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SMAA Appendices Sept 22, 2008 (2)
Appendices SCH # 2007041085 SANTA MARGARITA AREA ANNEXATION Prepared for: September 22, 2008 City of Temecula 9191 Towne Centre Drive Suite 340 San Diego, CA 92122 858.638.0900 www.esassoc.com Los Angeles Oakland Petaluma Portland Sacramento San Francisco Seattle Tampa Woodland Hills 208485 Appendices SCH # 2007041085 SANTA MARGARITA AREA ANNEXATION Prepared for: September 22, 2008 City of Temecula Appendix A Notice of Preparation and Responses to NOP California Home Friday, December 28, 2007 OPR Home > CEQAnet Home > CEQAnet Query > Search Results > Document Description Santa Margarita Ecological Reserve Area Annexation SCH Number: 2007041085 Type: NOP -Notice of Preparation Project Description Annexation and concurrent extension of the Sphere of Influence of approximately 4,700 acres from the unincorporated portions of Riverside County into the incorporated City of Temecula. The project is a shift between two local jurisdictions which will result in the re-assigning of responsibility for service provisions from the County of Riverside to the City of Temecula and the Temecula Community Services District. Further this project includes a General Plan Amendment from the County of Riverside designation of Rural Mountainous (10 acre minimum lot size) and Open Space Conservation Habitat to City of Temecula Hillside Residential (10 acre minimum lot size), and Open Space (OS), and Change of Zone from County of Riverside Rural Residential (RR) to City of Temecula Hillside Residential (HR) and Open Space Conservation (OS-C). The density and type of development permitted under the proposed City General Plan designation and proposed zone change will be substantially the same as that now permitted under the County's existing General Plan and zoning designations except that mining and quarry operations would be prohibited under the proposed City General Plan designation and proposed zone change. Project Lead Agency Temecula, City of Contact Information Primary Contact: Steve Brown City of Temecula (951) 694-6400 43200 Business Park Drive Temecula, CA 92590 Project Location County: Riverside City: Region: Cross Streets: Parcel No: Township: Range: Section: Base: Other Location Info: Proximity To Highways: I-5 Airports: Railways: Waterways: Murrieta Creek Schools: High: Temecula Valley,Chaparral,Rancho Vista; Linfield Christian Land Use: Open Space Conservation Habitat. Area is undisturbed and kept in its natural state. Z: Rural Residential GPU: Open Space Conservation Habitat (OS-CH), Rural Mountainous (RM-10 acre minimum lot size) Development Type Local Action General Plan Amendment, Prezone, Annexation Project Issues CEQAnet -Santa Margarita Ecological Reserve Area Annexation Page 1 of 2 http://www.ceqanet.ca.gov/DocDescription.asp?DocPK=607229 12/28/07 Air Quality, Minerals, Sewer Capacity, Traffic/Circulation, Landuse Reviewing Agencies (Agencies in Bold Type submitted comment letters to the State Clearinghouse) Resources Agency; Department of Conservation; Department of Parks and Recreation; Department of Water Resources; Department of Fish and Game, Region 6; Office of Emergency Services; Native American Heritage Commission; California Highway Patrol; Department of Housing and Community Development; Caltrans, District 8; Department of Toxic Substances Control; Regional Water Quality Control Board, Region 9 Date Received: 4/19/2007 Start of Review: 4/19/2007 End of Review: 5/18/2007 CEQAnet HOME | NEW SEARCH CEQAnet -Santa Margarita Ecological Reserve Area Annexation Page 2 of 2 http://www.ceqanet.ca.gov/DocDescription.asp?DocPK=607229 12/28/07 Richard MacHott From: Dale West [Dale.West@cityoftemecula.org] Sent: Thursday, May 24, 2007 11:51 AM To: Peter Thorson; Debbie Ubnoske; Steve Brown; Richard MacHott; Candice K. Lee Subject: FW: Santa Margarita Annexation Page 1 of 1 5/29/07 fyi Dale From: Greg_Hill@ca.blm.gov [mailto:Greg_Hill@ca.blm.gov] Sent: Thursday, May 24, 2007 11:45 AM To: Dale West Cc: russell_scofield@ca.blm.go v; Michael_Bennett@ca.blm.gov; John_Kalish@ca.blm.gov; Janaye_Byergo@ca.blm.gov Subject: Santa Margarita Annexation Dear Dale, This message is in regards to the Notice of Scoping Meeting for the Preparation of a Draft EIR on the proposed annexation of the Santa Margarita Ecological Reserve. The Bureau of Land Management (BLM) could not attend the workshop on May 10, however we would like to offer comments on issues to be addressed by the EIR. The map showing the proposed annexation area includes public lands managed by the BLM Palm Springs-South Coast Field Office. These public lands were designated as an Area of Critical Environmental Concern (ACEC) in the BLM's South Coast Resource Management Plan (1994). The Santa Margarita Ecological Reserve ACEC includes 1,230 acres of public lands which are administered by San Diego State University through an agreement with the BLM. The public lands in the ACEC are not available for rights of way, livestock grazing, or mineral material sales. On subsequent maps produced for the EIR, please clearly identify the BLM public lands. In any discussion of existing land uses, please include a boundary and description of the ACEC. Our land use plan is available to download from our website at: http://www.blm.gov/ca/st/en/fo/palmsprings/sc_rmp.html We can also provide the plan on a CD if requested. If you have any questions, or need more information about BLM public lands in this area, please give me a call. Thank you Greg Hill Planning & Environmental Coordinator BLM Palm Springs-South Coast Field Office (760) 251-4840 Appendix B Air Quality Analysis AIR QUALITY TECHNICAL REPORT Santa Margarita Area Annexation Prepared for: City of Temecula Prepared by: PCR SERVICES CORPORATION August 2008 City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page i ELIMINARY WORKING DRAFT – Work in Progress TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ....................... ........................................................................1 1.1 Findings ................................................................................................................ ...........1 2.0 INTRODUCTION..............................................................................................................2 2.1 Purpose .............................................. ..............................................................................2 2.2. Site Location .................................................................................................... ...............2 2.3 Project Description ..........................................................................................................2 3.0 AIR QUALITY ASSESSMENT ....................... ................................................................4 3.1. Significance Thresholds ..................................................................................................4 3.1.1 Greenhouse Gases ......................................................................................................9 3.2 Methodology ........................................................ .........................................................11 3.2.1 Construction – Regional and Local..........................................................................11 3.2.2 Operations – Regional and Local .............................................................................12 3.2.3 Toxic Air Contaminants (TAC) Impacts -Construction and Operations ................12 3.2.4 Greenhouse Gas Emissions ......................................................................................12 3.3 Air Quality Impact Analysis ............................ .............................................................14 3.3.1 Regional Construction Construction Impacts ................................................................................14 3.3.2 Localized Construction Impacts ..............................................................................14 3.3.3 Construction Related Toxic Air Contaminants ............................... .........................14 3.3.4 Construction Related Odors .....................................................................................16 3.3.5 Construction Related GHGs .................. ..................................................................16 3.3.6 Regional Operations Impacts ...................................................................................16 3.3.7 Localized Operational Impacts ................................................................................17 3.3.8 Operation Related Toxic Air Contaminants ................................. ...........................18 3.3.8.1 Operational Impacts from TACs to Off-Site Population ..................................... 18 3.3.8.2 Operational Impacts from TACs to On-Site Population ...................................... 20 3.3.9 Operational Related Odors .......................................................................................22 3.3.10 Operational Greenhouse Gas Emissions ................................................................23 3.3.11 Consistency with Regional Air Quality Plan ......................................................... 24 3.4 Cumulative Impacts ......................................................................................................26 3.4.1 Construction ................................................. ............................................................26 3.4.2 Operation..................................................................................................................27 3.4.3 Global Climate Change ............................................................................................28 TABLE OF CONTENTS (continued) Page City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page ii ELIMINARY WORKING DRAFT – Work in Progress 3.5 Mitigation Measures......................................................................................................29 3.5.1 Construction Activities ........................................................ ....................................29 3.5.2 Operational Activities ..............................................................................................31 3.5.2.1 On-Site Sensitive Receptors ................................................................................ 31 3.6 Level of Significance after Mitigation .............................................................. ............31 3.6.1 Construction Activities ............................................................................................31 3.6.2 Operation Activities ................................ .................................................................33 APPENDIX A: AIR QUALITY WORKSHEETS AND OUTPUT FILES City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page iii ELIMINARY WORKING DRAFT – Work in Progress LIST OF FIGURES Figure Page Figure 1 Project Vicinity Map ....................................................................................................4 Figure 2 Closest Sensitive Receptor Locations ...................................... ....................................7 City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page iv ELIMINARY WORKING DRAFT – Work in Progress LIST OF TABLES Table Page 1 Project Construction Emissions Unmitigated ........................................................................15 2 Project-Related Operational Emissions .............................................................. ...................17 3 Local Area Carbon Monoxide Dispersion Analysis ..............................................................19 4 Operational Greenhouse Gas Emissions ........................ ........................................................24 5 Consistency with Applicable California Climate Action Team Strategies ............................30 6 Project Construction Emissions Mitigated.............................................................................32 City of Temecula Santa Margarita Area Annexation PCR Services Corporation September2008 Page 1 1.0 EXECUTIVE SUMMARY 1.1 FINDINGS This report provides an analysis of potential air quality impacts related to the proposed Santa Margarita Area Annexation project to be located in the City of Temecula. All analyses have been conducted in compliance with the City of Temecula and South Coast Air Quality Management District (SCAQMD) requirements for air quality assessments in support of California Environmental Quality Act (CEQA) documentation. The findings of the analyses are as follows: • Project construction, including proper mitigation, would not cause an exceedance of daily regional emission thresholds. However, localized NO2, PM10 and PM2.5 emissions would exceed SCAQMD thresholds even with proposed mitigation, and result in a significant unavoidable impact. • Project operations would not cause an exceedance of daily regional or local emission thresholds set forth by the City and SCAQMD. • Project operations would not expose on-or off-site receptors to significant levels of toxic air contaminants. • Project operations would result in a minimal increase in statewide greenhouse gas (GHG) emissions; this would not contribute significantly to global climate change. • The project would be consistent with air quality policies set forth by the SCAQMD and the Southern California Association of Governments (SCAG). • The project would not result in cumulatively significant impacts during construction or operation. • The Alternative analyses as compared to the proposed project are discussed in Appendix A of this technical report. City of Temecula Santa Margarita Area Annexation PCR Services Corporation September2008 Page 2 2.0 INTRODUCTION 2.1 PURPOSE This study was prepared to assess potential air quality impacts that may occur as a result of implementation of the proposed Santa Margarita Area Annexation project. Emissions associated with both construction and operations were analyzed as required under CEQA. 2.2. SITE LOCATION The proposed project is located in the unincorporated portions of Riverside County and the incorporated City of Temecula. The annexation area is located southwest of the City of Temecula, west of I-15, and north of the County of San Diego. The project site location, in a regional and a local context, is illustrated in Figure 1 on page 4. 2.3 PROJECT DESCRIPTION The proposed project would annex 4,997 acres of unincorporated land into the City of Temecula. The approval and implementation of the previously outlined planning applications by the City of Temecula and LAFCO would result in the ability of the underlying private landowners to potentially develop on a 718 acre area under the “Hillside Residential-Santa Margarita” zoning designation, which is limited to one dwelling unit per 10 acres and which will permit a maximum of 81 new dwelling units to be built. A variety of open space/conservation compatible land uses would also be allowed under these proposed general plan and zoning designations. The location of the 718 acre area, where potential development of future dwelling units could occur, is shown in Figure 1. A total of 81 single-family dwelling units is considered a worst case scenario, as the actual development of these dwelling units is heavily constrained by numerous environmental and physical design constraints including: topography; domestic water supply; wastewater disposal; dry utilities; primary and secondary access; land-locked parcels; geotechnical considerations; on-site fire department water storage requirements and emergency access requirements; sensitive habitat and species issues; and MSHCP MSHCP conservation requirements. The proposed hillside ordinance/hillside development standards would require specific setback, massing, landscaping and fuel modification requirements, and would prohibit mass grading and wholesale vegetation clearing for agricultural purposes. As such, individual dwelling units would be constructed as custom homes and would be required to incorporate sensitive 2.0 Introduction City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 3 design considerations into the planning of each site. It is not possible to forecast when all 81 units would be constructed, as it is dependent on the intentions of each underlying landowner, market conditions and the economic feasibility of complying with the above-outlined environmental, physical and design constraints. In order to implement a worst case scenario to be analyzed in this document, it will be assumed that all 81 single-family units will be developed by 2010, and all impact analyses in this document will be based on the residential units being constructed by this year. Under this worst case scenario, construction activities would occur over approximately 12 months in three overlapping phases. The first phase of construction would involve building an access road, which would require site grading. Construction of the access road would last approximately four months. Site preparation and and building foundations would occur over the next five months. Finally, building construction and finishing would occur over the last ten months. The detailed construction assumptions are given in Appendix A. Temecula SANTA MARGARITA RIVER SANTA MARGARITA RED MOUNTAIN RESERVOIR A N Z A I TA RD N W ASH I JEF F ER SO N AV A N AV F E P A I RD D S GE RD WAL OT A C T LN BUT R O L T Z E FR ER T N N N O I C E G RA I L G R TA P N H L V P A RD A A RD P T U A A R B L C H T WY G U AV A ST IV Y S T K AL WINCHESTER RD RD RTE N V R O A C A I VI B I W OLD HW 395 A K DR E Y RD N O I E A V L D L N O L VA A DO 8 TH ST R E MISSION RD G M T EE LN O I O A A WY O A SE E O L R R W LF CAMINO DE PETERSON Y BLVD D E A A ST A L H NBOW VALLEY BLVD W R EY RD VENIDA DEL ORO E A L RD S C R E W V L W K A OA K RD RA NCH O L I F OR N S E MA R RD R Y N L D S I C OL AS P I R WY M O A INB A RD D N K N U A HOT SPRINGS RD D IA I E A R RR MUNITION RD MISSION RD U R ET E HAMILTON LN RA YON RD O N N T W L H Y K C E N KWY C O W A O I EWO CI E Y VALL S STAGE C S V D TO NT ST 3 S15 S16 79 15 215 RIVER LEGEND Project Boundary City of Temecula Hillside Residential 1 Dwelling Unit /10 Acres Scale not provided. Source: PCR Services Corporation, 2008; Thomas Bros. Inc., 2008. Figure 1 Project Vicinity PROJECT SITE City of Temecula Santa Margarita Area Annexation PCR Services Corporation September2008 Page 5 3.0 AIR QUALITY ASSESSMENT This air quality assessment includes a discussion of applicable significance thresholds, analysis methodologies, and results. The analysis was prepared following the guidance provided by the City of Temecula, SCAQMD, and California Air Resource Board (CARB). These assessments include potential impacts from direct and indirect emissions during construction and operation of the project. In response to increasing pressure to examine the potential impact on Global Climate Change from proposed development projects; this assessment includes analysis of greenhouse gas (GHG) emissions. 3.1. SIGNIFICANCE THRESHOLDS The City of Temecula is the lead agency under CEQA for this project. The City of Temecula has yet to develop air quality guidance to be used in evaluating project impacts. In lieu of any city guidance to assess air quality impacts, the SCAQMD Handbook guidance document was used to prepare the following analysis. 3.1.1 Criteria Pollutants The California Air Resources Board (CARB) and the SCAQMD define criteria air pollutants as the following: • oxides of nitrogen (NOX) • volatile organic compounds (VOC) • particulate matter equal to or less than 10 microns in diameter (PM10) • particulate matter equal to or less than 2.5 microns in diameter (PM2.5) • carbon monoxide (CO) • oxides of sulfur (SOX) Based on criteria set forth in the SCAQMD Handbook, the project would have a significant impact with regard to construction emissions if any of the following would occur: 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 6 • Regional emissions from both direct and indirect sources would exceed any of the following SCAQMD prescribed threshold levels: (1) 100 pounds per day for NOX, (2) 75 pounds a day for VOC, (3) 150 pounds per day for PM10, (4) 55 pounds per day PM2.5 (5) 150 pounds per day for SOX, and (6) 550 pounds per day for CO.1 In addition, the SCAQMD has developed methodology to assess the potential for localized emissions to cause an exceedance of applicable ambient air quality standards. Impacts would be considered significant if the following would occur: • Maximum daily localized emissions are greater than the Localized Significance Thresholds (LST), resulting in predicted ambient concentrations in the vicinity of the project site greater than the most stringent ambient air quality standards for CO and NO2. 2 • Maximum localized PM10 or PM2.5 emissions during construction are greater than the applicable LSTs, resulting in predicted ambient concentrations in the vicinity of the site to exceed 50 μg/m3 over five hours (SCAQMD Rule 403 control requirement). Operational Emissions The SCAQMD has established the following thresholds by which to determine whether a project would have a significant operational air quality impact: • The project would not be compatible with SCAQMD and SCAG air quality polices if it: – causes an increase in the frequency or severity of existing air quality violations; – causes or contributes to new air quality violations; – delays timely attainment of air quality standards or the interim emission reductions specified in the AQMP; or – exceeds the assumptions utilized in the SCAQMD’s AQMP. Additionally, for the purposes of this analysis, a project would have a significant impact if it would conflict with adopted air quality management plans. 1 South Coast Air Quality Management District, CEQA Air Quality Handbook, Chapter 6 (Determining the Air Quality Significance of a Project), 1993: http://www.aqmd.gov/ceqa/handbook/signthres.doc. 2 South Coast Air Quality Management LST Methodology: http://www.aqmd.gov/ceqa/handbook/lst/Method_fina .pdf . !"# #& $#% 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 8 3.1.2 Toxic Air Contaminants Based on these factors and criteria set forth in the SCAQMD Handbook, the project would have a significant toxic air contaminant impact, if: • On-site stationary sources emit carcinogenic or toxic air contaminants that individually or cumulatively exceed the maximum individual cancer risk of ten in one million or an acute or chronic hazard index of 1.0.3 • Hazardous materials associated with on-site stationary sources result in an accidental release of air toxic emissions or acutely hazardous materials posing a threat to public health and safety. • The project would be occupied primarily by sensitive individuals within a quarter mile of any existing facility that emits air toxic contaminants which could result in a health risk for pollutants identified in District Rule 1401.4 3.1.3 Greenhouse Gases Global climate change refers to changes in average climatic conditions on Earth as a whole, including changes in temperature, wind patterns, precipitation and storms. Historical records indicate that global climate changes have occurred in the past due to natural phenomena; however, data indicate that current global conditions differ from past climate changes in rate and magnitude. According to the Intergovernmental Panel on Climate Change (IPCC), the increase in atmospheric GHGs is largely the result of human activities, namely fossil fuel combustion, land use changes and agriculture.5 GHGs are those compounds in the Earth’s atmosphere that play a critical role in determining the Earth’s surface temperature. Specifically, these gases allow high-frequency solar radiation to enter the Earth’s atmosphere, but retain the low frequency energy which is radiated back from the Earth towards space, resulting in a warming of the atmosphere. Increased concentrations of GHGs in the Earth’s atmosphere have been linked to global climate change and such conditions as rising surface temperatures, melting icebergs and snowpack, rising sea levels, and the increased frequency and magnitude of severe weather conditions. 3 SCAQMD Risk Assessment Procedures for Rules 1401 and 212, November 1998. 4 SCAQMD, CEQA Air Quality Handbook, Chapter 6 (Determining the Air Quality Significance of a Project), April 1993. 5 IPCC, Summary for Policymakers. In: Climate Change 2007: The Physical Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change, 2007. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 9 GHGs include carbon dioxide (CO2), methane (CH4), ozone (O3), water vapor, nitrous oxide (N2O), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SF6). Carbon dioxide is the most abundant GHG in the atmosphere. GHGs are the result of both natural and anthropogenic activities. Forest fires, decomposition, industrial processes, landfills, and consumption of fossil fuels for power generation, transportation, heating, and cooking are the primary sources of GHG emissions. In response to growing scientific and political concern regarding global climate change, California has recently adopted a series of laws to reduce both the level of GHGs in the atmosphere and to reduce emissions of GHGs from commercial and private activities within the State. In September 2002, Governor Gray Davis signed Assembly Bill (AB) 1493, requiring the development and adoption of regulations to achieve “the maximum feasible reduction of greenhouse gases” emitted by noncommercial passenger vehicles, light-duty trucks, and other vehicles used primarily for personal transportation in the State. It should be noted that setting emission standards on automobiles is solely the responsibility of the federal EPA. The federal CAA allows States to set state-specific emission standards on automobiles if they first obtain a waiver from the USEPA. The USEPA denied California’s request for a waiver, thus delaying the California Air Resources Board’s (CARB’s) proposed implementation schedule for setting emission standards on automobiles to help reduce GHGs. In June 2005, Governor Schwarzenegger signed Executive Order S-3-05, which established GHG emissions targets for the state, as well as a process to ensure the targets are met. The order directed the Secretary for California EPA to report every two years on the State’s progress toward meeting the Governor’s GHG emission reduction targets. As a result of this executive order, the California Climate Action Team (CAT), led by the Secretary of the California EPA, was formed. The CAT is made up of representatives from a number of State agencies and was formed to implement global warming emission reduction programs and reporting on the progress made toward meeting statewide targets established under the Executive Order. State agency members include the Business, Transportation and Housing Agency; Department of Food and Agriculture; Resources Agency; CARB; California Energy Commission; the Public Utilities Commission; and Department of Water Resources. The CAT published its Climate Action Team Report to Governor Schwarzenegger and the Legislature in March 2006, in which it laid out forty-six specific emission reduction strategies for reducing GHG emissions and reaching the targets established in the executive order. In September 2006, Governor Arnold Schwarzenegger signed the California Global Warming Solutions Act of 2006, also known as AB 32, into law. AB 32 commits the State to achieving the following: • 2000 GHG emission levels by 2010 (which represents an approximately 11 percent reduction from business as usual) • 1990 levels by 2020 (approximately 25 percent below business as usual) 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 10 To achieve these goals, AB 32 mandates that CARB establish a quantified emissions cap, institute a schedule to meet the cap, implement regulations to reduce statewide GHG emissions from stationary sources, and develop tracking, reporting, and enforcement mechanisms to ensure that reductions are achieved. The following schedule outlines the CARB actions mandated by AB 32: • By January 1, 2008, CARB adopts regulations for mandatory (GHG) emissions reporting, defines 1990 emissions baseline for California (including emissions from imported power), and adopts it as the 2020 statewide cap. 6 • By January 1, 2009, CARB adopts plan to effect GHG reductions from significant sources of GHG via regulations, market mechanisms and other actions • During 2009, CARB drafts rule language to implement its plan and holds a series of public workshop on each measure (including market mechanisms). • By January 1, 2010, early action measures will take effect. • During 2010, CARB, after workshops and public hearings, conducts series of rulemakings to adopt GHG regulations including rules governing market mechanisms. • By January 1, 2011, CARB completes major rulemakings for reducing GHGs, including market mechanisms. CARB may revise and adopt new rules after January 1, 2011 to achieve the 2020 goal. • By January 1, 2012, GHG rules and market mechanisms adopted by CARB take effect and become legally enforceable. • December 31, 2020 is the deadline for achieving 2020 GHG emissions cap. CARB’s list of discrete early action measures that can be adopted and implemented before January 1, 2010 was approved on June 21, 2007, and focuses on major State-wide contributing sources and industries, not on individual development projects or practices. These early action measures are: 1) a low-carbon fuel standard; 2) reduction of refrigerant losses from motor vehicle air conditioning system maintenance; and 3) increased methane methane capture from landfills. Recently, the CARB released emissions inventory estimates for 1990 through 2004. 6 CARB has adopted 427 million metric tonnes of carbon dioxide equivalent (MMTCO2e) as the total statewide greenhouse gas 1990 emissions level and the 2020 emissions limit. See http://www.arb.ca.gov/cc/inventory/1990level/1990level.htm (last visited 8/14/2008). 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 11 A companion bill to AB 32, Senate Bill (SB) 1368, requires the California Public Utilities Commission (PUC) and CEC to establish GHG emission performance standards for the generation of electricity. These standards will also generally apply to power that is generated outside of California and imported into the State. SB 1368 provides a mechanism for reducing the emissions of electricity providers, thereby assisting ARB to meet its mandate under AB 32. On January 25, 2007, the CPUC adopted an interim GHG Emissions Performance Standard (EPS), which is a facility-based emissions standard requiring that all new long-term commitments for baseload generation to serve California consumers be with power plants that have GHG emissions no greater than a combined cycle gas turbine plant. That level is established at 1,100 pounds of CO2 per megawatt-hour (MW/hr). Further, on May 23, 2007, the CEC adopted regulations that establish and implement an identical EPS of 1,100 pounds of CO2 per MW/hr (see CEC order No. 07-523-7). An additional bill related to AB 32, SB 97, requires the California Office of Planning and Research (OPR), by July 1, 2009, to prepare, develop, and transmit to the Resources Agency guidelines for the feasible mitigation of greenhouse gas emissions or the effects of greenhouse gas emissions, as required by CEQA, including but not limited to, effects associated with transportation or energy consumption. The Resources Agency will then be required to certify and adopt the guidelines by January 1, 2010, and to periodically update the guidelines to incorporate new information or criteria established by the CARB pursuant to AB 32.7 The OPR released a technical advisory on addressing climate change through CEQA Review on June 19, 2008. This guidance document outlines suggested components to CEQA disclosure: quantification of GHG emissions from a project’s construction and operation, determination of signifiance of the project’s impact to climate change, and if the project is found to be significant, the identification of suitable alternatives and mitigation measures. There has been activity at the federal level with respect to the regulation of GHGs. In Massachusetts v. Environmental Protection Agency (Docket No. 05–1120), argued November 29, 2006 and decided April 2, 2007, the U.S. Supreme Court held that not only did the EPA have authority to regulate greenhouse gases, but the EPA's reasons for not regulating this area did not fit the statutory requirements. As such, the U.S. Supreme Court ruled that the EPA should be required to regulate CO2 and other greenhouse gases as pollutants under the federal Clean Air Act (CAA). To date, the EPA has not developed a regulatory program for greenhouse gas emissions, nor has it been mandated to do so. The CEQA Guidelines, Section 15064.7, define a threshold of significance as an identifiable quantitative, qualitative or performance level of a particular environmental effect, non-compliance with which means the effect will normally be determined to be significant by the 7 Senate Bill No. 97, Chapter 185, approved by Governor Schwarzenegger and filed with the Secretary of State, August 24, 2007. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 12 agency and compliance with which means the effect normally will be determined to be less than significant. CEQA gives wide latitude to lead agencies in determining what impacts are significant and does not prescribe thresholds of significance, analytical methodologies, or specific mitigation measures.8 CEQA leaves the determination of significance to the reasonable discretion of the lead agency and encourages lead agencies to develop and publish thresholds of significance to use in determining the significance of environmental effects. However, neither the SCAQMD, the air pollution control agency for all of Orange County and the urban portions of Los Angeles, Riverside and San Bernardino counties, nor the City of Temecula, the lead agency for the proposed project, has yet established significance thresholds for GHG emissions.9 The regulations required to meet the State goals under AB 32 are still under development. Furthermore, pursuant to SB 97, guidelines to be prepared by OPR for addressing greenhouse gas emissions under CEQA will not be adopted until January 1, 2010. Accordingly, at this time there is no formal guidance under CEQA and no available quantitative standards by which the approval of a real estate development project can be judged to support or hinder attainment of the State’s goals relating to GHG abatement. While the OPR has not yet adopted formal significance thresholds, OPR issued a guidance document on June 19, 2008 which suggests three components for CEQA disclosure: quantification of GHG emissions from a project’s construction and operation, determination of significance of the project’s impact to climate change, and if the project is found to be significant, the identification of suitable alternatives and mitigation measures. While it is difficult to predict the specific impact of one project’s incremental contribution to the global effects of GHG emissions due to a variety of factors, including the complex and long term nature of such effects and the global scale of climate change, it is possible to determine whether a project is implementing design strategies consistent with the guidance that is available. Thus, if a project implements design strategies consistent with the goals of AB 32 and the California Climate Action Team (CAT) strategies, the project will not be considered to have a significant impact with respect to global climate change, either on a projectspecific basis or with respect to its contribution to a cumulative impact on global climate change. 8 Climate Change and CEQA, Presentation to the Climate Action Team, Cynthia Bryant, Director, Governor’s Office of Planning and Research, September 19, 2007. 9 Personal Communication, AQMD Legal Offices, October 4, 2007. The SCAQMD has formed a GHG Significance Threshold Working Group, but SCAQMD Staff is not expected to make a recommendation to the Governing Board until at least September 2008. More information on this Working Group is available at http://www.aqmd.gov/ceqa/handbook/GHG/GHG.html (last visited 5/5/2008). 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 13 3.2 METHODOLOGY 3.2.1 Construction – Regional and Local Construction of the proposed project has the potential to create air quality impacts through the use of heavy-duty construction equipment and through vehicle trips generated from construction workers traveling to and from the project site. In addition, fugitive dust emissions would result from excavation, rock blasting and construction activities. Mobile source emissions, primarily NOX and PM, would result from the use of construction equipment such as pavers, bulldozers, and wheeled loaders. During the finishing phase, paving operations and the application of architectural coatings (i.e., paints) and other building materials would release reactive organic compounds. Construction emissions can vary substantially from day to day, depending on the level of activity, the specific type of operation and, for dust, the prevailing weather conditions. The assessment of construction air quality impacts considers each of the above-mentioned potential sources. Daily emissions during construction were forecasted by developing a reasonable estimate of a construction schedule and applying the mobile-source and fugitive dust emissions factors derived from URBEMIS 2007.10 The URBEMIS 2007 model separates the construction process into multiple stages. The first stage is construction of an unpaved site access roadway, which results in emissions of fugitive dust and equipment exhaust. The second stage of construction, mass site grading, includes blasting activities and site preparation activities (e.g., drilling, blasting, and excavation for building pads); emissions from this stage also include fugitive dust and equipment exhaust. Emissions from the third stage, building construction, include exhaust from building construction equipment, architectural coating and asphalt paving. The URBEMIS model however, does not calculate emissions from rock blasting. A complete listing of the construction equipment by construction stage and stage duration assumptions used in this analysis is included within the URBEMIS 2007 printout sheets that are provided in Appendix A of this Technical Report. In order to assess the potential impacts resulting from blasting activities, emission factors from USEPA AP-42, Chapter 13.3 were used to calculate blasting emissions. Blasting activities will be conducted using Ammonium Nitrate Fuel Oil (ANFO) and each blast would use up to five tons. A maximum of one blast per day was assumed to occur throughout the duration of the site preparation activities, which would last three months. Blasting emissions are calculated outside of the URBEMIS 2007 model, but are included in the overall construction emissions inventory. 10 URBEMIS 2007 is an emissions estimation/evaluation model that is based, in part, on SCAQMD CEQA Air Quality Handbook guidelines and methodologies. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 14 The localized effects from the on-site portion of daily emissions were evaluated at sensitive receptor locations potentially impacted by the project according to the SCAQMD’s localized significance threshold (LST) methodology, which utilizes on-site mass emission rate look up tables and, where appropriate, project specific modeling. LSTs are only applicable to the following pollutants: NOX, CO, PM10, and PM2.5. LSTs represent the maximum emissions from a project that would not cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standard, and are developed based on the ambient concentrations of that pollutant for each source receptor area (SRA) and distance to the nearest sensitive receptor. For PM10 and PM2.5, LSTs were derived based on requirements in SCAQMD Rule 403, Fugitive Dust. The mass rate look-up tables were developed for each SRA and can be used to determine whether or not a project may generate significant adverse localized air quality impacts. 3.2.2 Operations – Regional and Local The significance criterion for regional operational impacts is based on the incremental increase in emissions. The proposed new development would include an increased trip generation compared to the existing land use, which the URBEMIS 2007 model considers as mobile source emissions. The increase in the consumption of fossil fuels to provide power, heat, and ventilation was considered in the calculations as stationary point source emissions. Area source emissions were calculated by URBEMIS 2007, and include emissions from natural gas and landscape fuel combustion, consumer products, and architectural coatings (future maintenance). The URBEMIS 2007 model outputs and worksheets for calculating regional operational daily emissions are provided in Appendix A of this Technical Report. 3.2.3 Toxic Air Contaminants (TAC) Impacts -Construction and Operations Potential off-site TAC impacts are evaluated by conducting a screening-level analysis followed by a more detailed analysis (i.e., dispersion modeling) if necessary. If it is determined that the proposed project would introduce a new source or modify an existing TAC emissions source, then downwind sensitive receptor locations are identified and a Tier 1 screening level analysis is conducted. The Tier 1 analysis determines health risk based on pollutant screening levels, which are determined based on distance to sensitive receptors and percent VOC content in fuels. Potential sources of TACs were identified using the SCAQMD Facility Identification Database (FIND) search, which is a resource for discovering SCAQMD permitted sources in the vicinity of the project. A search was conducted for any TAC sources within 1,320 feet of the project site and is included in Appendix A. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 15 3.2.4 Greenhouse Gas Emissions The California Climate Action Registry (CCAR) has prepared the General Reporting Protocol (GRP) for calculating and reporting GHG emissions from a number of general and industry-specific activities.11 No specific protocols are available for land use projects, so the CCAR GRP has been adapted to address GHG emissions from the project. The information provided in this section is consistent the CCAR GRP’s minimum reporting requirements. The CCAR GRP recommends the separation of GHG emissions into direct and indirect emissions. Direct emissions are emitted from sources that are owned or controlled by the project, while indirect emissions occur because of a project’s actions, but are produced by sources owned or controlled by a different entity. The World Resources Institute (WRI), in cooperation with the World Business Council for Sustainable Development, has developed the GHG Protocol Corporate Standard, which promotes accounting and reporting standards for business. The GHG Protocol Corporate Standards recommends the classification of GHG emissions into three categories that reflect different aspects of ownership or control over emissions. They include: • Scope 1: Direct, combustion of fossil fuels by equipment or vehicles owned or controlled by the project (e.g., natural gas, propane, gasoline, and diesel) • Scope 2: Indirect, emissions associated with purchased electricity or purchased steam. • Scope 3: Indirect emissions associated with other emissions sources, such as third-party vehicles and embodied energy. CARB asserts that consideration of indirect emissions provides a more complete picture of the GHG footprint of a facility: “As facilities consider changes that would affect their emissions – addition of a cogeneration unit to boost overall efficiency even as it increases direct emissions, for example – the relative impact on total (direct plus indirect) emissions by the facility should be monitored. Annually reported indirect energy usage also aids the conservation awareness of the facility and provides information” to CARB to be considered for future strategies by the industrial sector.12 For these reasons, CARB has proposed requiring the calculation of direct and indirect GHG emissions as part of the AB 32 reporting requirements. Therefore, direct and indirect emissions have been calculated for the proposed project. 11 California Climate Action Registry, General Reporting Protocol Version 3.0, 2008. 12 California Air Resources Board (ARB), 2007a. Initial Statement of Reasons for Rulemaking, Proposed Regulation for Mandatory Reporting of Greenhouse Gas Emissions Pursuant to the California Global Warming Solutions Act of 2006 (Assembly Bill 32). Planning and Technical Support Division Emission Inventory Branch, October 19, 2007. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 16 For purposes of this analysis, it is considered reasonable and is consistent with criteria pollutant calculations to consider only the GHG emissions resulting from the incremental increase in usage of on-road mobile vehicles, electricity, and natural gas upon implementation of the project as project-related. In addition, since potential impacts resulting from GHG emissions are long-term rather than acute, GHG emissions are calculated on an annual basis. Construction emissions are calculated using the URBEMIS2007 model. URBEMIS2007 outputs report CO2 emissions only. Not all GHGs exhibit the same ability to induce climate change; as a result, GHG contributions are commonly quantified in the equivalent mass of CO2, denoted as CO2e. Mass emissions are calculated by converting pollutant specific emissions to CO2e emissions by applying the proper global warming potential (GWP) value.13 These GWP ratios are available from the USEPA and published in the CCAR Protocol. By applying the GWP ratios, project related CO2e emissions can be tabulated in metric tons per year. The CO2e values are calculated for both construction years, as well as project buildout conditions in order to generate a net change in GHG emissions for construction and operation (Appendix B). Construction output values used in this analysis are adjusted to represent a CO2e value representative of CO2, CH4, and N2O emissions from project construction activities. Construction CH4 and N2O values are derived from factors published in the 2006 IPCC Guidelines for National Greenhouse Gas Inventories. These values are then converted to metric tons for consistency (refer to Appendix B). Mobile source emission calculations associated with operation of the proposed project utilize a projection of annual vehicle miles traveled (VMT), which is derived from default trip rates provided in URBEMIS2007. These values account for the daily and seasonal variations in trip frequency and length associated with retail land-uses and residents traveling to and from work and other activities that require a commute. Net emission values are calculated based on the incremental increases from the existing conditions to the proposed project buildout conditions. Mobile source calculations also utilize EMFAC2007 and the CCAR GRP, Version 3.0 to generate emission factors for CO2 and CH4, and N2O. These emission factors are then applied to the annual VMT calculated in the traffic study. The consumption of fossil fuels to generate electricity and to provide heating and water creates GHG emissions. Future fuel consumption rates are estimated based on specific square footage of the dwelling units and commercial/retail units, as well as predicted water supply needs of the proposed project. Natural gas and electricity usage factors derived from the Handbook are used to project fuel consumption rates. Embodied energy rates associated with the proposed project’s future water supply needs are calculated using factors derived from the California Energy Commission (CEC). GHG emission factors from the CCAR protocol are then applied to 13 CO2e was developed by the Intergovernmental Panel on Climate Change (IPCC), and published in its Second Assessment Report (SAR) 1996. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 17 the respective usage rates, to calculate annual greenhouse gas emissions in metric tons. It is difficult to identify the specific generating source of electricity particularly since Southern California Edison (SCE) imports power during peak demand periods. Thus, the emission factors used in this analysis represent a State-wide average of known power producing facilities, utilizing various technologies and emission control strategies, and do not take into account the SCE’s specific emissions profile. In addition, these emission factors do not reflect targeted future reductions in GHG emissions under SB 1368. Thus, these emission factors are considered conservative and representative. The California Energy Commission’s estimate for energy intensity of the water use cycle in Southern California is used to calculate the energy usage related to water conveyance. Emission factors from the CCAR GRP, Version 3.0 are implemented in calculating the associated GHGs. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 18 3.3 AIR QUALITY IMPACT ANALYSIS 3.3.1 Regional Construction Impacts Emissions were evaluated using conservative estimates representing a worst case day. Table 1 on page 18 displays emissions data associated with the project’s construction activities by phase. As Table 1 shows, construction-related daily (short-term) emissions would not exceed SCAQMD regional significance thresholds for VOC, CO, SO2, and PM; however, the regional significance threshold for NOX. Thus, project construction emissions would result in a significant impact and mitigation would be required. Table 1 Regional Project Construction Emissions a Unmitigated Stage VOC NOX CO SO2 PM10b PM2.5 Regional Emissions (On-site + Off-site) Road Construction 4 33 17 <1 11 3 Mass Grading c 11 89 47 <1 24 8 Blasting <1 17 67 2 2 <1 Fine Site Grading 1 10 6 <1 1 <1 Building Construction 10 38 189 <1 3 3 Painting 17 <1 1 <1 <1 <1 Asphalt 7 35 18 <1 2 2 Maximum Regional Emissions 26 117 207 2 24 8 Regional Construction Daily Significance Threshold 75 100 550 150 150 55 Over/(Under) (49) 17 (343) (148) (126) (47) Exceed Threshold? No Yes No No No No a Compiled using the URBEMIS 2007 emissions inventory model. The equipment mix and use assumption for each phase is provided in Appendix A. b PM10 emissions estimates are based on compliance with SCAQMD Rule 403 requirements for fugitive dust suppression. c Mass grading emissions includes blasting activities. Blasting emissions were calculated using USEPA AP-42 emission factors. d The SCAQMD LSTs are based on Source Receptor Area 25 (Temecula Valley) for a five acre site with sensitive receptors located approximately 25 meters from the construction activity. Source: PCR Services Corporation, 2008. 3.3.2 Localized Construction Impacts For short-term construction emissions, it is estimated that the maximum daily area to be disturbed would be 2.5 acres a day. As previously mentioned, the localized localized construction air 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 19 quality analysis was conducted using the methodology promulgated by the SCAQMD. Under the LST analysis methodology, only the on-site emissions need to be considered. SCAQMD has developed a series of worksheets for use by projects in order to determine the pollutant emissions for LST analysis purposes. SCAQMD has provided LST lookup tables to allow users to readily determine if the daily emissions for proposed construction or operational activities could result in significant localized air quality impacts for projects 5 acres or smaller. If it is determined that localized emissions exceed LST look-up thresholds, dispersion modeling may be performed to demonstrate potential air quality impacts resulting from on-site construction emissions. As mentioned above, it was assumed that the maximum daily area to be disturbed would be 2.5 acres a day. The closest sensitive receptors are located approximately 100 meters (328 feet) away. In order to perform a localized analysis, an LST was assumed using a 2-acre site and a 100 meter receptor distance in SRA No. 25. Table 2 Localized Project Construction Emissions a Unmitigated Stage VOC NOX CO SO2 PM10b PM2.5 Regional Emissions (On-site + Off-site) Road Construction 4 33 15 <1 8 2 Mass Grading c 11 89 47 <1 20 5 Blasting <1 17 67 2 2 <1 Fine Site Grading 1 10 4 <1 <1 <1 Building Construction 4 25 15 <1 2 2 Painting 16 <1 <1 <1 <1 <1 Asphalt 3 18 9 <1 2 1 Maximum Regional Emissions 16 116 118 2 22 6 Localized Construction Daily Significance Threshold 363 2452 38 10 Over/(Under) (247) (2334) (16) (4) Exceed Threshold? No No No No No No a Compiled using the URBEMIS 2007 emissions inventory model. The equipment mix and use assumption for each phase is provided in Appendix A. b PM10 emissions estimates are based on compliance with SCAQMD Rule 403 requirements for fugitive dust suppression. c Mass grading emissions includes blasting activities. Blasting emissions were calculated using USEPA AP-42 emission factors. d The SCAQMD LSTs are based on Source Receptor Area 25 (Temecula Valley) for a five acre site with sensitive receptors located approximately 25 meters from the construction activity. Source: PCR Services Corporation, 2008. As shown in Table 2 above, PM10, PM2.5, NO2 and CO concentrations would not exceed California ambient air quality standards. Therefore, with respect to localized emissions from construction activities, impacts would be less than significant and mitigation would not be required. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 20 3.3.3 Construction Related Toxic Air Contaminants The greatest potential for toxic air contaminant emissions from the project is related to diesel particulate emissions associated with heavy equipment operations. In 2004, CARB adopted an Airborne Toxic Control Measure (ATCM) to limit heavy duty diesel motor vehicle idling in order to reduce public exposure to diesel PM and other TACs and air pollutants. The measure applies to diesel-fueled commercial vehicles with gross vehicle weight ratings greater than 10,000 pounds that are licensed to operate on highways, regardless of where they are registered. This measure does not allow diesel fueled commercial vehicles to idle for more than five minutes at any given time. According to SCAQMD methodology, health effects from carcinogenic air toxics are usually described in terms of individual cancer risk. “Individual Cancer Risk” is the likelihood likelihood that a person exposed over a 70-year lifetime will contract cancer due to exposure based on the use of standard risk-assessment methodology. Given the relatively short-term construction schedule of approximately 15 months and enforcement of the applicable ATCM, the proposed project is not expected to be a substantial source of TAC emissions. As such, project-related TAC emission impacts during construction would be less than significant. 3.3.4 Construction Related Odors Potential sources that may emit odors during construction activities include the use of architectural coatings and solvents, and diesel powered on-and off-road equipment. SCAQMD Rule 1113 limits the amount of volatile organic compounds from architectural coatings and solvents, which lowers the emissions of odorous compounds. Due to the nature of the construction activities and the relatively small footprint of the various construction sites, few pieces of diesel powered equipment will be operating simultaneously. Therefore, construction activities are predicted to create a less than significant impact with respect to odors. As such, project-related odor impacts during construction would be less than significant. 3.3.5 Construction Related GHGs Emissions of GHGs were calculated for both years of project construction. Results are presented in Table 3 on page 21. Also included in Table 3 is the CARB’s estimated 2004 Statewide inventory, the latest year for which data are available. As shown, the highest net increase in temporary GHG emissions from on-road mobile source emissions and on site construction equipment relative to the 2004 state-wide levels, due to the project, would be only 0.00045 percent in 2009 and 0.00011 percent in 2010. The GHG emissions estimates presented in Table 3 do not take into account the implementation of GHG-reducing construction practices the Applicant will require. The construction mitigation measures described in Section 3.5 include power poles, rather than 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 21 temporary diesel or gasoline generators to power construction equipment, and limiting construction vehicle idling. The implementation of these construction mitigation measures would reduce energy consumption and thus GHG emissions, and thus would represent an improvement above “business as usual.” The project would thus result in a less than significant impact with mitigation. No further mitigation is required. Table 3 Construction Greenhouse Gas Emissions Emission Source CO2ec (Metric Tons) 2009 2010 GHG Emissions a 2,162 526 Net Increase as Percentage of 2004 Statewide Inventory 0.00045% 0.00011% 2004 Statewide Totalb 479,740,000 479,740,000 a Compiled using the URBEMIS 2007emissions inventory model. The equipment mix and use assumption for each phase is provided in Appendix A of this Technical Report. Blasting emissions included as part of the construction emissions inventory. b Statewide totals were derived from the CARB Draft California GHG Inventory. c All CO2E factors were derived using the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. Source: PCR Services Corporation, 2008. 3.3.6 Regional Operations Impacts Regional air pollutant emissions associated with proposed project operations would mainly be generated by the consumption of electricity and natural gas. Pollutant emissions associated with energy demand (i.e., electricity and natural gas) are classified by the SCAQMD as regional stationary source emissions. Electricity is considered an area source, because it is produced at various locations within as well as outside of the Basin. Since it is not possible to isolate where electricity is produced, these emissions are conservatively considered to occur within the Basin and to be regional in nature. Pollutant emissions associated with the production and consumption of energy were calculated using emission factors from the SCAQMD’s CEQA Air Quality Handbook (Appendix to Chapter 9). Mobile-source emissions associated with the project were calculated based on the increase in vehicle trips. As shown in Table 4 on page 22, the regional emissions resulting from operation of the project would not exceed any of the SCAQMD thresholds. As such, project-related impacts during operation would be less than significant. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 22 Table 4 Project-Related Operational Emissionsa,c Emission Source VOC NOX CO SOX PM10 PM2.5 Proposed Use Emissions Mobileb 9 13 119 <1 20 4 Area 5 1 4 <1 <1 <1 Stationary <1 1 <1 <1 <1 <1 Total Project 14 16 124 <1 20 4 SCAQMD Significance Threshold 55 55 550 150 150 55 Difference (41) (39) (426) (150) (130) (51) Significant? No No No No No No a Mobile and area emissions are calculated using the URBEMIS 2007 emissions model. Area sources include natural gas consumption, landscape fuel consumption, residential consumer products and miscellaneous sources (e.g., among other things, commercial solvent usage, architectural coatings). Emissions due to project-related electricity generation are calculated based on guidance provided in the SCAQMD CEQA Air Quality Handbook. Worksheets and modeling output files are provided in Appendix A. b Operational emissions are based on trip generation conditions provided in the traffic study. c Totals may not add up exactly due to rounding. Source: PCR Services Corporation, 2008. 3.3.7 Localized Operational Impacts Vehicle exhaust is the primary source of CO within an urban setting. Consequently, the highest CO concentrations are generally found within close proximity to congested intersection locations. Under typical meteorological conditions, CO concentrations tend to decrease as distance from the emissions source (i.e., congested intersection) increase. For purposes of providing a conservative impact analysis, CO concentrations are typically analyzed at congested intersection locations, because if impacts are less than significant in close proximity of the congested intersections, impacts will also be less than significant at more distant sensitive receptor locations. The local area CO dispersion analysis conducted by Albert A. Webb Associates, modeled intersections that were selected in accordance with the Caltrans protocol. The proposed project’s CO concentrations for 1-and 8-hour CO levels during the A.M. and P.M. peak travel periods are presented in Table 5 on page 23. As shown, the proposed project would not cause an exceedance of the 1-hour or 8-hour CO standards. The modeling demonstrates that the incremental increases in CO levels due to implementation of the project is negligible (i.e. <0.01 ppm), and do not exceed the allowable incremental increase thresholds. As significant impacts would not occur at the intersections with the highest traffic volumes, no significant impacts are anticipated to occur at any other locations in the study area as the conditions yielding CO hotspots would not be worse than those occurring at the analyzed intersections. As a result, impacts related to localized mobile-source CO emissions would be less than significant, and no mitigation measures for operational air impacts would be necessary. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 23 Table 5 Local Area Carbon Monoxide Dispersion Analysis Intersection 1-Hour CO Concentration (ppm) 8-Hour CO Concentration (ppm) 2007 1 2010 With Project 2 2010 Cumulative3 2007 1 2010 With Project 2 2010 Cumulative3 State Threshold 20 20 20 9 9 9 Federal Threshold 35 35 35 9 9 9 I-15 SB Ramps /Highway 79 4.4 4.0 5.3 4.4 4.0 5.3 I-15 NB Ramps /Highway 79 4.8 4.1 6.0 4.8 4.1 6.0 La Paz Road /Highway 79 4.2 3.8 5.0 4.2 3.8 5.0 Pechanga Parkway /Highway 79 5.1 4.4 6.1 5.1 4.4 6.1 Rainbow Canyon Road /Pechanga Parkway 4.2 3.7 4.6 4.2 3.7 4.6 Rainbow Canyon Road /Birdie Court 2.8 2.6 2.9 2.8 2.6 2.9 Rainbow Canyon Road /Bayhill Drive 2.8 2.6 2.7 2.8 2.6 2.7 Old Highway 395 /Rainbow Valley W Blvd 2.9 2.7 2.8 2.9 2.7 2.8 I-15 SB Ramps /Rainbow Valley W Blvd 2.6 2.3 2.5 2.6 2.3 2.5 1 Includes Existing CO emissions. 2 Includes Existing plus Growth plus Project. 3 Includes Existing plus Growth plus Cumulative Projects plus Project. Source: Albert A. Webb Associates, 2008. 3.3.8 Operation Related Toxic Air Contaminants (TACs) 3.3.8.1 Operational Impacts from TACs to Off-Site Population This section evaluates potential impacts to off-site sensitive populations that may result from TAC emissions associated with long-term operation of the project. The primary sources of potential air toxics associated with proposed project operations include diesel particulate matter (DPM) from delivery trucks (e.g., truck traffic on local streets and on-site truck idling) and emergency backup generators. The SCAQMD recommends that health risk assessments be conducted for substantial sources of DPM (e.g., truck stops and warehouse distribution facilities) 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 24 and has provided guidance for analyzing mobile source diesel emissions.14 In 2004, CARB adopted an Airborne Toxic Control Measure (ATCM) to limit heavy duty diesel motor vehicle idling in order to reduce public exposure to diesel PM and other TACs and air pollutants. The measure applies to diesel-fueled commercial vehicles with gross vehicle weight ratings greater than 10,000 pounds, which are licensed to operate on highways, regardless of where they are registered. This measure does not allow diesel fueled commercial vehicles to idle for more than 5 minutes at any given time. Potential localized air toxic impacts from on-site sources of diesel particulate emissions would be minimal since only a limited number of heavy-duty trucks would access the project site, and the trucks that do visit the site would not idle on the project site for extended periods of time. The SCAQMD and CARB have prepared guidance documents focused on the compatibility of commercial and sensitive land uses and the siting of major sources of DPM such as ports, rail yards, and distribution warehouses at distances greater than recommended buffer zones. Based on CARB siting recommendations, sensitive receptors should not be sited within 1,000 feet of a warehouse distribution center (which have extensive heavy-duty truck activity), within 500 feet of a freeway (or similar high traffic roadway – i.e., roads within urbanized areas carrying more that 100,000 vehicles per day), or within 300 feet of a dry cleaning facility that uses perchloroethylene, among other siting recommendations. The proposed project is not considered a major DPM source. Based on the limited activity of the toxic air contaminant sources to be operated with implementation of the proposed project, a detailed health risk assessment is not warranted. Potential air toxic impacts to off-site populations would be less than significant. 3.3.8.2 Operational Impacts from TACs to On-Site Population The CARB’s Air Quality and Land Use Handbook: A Community Health Perspective (March 2005) provides important air quality information about certain types of facilities (e.g., freeways, refineries, rail yards, ports, etc.) that should be considered when siting sensitive land uses (e.g., residences). A key air pollutant common to these sources is particulate matter from diesel engines. CARB identifies DPM as both a carcinogen and long-term chronic TAC. Gasoline exhaust also results in additional TAC emissions (e.g., 1,3 butadiene, benzene, formaldehyde, etc). Because living near sources of air toxics may increase both cancer and noncancer health risks, CARB recommends that proximity be considered in the siting of new sensitive land uses. CARB’s recommendations are based primarily on data showing that the air pollution exposure can be reduced as much as 80 percent with recommended separation. The CARB recommends that site-specific project design improvements may help reduce air pollution 14 SCAQMD, Health Risk Assessment Guidance for Analyzing Cancer Risks from Mobile Source Diesel Emissions, December 2002. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 25 exposures and should also be considered when siting new sensitive land uses. The recommendations are advisory and should not be interpreted as defined “buffer zones.” In addition, the CARB recognizes that site-specific analysis is preferred over use of the recommended site distances, which is similar to a screening level approach. Where possible, CARB recommends a minimum separation between new sensitive land uses and existing sources. However, this is not always possible, particularly where there is an elevated health risk over large geographical areas (e.g. urbanized areas of Southern California). The CARB recommends avoiding new sensitive land uses within 500 feet of a freeway, urban roads with 100,000 vehicles/day, or rural roads with 50,000 vehicles per day. The basis for the recommended distance is a southern California study that showed measured concentrations of vehicle-related pollutants drop dramatically within approximately 300 feet of the I-710 and I-405 freeways.15 Another study looked at the validity of using distance from a roadway as a measure of exposure to traffic related air pollution. This study showed that concentrations of traffic related pollutants declined by 70 percent at a distance of 500 feet.16 CARB concluded that these findings were also consistent with air quality modeling and risk analyses done by CARB staff. The CARB siting recommendations also recommends that sensitive receptors should not be sited within 300 feet of a large gas station (defined as a facility with a throughput of 3.6 million gallons per year or greater), 50 feet for typical gas dispensing facilities or within 300 feet of a dry cleaning facility that uses perchloroethylene, among other siting recommendations. According to a visual site survey and search on the SCAQMD Facility Information (FIND) database, no permitted TAC sources are located within the advisory recommendations promulgated by the CARB. However, the actual project boundary is located within 500 feet of the I-15 freeway. Since residential uses may potentially be located within 500 feet of the freeway, a mitigation measure will be added to ensure the project is consistent with CARB siting guidelines. As such, carcinogenic risk to on-site sensitive populations would be less than significant with mitigation. 3.3.9 Operational Related Odors According to the SCAQMD CEQA Air Quality Handbook, land uses associated with odor complaints typically include agricultural uses, wastewater treatment plants, food processing plants, chemical plants, composting, refineries, landfills, dairies, and fiberglass molding. The proposed project, by changing the zoning designation of the area, would not include any uses identified by the SCAQMD as being associated with odors. As the operational activities will 15 Zhu, Y et al. “Study of Ultra-Fine Particles Near a Major Highway with Heavy Duty Diesel Traffic.” Atmospheric Environment. 2002; 26:4323-4335. 16 Knape, M. “Traffic related air pollution in city districts near motorways.” The Science of the Total Environment. 1999: 235:339-341. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 26 include standard refuse handling processes, they are not expected to be a source of off-site odor complaints. Therefore implementation of the project would have a less than significant impact. 3.3.10 Operational Greenhouse Gas Emissions Emissions of GHGs were calculated for the existing and projected future uses with implementation of the proposed project. Results are presented in Table 6 on page 29. Also included is CARB’s draft estimated 2004 State-wide inventory, the latest year for which data are available. As shown, the net increase in GHG emissions from mobile source, electrical, and natural gas usage associated with the proposed project is approximately 0.00039 percent of the 2004 statewide total. As described above, this GHG analysis was performed in accordance with existing non-GHG specific SCAQMD and CARB guidance. There are many uncertainties involved in the quantification of GHG emissions from any individual development project. Newer construction materials and practices, current energy efficiency requirements, and newer appliances tend to emit lower levels of air pollutant emissions, including GHGs, as compared to those built years ago, but the net effect is difficult to quantify. Thus, the estimated net increase in emissions resulting from implementation of the proposed project presented above may be an overor under-estimation. The following project features would promote the reduction of GHG emissions, and are described below: • Construction of the project would be required to exceed Title 24 standards by 10 percent. • The project will incorporate sealed duct systems, which have the potential to increase heating and cooling efficiency by 30 percent. • Fluorescent lighting will installed throughout the project. Compact fluorescent light bulbs (CFLs) use up to 75 percent less energy than traditional incandescent bulbs. CFLs also produce substantially less heat than incandescent bulbs, and can thus reduce home cooling demand. • “Energy Star” appliances, such as dishwashers, washing machines, and refrigerators will be installed throughout the project. “Energy Star” qualified appliances utilize advanced technologies that require 10 to 50 percent less energy than standard models. “Energy Star” dishwashers and washing machines are also more waterefficient, and thus save energy associated with treatment and conveyance of water. • The proposed project will reduce the energy associated with heating and cooling loads through the use of high-albedo (or reflective) roofing. Light colored roofing increases the reflectance of the roof, and thus reduces GHG emissions from heating and cooling equipment. In addition, these roofs can mitigate the heat island effect by reducing the absorption of solar energy. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 27 • Heating and cooling demand will be reduced through the thermal insulation properties of double-paned windows. • The project will also use “Energy Star” air conditioning equipment and programmable thermostats to control heating and cooling equipment. “Energy Star” central air conditioners are approximately 14 percent more efficient than standard models, and room air conditioners require approximately 10 percent less energy than standard models. Programmable thermostats can save up to 20 percent of heating and cooling costs by automatically reducing home heating and cooling when it is not needed. The City of Temecula will require homes to include at least two of the following features in order to obtain Certificate of Occupancy: • Spectrally selective or Low-E glass windows reduce energy loss, and thus decrease heating and cooling demand. • Enhanced insulation, which is above code by at least five percent. • Utilize trees to shade the project’s structures, sidewalks, patios, and driveways. • Solar water heaters, which can reduce operating costs by 90 percent. • Solar power generation through roof-mounted photovoltaic cells, which can reduce grid energy demand. The City of Temecula will also require homes to use one of the following features in order to obtain Certificate of Occupancy: • Engineered and certified wood, which is harvested in a sustainable manner. • Tankless water heaters, which require less energy than traditional water heaters. • Cellulose attic insulation made from recycled materials. • Sustainable flooring made from recyclable materials, such as bamboo and cork. Actual project emissions will be lower than the estimates presented for the operational scenarios above, as the estimates do not account for the emissions reduction requirements associated with AB 1493, SB 1368, AB 32, Executive Order S-3-5, and regulations that have yet to be created. According to the California Energy Commission (CEC), the reductions in emissions anticipated under AB 1493 (if reinstated) will be equivalent to reducing gasoline 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 28 consumption to a rate of 31 percent of 1990 gasoline consumption (and associated GHG emissions) by 2020. Similarly, emission standards on the State’s power plants under SB 1368 have not been used to predict emissions shown in Table 6 and will likely result in actual emissions below the levels presented. It is difficult to estimate what portion of the direct and indirect GHG emissions presented above represent new GHG emissions versus existing displaced emissions. Displaced emissions are those that prior to the project, are created and emitted elsewhere; whereas new GHG emissions are those that do not and would not exist without implementation of the project, creating an incremental increase in emissions. This project would provide housing to accommodate the projected increase in demand for housing within the region. Those who would occupy the new homes already generate GHG emissions through their current activities; any net increase in such emissions with their relocation to the site would depend on the nature of their current activities, such as the distance of their commute, the energy demand associated with their current homes, and other factors. Accordingly, assuming all project-related operational emissions are new is conservative for this reason as well. Due to the complex physical, chemical and atmospheric mechanisms involved in global climate change, there is no basis for concluding that the project's very small theoretical emissions increase could actually cause a measurable increase in global GHG emissions necessary to force global climate change. The GHG emissions of the project alone cannot cause a direct physical change in the environment. It is global emissions in their aggregate that contribute to climate change, not any one source of emissions alone. Therefore, due to the incremental amount of GHG emissions estimated for this project, the fact that estimated operational emissions are likely overstated (due to the fact that it is speculative to account for reductions through future regulations or to offset precisely for existing emissions by future occupants of the project), and the lack of any evidence for concluding that the project's GHG emissions could cause any measurable increase in global GHG emissions necessary to force global climate change, the project is not considered to have a significant impact with respect to global climate change on a project-specific basis. Moreover, there is no non-speculative method for assessing how the project's very small theoretical GHG emissions increase could cause a significant project-specific effect on global climate change. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 29 3.3.11 Consistency with Regional Air Quality Plan The SCAQMD is required, pursuant to the Clean Air Act, to reduce emissions of certain pollutants for which the Basin is in non-attainment (i.e., ozone and PM10). The project would be subject to the SCAQMD’s Air Quality Management Plan (AQMP). The AQMP contains a comprehensive list of pollution control strategies directed at reducing emissions and achieving ambient air quality standards. These strategies are developed, in part, based on regional population, housing, and employment projections prepared by the Southern California Association of Governments (SCAG). SCAG is the regional planning agency for Los Angeles, Orange, Ventura, Riverside, San Bernardino and Imperial Counties and serves as a forum for regional issues relating to transportation, the economy, community development and the environment. SCAG serves as the federally designated metropolitan planning organization (MPO) for the southern California region. With regard to air quality planning, SCAG has prepared the Regional Comprehensive Plan and Guide (RCPG), which includes Growth Management and Regional Mobility chapters that form the basis for the land use and transportation control portions of the AQMP, and are utilized in the preparation of air quality forecasts and consistency analysis included in the AQMP. Both the RCPG and AQMP strategy incorporate projections from local planning documents. The determination of AQMP consistency is primarily concerned with the long-term influence of the project on air quality in the Basin. Neither the development of the project nor its operation would result in short-term regional impacts. The project would comply with Table 6 Operational Greenhouse Gas Emissions Emission Source CO2e d (Metric Tons) Project Mobile Sources 1,605 Electricity a 182 Natural Gas 96 Total 1,883 2004 Statewide Total c 479,740,000 Net Increase as Percentage of 2004 Statewide Inventory 0.00039% a Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. Water conveyance energy rates from California Energy Commission Staff Report: California's Water -Energy Relationship. 2005. b Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. c Statewide Greenhouse Gas Emissions Inventory: http://www.CARB.ca.gov/cc/ccei/emsinv/emsinv.htm. d All CO2e factors were derived using the California Climate Action Registry General Reporting Protocol; Version 2.2, March 2007. Source: PCR Services Corporation, 2008. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 30 SCAQMD Rule 403 and would implement all feasible mitigation measures for control of PM10 and PM2.5; the project would be consistent with the goals and policies of the AQMP for control of fugitive dust. Because the proposed project would not result in a change in dwelling units or occupants or activities, it is not in conflict with AQMP. The project’s long-term influence would also be consistent with the goals and policies of the AQMP and is, therefore, considered consistent with the SCAQMD’s AQMP. 3.4 CUMULATIVE IMPACTS 3.4.1 Construction With respect to the project’s construction-period air quality emissions and cumulative Basin-wide conditions, the SCAQMD has developed strategies to reduce regional-impact pollutant emissions, as outlined in the AQMP pursuant to Federal Clean Air Act mandates. As such, the proposed project would comply with SCAQMD Rule 403 requirements, and implement all all feasible mitigation measures. In addition, the proposed project would comply with adopted AQMP emissions control measures. Per SCAQMD rules and mandates, as well as the CEQA requirement that significant impacts be mitigated to the extent feasible, these same requirements (i.e., Rule 403 compliance, the implementation of all feasible mitigation measures, and compliance with adopted AQMP emissions control measures) would also be imposed on construction projects Basin-wide, which would include each of the related projects listed in Table 7. Nevertheless, construction-period localized emissions associated with the proposed project are already projected to result in a significant impact to air quality. As such, cumulative impacts to air quality during construction would be also be significant. Similar to the proposed project, the greatest potential for TAC emissions at each related project would involve diesel particulate emissions associated with heavy equipment operations during grading and excavation activities. According to SCAQMD methodology, health effects from carcinogenic air toxics are usually described in terms of individual cancer risk. “Individual Cancer Risk” is the likelihood that a person exposed to concentrations of TACs over a 70-year lifetime will contract cancer, based on the use of standard risk-assessment methodology. While it is anticipated that much of the site grading would be accomplished within a 4-month time period, unforeseen delays could extend these activities. Given that the proposed project’s contribution to cancer risk from construction activities would be short-term, less than significant and localized, related projects that have not already been built would not result in a long-term (i.e., 70 years) substantial source of TAC emissions. It was also determined that related projects in close proximity (1/4 mile) would be fully built before construction of the proposed project commences or consist of less development when compared to the proposed project. Given the size of the related projects in close proximity, related projects would not be expected to contribute to a cumulative construction impact. Thus, TAC emissions from the related projects are anticipated to be less than significant individually and cumulatively. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 31 Table 7 Related Projects 1. Summerhouse 2. Temecula Creek Inn 3. Tentative Map 30180 (Not Built) EZ Lube Bank 4. Temecula Creek 5. Vail Ranch Towne Center 6. Tentative Tract Map No. 29473 7. Tentative Tract Map No.29031 8. Tentative Tract Map No. 30052 9. Pechanga Casino Expansion 10. Margarita Canyon 11. Rancho Community Church Middle School High School 12. Wolf Creek Single Family Residential Community Commercial Neighborhood Commercial 13. Morgan Hill 14. Tentative Tract Map No. 24188 15. Apis Plaza 16. Paloma Del Sol Office Building 17. Park & Ride at SR 79 /La Paz 18. Temecula Lane I 19. Roripaugh Ranch SPA 20. De Portola Meadows Single Family Residential Multi-Family Residential 21. St Thomas of Canterbury 22. Hemmingway at Redhawk 23. Temecula Professional Building II 24. Gateway Plaza 25. Redhawk Condos 26. Stratford at Redhawk 27. Butterfield Station (Retail) 28. De Portola Professional Offices 29. Heritage Hotel Hotel Restaurant 30. Halcon de Rojo 31. Temecula Hospital Phase I Hospital2 Medical Office Temecula Hospital Phase II Hospital2 Medical Office Cancer Rehab Center3 Rehab and Physical Therapy3 Source: Albert A. Webb Associates, 2008 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 32 Also similar to the proposed project, potential sources that may emit odors during construction activities at each related project would likely include the use of architectural coatings and solvents. SCAQMD Rule 1113 limits the amount of volatile organic compounds from architectural coatings and solvents. Via mandatory compliance with SCAQMD Rules, it is anticipated that construction activities or materials used in the construction of the related projects would not create objectionable odors. Thus, odor impacts from related projects are anticipated to be less than significant individually, as well as cumulatively in conjunction with the proposed project. 3.4.2 Operation The SCAQMD’s approach for assessing cumulative impacts related to operations is based on attainment of ambient air quality standards in accordance with the requirements of the Federal and State Clean Air Acts. As discussed discussed earlier, the SCAQMD has developed a comprehensive plan, the 2007 AQMP, which addresses the region’s cumulative air quality condition. A significant impact may occur if a project would add a cumulatively considerable contribution of a federal or state non-attainment pollutant. Because the Basin is currently in nonattainment for ozone, PM10 and PM2.5, related projects could exceed an air quality standard or contribute to an existing or projected air quality exceedance. Cumulative impacts to air quality are evaluated under two sets of thresholds for CEQA and the SCAQMD. In particular, CEQA Guidelines Sections 15064(h)(3) provides guidance in determining the significance of cumulative impacts. Specifically, Section 15064(h)(3) states in part that: “A lead agency may determine that a project’s incremental contribution to a cumulative effect is not cumulatively considerable if the project will comply with the requirements in a previously approved plan or mitigation program which provides specific requirements that will avoid or substantially lessen the cumulative problem (e.g., water quality control plan, air quality plan, integrated waste management plan) within the geographic area in which the project is located. Such plans or programs must be specified in law or adopted by the public agency with jurisdiction over the affected resources through a public review process to implement, interpret, or make specific the law enforced or administered by the public agency…” For purposes of the cumulative air quality analysis with respect to CEQA Guidelines Section 15064(h)(3), the project’s incremental contribution to cumulative air quality impacts is determined based on compliance with the SCAQMD’s adopted 2007 Air Quality Management Plan (AQMP). 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 33 The proposed project would not conflict with or obstruct implementation of the applicable air quality plan, which in this case is the AQMP. A project is deemed inconsistent with air quality plans if it results in population and/or employment growth that exceeds growth estimates in the applicable air quality plan. In turn, the AQMP relies upon growth projections adopted by the SCAG, which in turn relies upon adopted General Plan growth projections. Consequently, compliance with the City’s General Plan typically results in compliance with the AQMP. As the proposed project is not part of an ongoing regulatory program, the SCAQMD recommends that project specific air quality impacts be used to determine the potential cumulative impacts to regional air quality. As discussed above, peak daily emissions of operation-related pollutants would not exceed SCAQMD regional significance thresholds. By applying SCAQMD’s cumulative air quality impact methodology, implementation of the proposed project would not result in an addition of pollutants such that considerable cumulative impacts in conjunction with related projects in the region would occur. Therefore, the emissions of non-attainment pollutants and precursors generated by project operation in excess of the SCAQMD project-level thresholds would be less than significant. With respect to TAC emissions, the proposed project would not represent a substantial source of TAC emissions. Therefore, there is a less than significant impact on cumulative risk from TACs to off-site sensitive land uses. Impacts from off-site pollution to on-site sensitive land uses (residences) would also be less than significant as detailed above in Section 3.3.8. 3.4.3 Global Climate Change As indicated in the analysis above, the estimate of project GHG emissions is conservative. Nevertheless, the project is estimated to represent a net increase of 0.00039 percent of 2004 State-wide total emissions at buildout in 2010. Moreover, a sizeable percentage of the operational GHG emissions conservatively associated with the proposed project likely should not be considered new emissions attributable to the project because the future occupants of the project already generate emissions through their current activities. Further, the emissions estimate does not reflect improvements in technology and other reductions in GHG emissions that are likely to occur pursuant to State regulations, such as AB1493, SB1368, AB 32, and Executive Order S-3-5, as well as future federal and/or State regulations. Accordingly, the project has incorporated design features to reduce the project's potential impact with respect to GHG emissions that are consistent with the goals of AB 32 and the CAT strategies discussed in this EIR and summarized in Table 8 on page 34. AB1493 mandates that CARB create GHG emission reduction rules for cars and light trucks. According to the CEC, if AB1493 is reinstated, the reductions in emissions will be equivalent to reducing gasoline consumption to a rate of 31 percent of 1990 gasoline consumption (and associated GHG emissions) by 2020. When the rules are fully implemented 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 34 and older cars are replaced with AB1493 compliant vehicles, there will be further reduction in GHGs from trips to and from the proposed project. New power plant emission standards are proposed and anticipated to go into effect as a result of AB 32. These anticipated emission reductions are not taken into account for this project, and future CO2e emission factors would be reduced when these measures go into effect. In June 2005, Governor Schwarzenegger signed Executive Order S-3-05, which established GHG emissions targets for the state, as well as a process to ensure the targets are met. As a result of this executive order, the California Climate Action Team (CAT), led by the Secretary of the California EPA, was formed. The CAT published its report in March 2006, in which it laid out recommendations and strategies for reducing GHG emissions and reaching the targets established in the executive order.17 Table 8 on page 34 illustrates the project’s consistency with those recommendations and strategies presented in the CAT report. The project features listed in Table 8 apply directly to CAT strategies for reducing GHG emissions. The proposed project, results in an estimated increase of only 0.00039 percent in 2004 State-wide emissions. By incorporating the above-listed project features as illustrated in Table 8 ,the proposed project is supportive of the State’s goals related to the reduction of greenhouse gases. Thus, the project does not result in a cumulatively significant impact. Therefore, no mitigation is required. Table 8 Consistency with Applicable California Climate Action Team Strategies Strategies for Reducing GHG Emissions Project Consistency Diesel Anti-Idling Reduce diesel-fueled commercial motor vehicle idling. All construction vehicles would be prohibited from idling in excess of five minutes, both on-and off-site. Alternative Fuels: Biodiesel Blends and Ethanol Increase the use of alternative fuels that are less GHGintensive. The fuel used by vehicles travelling to and from the project would be subject to regulations pertaining to the use of biodiesel to displace California diesel fuel, and to increase in the ethanol percentage used in gasoline. In addition, project residents may choose to purchase flexfuel vehicles. Achieve 50 percent Statewide Recycling Goal Achieve California’s 50 percent waste diversion mandate (Integrated Waste Management Act of 1989) to reduce GHG emissions associated with virgin material extraction. AB 939 would apply to the proposed project through the County’s regulatory plan. 17 California Climate Action Team. Climate Action Team Report to Governor Schwarzenegger and the Legislature, 2006. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 35 Table 8 Consistency with Applicable California Climate Action Team Strategies Strategies for Reducing GHG Emissions Project Consistency Urban Forestry Increase carbon sequestration by planting five million trees in urban areas statewide by 2020. Planting shade trees is one of the options for reducing energy consumption required by the City of Temecula. Water Use Efficiency Implement efficient water management practices and incentives, as saving water saves energy and GHG emissions. Water-efficient Energy Star appliances, such as dishwasher and washing machines would be installed throughout the project. Building Energy Efficiency Standards in Place and in Progress The California Energy Commission updates building energy efficiency standards that apply to newly constructed buildings and additions to and alterations to existing buildings. Both the Energy Action Plan and the Integrated Energy Energy Policy Report call for ongoing updating of the standards Construction of the proposed project would be required to exceed the standards of Title 24 in effect at the time of development by 10 percent. Appliance Energy Efficiency Standards in Place and in Progress The California Energy Commission updates appliance energy efficiency standards that apply to electrical devices or equipment sold in California. Recent policies have established specific goals for updating the standards; new standards are currently in development. Energy Star appliances, such as dishwashers, washing machines and/or refrigerators would be installed throughout the project. Green Buildings Initiative Reduce energy use in public and private buildings to comply with Governor Schwarzenegger’s Green Building Executive Order, S-20-04, which mandates a 20 percent reduction in building energy use by 2015. The proposed project would incorporate duct sealing, light colored roofing materials, double paned windows, and Energy Star thermostats and air conditioners in order to reduce the heating and cooling demand of the project. The project would install energy-efficient street lighting, and fluorescent lighting throughout the project. In addition, the following are options for reducing energy consumption required by the City of Temecula: shade tress, double paned, Low-E glass windows, enhanced insulation, California Solar Initiative Install one million solar roofs on homes and businesses and increase the use of solar thermal systems to offset the growing demand for natural gas and reduce GHG emissions from electricity usage and heating applications. Two options for reducing energy consumption as required by the City of Temecula are installing solar water heaters in lieu of conventional gas and electric powered water heaters, and roof mounted photovoltaic cells on individual houses to generate electricity. Climate Action Team strategies not listed are not applicable to this project. Source: PCR Services Corporation, 2008. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 36 3.5 MITIGATION MEASURES 3.5.1 Construction Activities The following mitigation measures are (1) intended to implement requirements of SCAQMD Rule 403 (Fugitive Dust) and (2) set forth a program of air pollution control strategies designed to reduce the proposed project’s air quality impacts to the extent feasible during construction. Table 6 Project Construction Emissionsa Mitigated Stage VOC NOX CO SO2 PM10b PM2.5 Regional Emissions (On-site + Off-site) Road Construction 4 31 16 0 9 3 Mass Grading c 10 85 44 0 24 8 Blasting 0 17 67 2 2 0 Fine Site Grading 1 10 5 0 1 0 Building Construction 9 36 180 0 3 3 Painting 16 0 1 0 0 0 Asphalt 7 33 17 0 2 2 Maximum Overlapping Regional Emissions 25 112 197 2 27 10 Regional Construction Daily Significance Threshold 75 100 550 150 150 55 Over/(Under) (50) 29 (353) (148) (123) (45) Exceed Threshold? No Yes No No No No a Compiled using the URBEMIS 2007 emissions inventory model. The equipment mix and use assumption for each phase is provided in Appendix A. b PM10 emissions estimates are based on compliance with SCAQMD Rule 403 requirements for fugitive dust suppression. c Mass grading emissions includes blasting activities. Blasting emissions were calculated using USEPA AP-42 emission factors. d The SCAQMD LSTs are based on Source Receptor Area 25 (Temecula Valley) for a five acre site with sensitive receptors located approximately 25 meters from the construction activity. Source: PCR Services Corporation, 2008. Mitigation Measure 1: General contractors shall implement a fugitive dust control program pursuant to the provisions of SCAQMD Rule 403.18 Mitigation Measure 2: All construction equipment shall be properly tuned and maintained in accordance with manufacturer’s specifications. 18 SCAQMD Rule 403 requirements are detailed in Appendix A. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 37 Mitigation Measure 3: General contractors shall maintain and operate construction equipment so as to minimize exhaust emissions. During construction, trucks and vehicles in loading and unloading queues would turn their engines off when not in use to reduce vehicle emissions. Construction emissions should be phased and scheduled to avoid emissions peaks and discontinued during second-stage smog alerts. Mitigation Measure 4: Electricity from power poles rather than temporary diesel-or gasoline-powered generators shall be used to the extent feasible. Mitigation Measure 5: All construction vehicles shall be prohibited from idling in excess of ten minutes, both on-and off-site. Mitigation Measure 6: The Applicant shall utilize coatings and solvents that are consistent with applicable SCAQMD rules and regulations. 3.5.2 Operational Activities During the operational phase, the proposed project would not result in regional emissions that exceed regional SCAQMD significance thresholds and no mitigation measures would be necessary for operational emissions. However, since the project may introduce residential uses near the I-15 freeway which would expose residences to levels of TACs. According CARB land use guidelines, it is recommended that residential uses be located at least 500 feet away from freeways or high traffic roads. The following mitigation measure is proposed to ensure the project is consistent with CARB recommended siting guidelines: Mitigation Measure 7: Residential uses shall be located at least 500 feet from the edge of the I-15 freeway, consistent with CARB siting recommendations. 3.6 LEVEL OF SIGNIFICANCE AFTER MITIGATION 3.6.1 Construction Activities Implementation of the mitigation measures described above would reduce regional and localized construction emissions for all pollutants. Localized PM10 and PM2.5 emissions would be reduced by approximately 30 percent. Localized NO2 and and CO concentrations would be reduced by two to three percent. Even with incorporation of mitigation measures, the project would remain in exceedance of the SCAQMD localized significance thresholds for CO, NOX, PM10, and PM 2.5 during the most intense construction period. As such, project construction would continue to result in a significant localized impact even with incorporation of all feasible mitigation measures. 3.0 Air Quality Assessment City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 38 No notable impacts related to TAC emissions during construction are anticipated to occur for the proposed project. As such, potential impacts would be less than significant. The proposed project is not anticipated to generate a substantial amount of objectionable odor emissions during construction. Via mandatory compliance with SCAQMD Rules, no construction activities or materials are proposed that would create objectionable odors. As such, potential impacts would be less than significant. 3.6.2 Operation Activities Regional operational emissions would not exceed the SCAQMD daily emission threshold for regional CO, NOx, PM10, PM2.5, and VOC and no mitigation measures are necessary. Therefore, operation of the project would have a less than significant impact on regional air quality. No significant impacts related to local CO concentrations would occur for the proposed project. Project development would be consistent with the air quality polices set forth in the SCAQMD’s AQMP, resulting in an impact that is less than significant. As described earlier, neither on-or off-site sensitive receptors would not be exposed to substantial concentrations of air toxics from the project. Therefore, impacts would be less than significant as no mitigation would be necessary. The proposed project’s residential and commercial activities would not result in odiferous impacts at the closest sensitive receptors. While there is a potential for odors to occur, compliance with industry standard odor control practices, SCAQMD Rule 402 (Nuisance), and SCAQMD Best Available Control Technology Guidelines would limit potential objectionable odor impacts to a less-than-significant level. 4.0 ALTERNATIVES ANALYSIS Alternative 1: No Project – No Development The No Project – No Development Alternative would retain the project site in its current primarily undeveloped state. The 718 acres of privately-owned land would remain primarily vacant and in its natural state, with the exception of the four existing single-family residences. Approximately 4,279 acres located within the Santa Margarita Ecological Reserve (SMER) would continue to be conserved. This alternative evaluates the environmental impacts resulting from a continuance of the project site with existing but no new development. The No Project – No Development Alternative would result in neither construction activities nor new operational emissions sources. Thus, under this alternative, impacts to air quality would be avoided in comparison to the proposed project. Because this Alternative would result in no new GHG emissions, its impact to the global climate would be less than significant. Alternative 2: Existing County General Plan – Residential Only The Existing County General Plan – Residential Only Alternative would result in development of the project’s site in accordance with its current general plan designation. Within the project area 4,284 acres have a Residential County General Plan Land Use designation of “Open Space-Conservation Habitat” (OS-CH) while the remaining 713 acres are designated “Rural Mountainous” (RM). For the purposes of this analysis, the Rural Mountainous-designated property would be developed with single-family residential development at a density of one dwelling unit per ten acres. Since each existing lot, regardless of size, may be developed with one dwelling unit; when the maximum number of lots that can be created from existing 20-acre and larger lots is added to the number of lots smaller than 10 acres (that cannot be further subdivided), a maximum of 80 new dwelling units may be developed within that portion of the project area under Alternative 2. The “Open Space-Conservation Habitat” designated property would remain in open space and not be developed. The Existing County General Plan – Residential Only Alternative would result in impacts to air quality comparable to those of the proposed project. Construction and operation of the 80 residential units associated with this Alternative would result in a slightly lower emissions profile than the proposed project. The impact to air quality from construction activities would be significant, assuming a similar construction schedule. The impact from project operation would be less than significant. With regard to greenhouse gases, Riverside County does not have any green building standards by which the residences would be constructed. New construction without any green building design features would not represent any improvements above business as usual. Therefore, development under this Alternative would not be consistent with the State’s goals and AB32, and could result in a significant impact to global climate. Alternative 3: Residential Plus Surface Mining The Existing County General Plan – Residential Plus Surface Mining Alternative would result in development of the project site in accordance with its current general plan designation. Within the project area 4,284 acres have a Riverside County General Plan Land Use designation of “Open Space-Conservation Habitat” (OS-CH) while the remaining 713 acres are designated “Rural Mountainous” (RM). For purposes of this analysis, the 414 acres of the Rural 4.0 Cumulative Impacts City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 2 Mountainous-designated property would be developed with a surface mining operation for the extraction of aggregate resources and 299 acres of the Rural Mountainous-designated property would be developed with 25 single-family dwelling units. The Existing County General Plan – Residential Plus Surface Mining Alternative would result in impacts to air quality exceeding those of the proposed project. The alternative would increase the overall amount of earth moving and construction activities when compared to the proposed project. As with the proposed project, construction of this alternative would generate pollutant emissions through the use of heavy-duty construction equipment and haul trucks. Emissions from construction and operations of the surface mine were previously calculated in the Air Quality Impact Analysis (AQIA) for Liberty Quarry.19 A comparison of maximum daily construction emissions for this alternative would increase criteria pollutants by a factor of two to four. With such an increase, this alternative would cause criteria pollutants to exceed SCAQMD significance thresholds. As a result, regional impacts for this alternative are predicted to be significant and unavoidable for ROG, NOx, CO, PM10 and PM2.5. Operational emissions from surface mining were also calculated in the Liberty Quarry AQIA. The number of daily trips would be one to two orders of magnitude greater compared to the proposed project. The Liberty Quarry AQIA however, assumed a net reduction of operational truck trips due to the project providing an aggregate source closer to markets. As a result of locating the source closer to markets, this would reduce VMT in the region by approximately 26,000 miles per day20. A more recent study performed by Fehr and Peers demonstrates that it is unlikely that the proposed surface mining operation would result in a reduction in trips, but would actually increase VMT in the region by approximately 45,000 miles per day which in turn would increase operational emissions21. Therefore, total contributions to regional emissions under this alternative would result in significant and unavoidable impacts with respect to regional emissions of ROG, NOx, CO, PM10 and PM2.5. Localized operational impacts are determined mainly by the peak hour intersection traffic volumes. Compared to the proposed project, this alternative is forecasted to generate more operational trips during the peak hour. Since the localized CO hotspot analysis for the Liberty Quarry AQIA did not result in any significant impacts, this alternative would likewise not have any localized impacts due to a similar number of trips generated during the peak hour. With respect to potential air toxic impacts, a health risk assessment (HRA) was performed in the Liberty Quarry AQIA. Results of the HRA shows that cancer, chronic, and acute health risk remain below their respective SCAQMD and ARB significance thresholds. Thus, similar to the proposed project, this alternative would result in a less than significant air quality impact related to air toxics. 19 http://www.libertyquarryfacts.com/pdfs/hessel_report_final.pdf 20 Liberty Quarry Truck Traffic Miles Reduced Evaluation, April 12, 2006. Urban Cross Roads 21 Email correspondence with Chris Gray, Fehr and Peers. September 9, 2008. 4.0 Cumulative Impacts City of Temecula Santa Margarita Area Annexation PCR Services Corporation August 2008 Page 3 With regard to greenhouse gases, Riverside County does not have any green building standards by which the residences would be constructed. New construction without any green building design features would not represent any improvements above business as usual. Therefore, development under this Alternative would not be consistent with the State’s goals and AB32, and could result in a significant impact to global climate. Alternative 4: Annexation of Existing Sphere of Influence Alternative For purposes of this analysis, the Annexation of Existing Sphere of Influence Alternative would result in the annexation of 554 acres into the city of Temecula and the balance of the project site remaining in unincorporated Riverside County. The property annexed into the city of Temecula would consist of approximately 236 acres of privately-owned property designated Hillside Residential and developed with 21 single-family dwelling units, and 318 acres designated as Open Space. Property remaining in unincorporated Riverside County would include approximately 232 acres developed with 27 new single-family dwelling units, 250 acres developed with a surface mining operation and 3,966 acres of open space. It is assumed under this alternative that surface mining operations would be similar to that under the Existing County General Plan – Residential Plan Surface Mining Alternative (Alternative 3) with the same intensity of operation, but that such operations would occur within a smaller project site. Due to the smaller area available for the excavation of mineral resources, surface mining operations would exhaust available resources sooner and therefore would extend over a shorter overall period of time. The Annexation of Existing Sphere of Influence Alternative would result in impacts to air quality exceeding those of the proposed project. The alternative would increase the overall amount of earth moving and construction activities when compared to the proposed project. As with the proposed project, construction of this alternative would generate pollutant emissions through the use of heavy-duty construction equipment and haul trucks. Emissions from construction and operations of the surface mine were previously calculated in the Air Quality Impact Analysis (AQIA) for Liberty Quarry.22 Although this alternative would result in a smaller surface mine, the intensity of construction and operations of the surface mine would be similar to that of the Liberty Quarry AQIA. Emissions from construction and operations of this alternative would be similar to those of the Liberty Quarry AQIA on a daily basis. 22 http://www.libertyquarryfacts.com/ pdfs/hessel_report_final.pdf Temecula Annexation Air Quality Technical Report Air Quality Assessment Files Provided by PCR Services Corporation September 2008 • Construction Emissions Outputs and Calculation Sheets • Operations Emissions Outputs and Calculation Sheets Appendix A • Air Quality Worksheets and Output Files o Construction Emissions • Urbemis 2007 Construction Output Files • Construction Greenhouse Gas Emissions o Regional Operations Emissions • Urbemis 2007 Operations Output Files • Stationary Source Emissions • Operations Greenhouse Gas Emissions SO2 0.24 0.24 0.22 0.22 SO2 0.00 SO2 0.12 SO2 0.12 0.02 0.14 0.15 0.01 0.12 0.13 538.58 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 0.01 0.00 0.00 0.01 170.76 Time Slice 8/3/2009-10/9/2009 Active Days: 50 9.69 38.40 189.48 0.21 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 19,917.29 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.99 0.35 2.74 3.10 23,993.69 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.01 0.02 597.66 Time Slice 6/8/2009-7/31/2009 Active Days: 40 10.93 48.86 195.19 0.22 0.98 3.01 0.00 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 4.66 0.00 4.29 4.29 8,659.78 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 10.44 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 9,257.43 Mass Grading Dust 0.00 0.00 0.00 0.00 50.00 0.00 50.00 10.44 50.03 4.67 54.70 10.45 4.30 14.75 0.01 0.00 0.00 0.01 170.76 Mass Grading 03/02/2009-06/05/2009 10.72 89.41 46.73 0.01 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 10,535.97 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 50.04 5.21 55.25 10.46 4.79 15.25 0.02 0.00 0.00 0.01 213.45 Time Slice 3/2/2009-6/5/2009 Active Days: 70 11.96 99.87 52.44 0.01 0.00 0.00 0.00 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 2,979.36 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.54 1.54 0.00 1.42 1.42 20.00 4.18 0.00 4.18 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 1.42 5.60 3,192.81 Mass Grading Dust 0.00 0.00 0.00 0.00 20.00 0.00 3,192.81 Mass Grading 02/01/2009-02/28/2009 3.75 32.67 16.71 0.00 20.01 1.55 21.56 4.18 20.01 1.55 21.56 4.18 1.42 5.60 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 2/2/2009-2/27/2009 Active Days: 20 3.75 32.67 16.71 0.00 13,874.58 Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust TOTALS (lbs/day, unmitigated) 14.36 14.56 123.50 20.48 3.99 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 20.47 3.98 12,184.39 1,690.19 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROG NOx CO PM10 TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.01 0.01 ROG NOx CO PM10 PM2.5 CO2 3.30 0.35 2.11 2.46 22,839.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 25.43 35.89 177.91 0.97 2.33 2010 TOTALS (lbs/day unmitigated) 25.43 35.89 177.91 0.97 2.33 3.30 0.35 2.11 2.46 22,839.09 5.21 24.75 4.09 4.79 8.88 26,278.04 55.25 10.46 4.79 15.25 26,278.04 2009 TOTALS (lbs/day mitigated) 26.20 99.87 207.24 19.54 2009 TOTALS (lbs/day unmitigated) 26.20 99.87 207.24 50.04 5.21 PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO PM10 Dust Page: 1 9/19/2008 10:09:09 AM Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:09:09 AM Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 2.5 Fugitive Dust Level of Detail: Default Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Total Acres Disturbed: 100 Maximum Daily Acreage Disturbed: 1 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 8 hours per day 1 Concrete/Industrial Saws (10 hp) operating at a 0.73 load factor for 8 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Pumps (53 hp) operating at a 0.74 load factor for 8 hours per day Phase: Fine Grading 3/1/2009 -7/31/2009 -Foundations Total Acres Disturbed: 0 Maximum Daily Acreage Disturbed: 0 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 0.01 0.00 0.00 0.01 129.24 Phase Assumptions 0.00 0.00 0.00 Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 1.48 0.34 0.46 0.80 19,911.98 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.11 0.12 538.60 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.00 1.67 1.67 0.00 1.54 1.54 3.29 0.35 2.11 2.46 22,709.86 Building Off Road Diesel 4.08 23.31 14.31 0.00 2.11 2.46 22,839.09 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 129.27 Time Slice 1/1/2010-3/5/2010 Active Days: 46 25.43 35.89 177.91 0.22 0.97 2.33 3.30 0.35 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.07 1.12 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 19,917.29 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.46 0.35 2.25 2.61 22,844.42 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.46 0.80 19,917.29 Time Slice 12/7/2009-12/31/2009 Active Days: 19 26.20 38.47 190.60 0.22 0.97 2.48 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 1.48 0.34 0.46 0.80 19,917.29 Time Slice 11/10/2009-12/4/2009 Active Days: 19 9.69 38.40 189.48 0.21 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.00 1.81 1.81 0.00 1.67 1.67 3.45 0.35 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 0.01 213.45 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 2,077.03 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.07 0.70 0.77 0.02 0.64 0.67 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 3,562.88 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 2.26 2.34 0.03 2.08 2.10 5.78 0.38 4.33 4.70 26,278.04 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.46 0.80 19,917.29 Time Slice 10/12/2009-11/9/2009 Active Days: 21 16.56 73.26 207.24 0.24 1.05 4.74 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 Page: 1 9/19/2008 10:09:09 AM Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 6/8/2009-7/31/2009 Active 3.01 3.99 0.35 2.74 3.10 23,993.69 Days: 40 10.93 48.86 195.19 0.22 0.98 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.01 0.02 597.66 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 4.66 0.00 4.29 4.29 8,659.78 Mass Grading Dust 0.00 0.00 0.00 0.00 19.50 0.00 19.50 4.07 0.00 4.07 0.00 Mass Grading 03/02/2009-4.67 24.20 4.08 4.30 8.38 9,257.43 06/05/2009 10.72 89.41 46.73 0.01 19.53 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Time Slice 3/2/2009-6/5/2009 Active 5.21 24.75 4.09 4.79 8.88 10,535.97 Days: 70 11.96 99.87 52.44 0.01 19.54 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 0.00 1.54 1.54 0.00 1.42 1.42 2,979.36 Mass Grading Dust 0.00 0.00 0.00 0.00 7.80 0.00 7.80 1.63 0.00 1.63 0.00 Mass Grading 02/01/2009-1.55 9.36 1.63 1.42 3.06 3,192.81 02/28/2009 3.75 32.67 16.71 0.00 7.81 Time Slice 2/2/2009-2/27/2009 Active 1.55 9.36 1.63 1.42 3.06 3,192.81 Days: 20 3.75 32.67 16.71 0.00 7.81 ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Mitigated 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day 2 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 2 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 2 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description On Road Truck Travel (VMT): 0 Off-Road Equipment: 3 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Bore/Drill Rigs (291 hp) operating at a 0.75 load factor for 8 hours per day 1 Crushing/Processing Equip (142 hp) operating at a 0.78 load factor for 8 hours per day 2 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 20 lbs per acre-day Page: 1 9/19/2008 10:09:09 AM The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.01 129.24 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,911.98 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.11 0.12 538.60 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 3.29 0.35 2.11 2.46 22,709.86 Time Slice 1/1/2010-3/5/2010 Active 2.33 3.30 0.35 2.11 2.46 22,839.09 Days: 46 25.43 35.89 177.91 0.22 0.97 Coating Worker Trips 0.03 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 12/7/2009-12/31/2009 2.48 3.46 0.35 2.25 2.61 22,844.42 Active Days: 19 26.20 38.47 190.60 0.22 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 11/10/2009-12/4/2009 2.48 3.45 0.35 2.25 2.60 22,715.15 Active Days: 19 9.69 38.40 189.48 0.21 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.07 0.70 0.77 0.02 0.64 0.67 2,077.03 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.08 2.26 2.34 0.03 2.08 2.10 3,562.88 Time Slice 10/12/2009-11/9/2009 4.74 5.78 0.38 4.33 4.70 26,278.04 Active Days: 21 16.56 73.26 207.24 0.24 1.05 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 8/3/2009-10/9/2009 Active 2.48 3.45 0.35 2.25 2.60 22,715.15 Days: 50 9.69 38.40 189.48 0.21 0.97 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SO2 0.24 0.24 0.22 0.22 SO2 0.00 SO2 0.10 SO2 0.10 0.46 0.80 19,917.29 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 0.01 0.00 0.00 0.01 170.76 Time Slice 8/3/2009-10/9/2009 Active Days: 50 9.69 38.40 189.48 0.21 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 19,917.29 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.99 0.35 2.74 3.10 23,993.69 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.01 0.02 597.66 Time Slice 6/8/2009-7/31/2009 Active Days: 40 10.93 48.86 195.19 0.22 0.98 3.01 0.00 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 4.66 0.00 4.29 4.29 8,659.78 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 10.44 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 9,257.43 Mass Grading Dust 0.00 0.00 0.00 0.00 50.00 0.00 50.00 10.44 50.03 4.67 54.70 10.45 4.30 14.75 0.01 0.00 0.00 0.01 170.76 Mass Grading 03/02/2009-06/05/2009 10.72 89.41 46.73 0.01 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 10,535.97 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 50.04 5.21 55.25 10.46 4.79 15.25 0.02 0.00 0.00 0.01 213.45 Time Slice 3/2/2009-6/5/2009 Active Days: 70 11.96 99.87 52.44 0.01 0.00 0.00 0.00 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 2,979.36 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.54 1.54 0.00 1.42 1.42 20.00 4.18 0.00 4.18 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 1.42 5.60 3,192.81 Mass Grading Dust 0.00 0.00 0.00 0.00 20.00 0.00 3,192.81 Mass Grading 02/01/2009-02/28/2009 3.75 32.67 16.71 0.00 20.01 1.55 21.56 4.18 20.01 1.55 21.56 4.18 1.42 5.60 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 2/2/2009-2/27/2009 Active Days: 20 3.75 32.67 16.71 0.00 13,576.02 Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust TOTALS (lbs/day, unmitigated) 15.05 17.93 113.61 20.52 4.03 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 20.47 3.98 11,033.99 2,542.03 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROG NOx CO PM10 TOTALS (lbs/day, unmitigated) 4.59 1.99 0.85 0.05 0.05 ROG NOx CO PM10 PM2.5 CO2 3.30 0.35 2.11 2.46 22,839.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 25.43 35.89 177.91 0.97 2.33 2010 TOTALS (lbs/day unmitigated) 25.43 35.89 177.91 0.97 2.33 3.30 0.35 2.11 2.46 22,839.09 5.21 24.75 4.09 4.79 8.88 26,278.04 55.25 10.46 4.79 15.25 26,278.04 2009 TOTALS (lbs/day mitigated) 26.20 99.87 207.24 19.54 2009 TOTALS (lbs/day unmitigated) 26.20 99.87 207.24 50.04 5.21 PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO PM10 Dust Page: 1 9/19/2008 10:09:24 AM Urbemis 2007 Version 9.2.4 Combined Winter Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:09:24 AM On Road Truck Travel (VMT): 0 Off-Road Equipment: Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 2.5 Fugitive Dust Level of Detail: Default 20 lbs per acre-day Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Total Acres Disturbed: 100 Maximum Daily Acreage Disturbed: 1 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 8 hours per day 1 Concrete/Industrial Saws (10 hp) operating at a 0.73 load factor for 8 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Pumps (53 hp) operating at a 0.74 load factor for 8 hours per day Phase: Fine Grading 3/1/2009 -7/31/2009 -Foundations Total Acres Disturbed: 0 Maximum Daily Acreage Disturbed: 0 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 0.01 0.00 0.00 0.01 129.24 Phase Assumptions 0.00 0.00 0.00 Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 1.48 0.34 0.46 0.80 19,911.98 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.11 0.12 538.60 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.00 1.67 1.67 0.00 1.54 1.54 3.29 0.35 2.11 2.46 22,709.86 Building Off Road Diesel 4.08 23.31 14.31 0.00 2.11 2.46 22,839.09 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 176.87 0.21 0.97 2.32 129.27 Time Slice 1/1/2010-3/5/2010 Active Days: 46 25.43 35.89 177.91 0.22 0.97 2.33 3.30 0.35 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.07 1.12 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 19,917.29 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.46 0.35 2.25 2.61 22,844.42 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.46 0.80 19,917.29 Time Slice 12/7/2009-12/31/2009 Active Days: 19 26.20 38.47 190.60 0.22 0.97 2.48 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 1.48 0.34 0.46 0.80 19,917.29 Time Slice 11/10/2009-12/4/2009 Active Days: 19 9.69 38.40 189.48 0.21 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.00 1.81 1.81 0.00 1.67 1.67 3.45 0.35 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 0.01 213.45 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 2,077.03 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.07 0.70 0.77 0.02 0.64 0.67 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 3,562.88 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 2.26 2.34 0.03 2.08 2.10 5.78 0.38 4.33 4.70 26,278.04 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 Time Slice 10/12/2009-11/9/2009 Active Days: 21 16.56 73.26 207.24 0.24 1.05 4.74 Page: 1 9/19/2008 10:09:24 AM Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 8/3/2009-10/9/2009 Active 2.48 3.45 0.35 2.25 2.60 22,715.15 Days: 50 9.69 38.40 189.48 0.21 0.97 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 6/8/2009-7/31/2009 Active 3.01 3.99 0.35 2.74 3.10 23,993.69 Days: 40 10.93 48.86 195.19 0.22 0.98 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.01 0.02 597.66 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 4.66 0.00 4.29 4.29 8,659.78 Mass Grading Dust 0.00 0.00 0.00 0.00 19.50 0.00 19.50 4.07 0.00 4.07 0.00 Mass Grading 03/02/2009-4.67 24.20 4.08 4.30 8.38 9,257.43 06/05/2009 10.72 89.41 46.73 0.01 19.53 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Time Slice 3/2/2009-6/5/2009 Active 5.21 24.75 4.09 4.79 8.88 10,535.97 Days: 70 11.96 99.87 52.44 0.01 19.54 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 0.00 1.54 1.54 0.00 1.42 1.42 2,979.36 Mass Grading Dust 0.00 0.00 0.00 0.00 7.80 0.00 7.80 1.63 0.00 1.63 0.00 Mass Grading 02/01/2009-1.55 9.36 1.63 1.42 3.06 3,192.81 02/28/2009 3.75 32.67 16.71 0.00 7.81 Time Slice 2/2/2009-2/27/2009 Active 1.55 9.36 1.63 1.42 3.06 3,192.81 Days: 20 3.75 32.67 16.71 0.00 7.81 ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Mitigated 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day 2 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 2 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 2 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description 3 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Bore/Drill Rigs (291 hp) operating at a 0.75 load factor for 8 hours per day 1 Crushing/Processing Equip (142 hp) operating at a 0.78 load factor for 8 hours per day 2 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day Page: 1 9/19/2008 10:09:24 AM The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.01 129.24 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,911.98 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.11 0.12 538.60 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 3.29 0.35 2.11 2.46 22,709.86 Time Slice 1/1/2010-3/5/2010 Active 2.33 3.30 0.35 2.11 2.46 22,839.09 Days: 46 25.43 35.89 177.91 0.22 0.97 Coating Worker Trips 0.03 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 12/7/2009-12/31/2009 2.48 3.46 0.35 2.25 2.61 22,844.42 Active Days: 19 26.20 38.47 190.60 0.22 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 11/10/2009-12/4/2009 2.48 3.45 0.35 2.25 2.60 22,715.15 Active Days: 19 9.69 38.40 189.48 0.21 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.07 0.70 0.77 0.02 0.64 0.67 2,077.03 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.08 2.26 2.34 0.03 2.08 2.10 3,562.88 Time Slice 10/12/2009-11/9/2009 4.74 5.78 0.38 4.33 4.70 26,278.04 Active Days: 21 16.56 73.26 207.24 0.24 1.05 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Coating 12/07/2009-03/05/2010 1.23 Paving Off Road Diesel 13.36 Paving On Road Diesel 21.81 Paving Worker Trips 2.24 Building Worker Trips 1,483.84 Asphalt 10/12/2009-11/09/2009 37.41 Paving Off-Gas 0.00 Building 06/08/2009-03/05/2010 1,692.28 Building Off Road Diesel 168.32 Building Vendor Trips 40.12 Mass Grading Off Road Diesel 303.09 Mass Grading On Road Diesel 0.00 Mass Grading Worker Trips 20.92 Fine Grading Worker Trips 9.39 Mass Grading 03/02/2009-06/05/2009 324.01 Mass Grading Dust 0.00 Fine Grading Dust 0.00 Fine Grading Off Road Diesel 60.93 Fine Grading On Road Diesel 0.00 Mass Grading On Road Diesel 0.00 Mass Grading Worker Trips 2.13 Fine Grading 03/01/2009-07/31/2009 70.32 Mass Grading 02/01/2009-02/28/2009 31.93 Mass Grading Dust 0.00 Mass Grading Off Road Diesel 29.79 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Annual Tons Per Year, Mitigated CO2 2009 2,157.18 TOTALS (tons/year, unmitigated) 2,153.67 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES CO2 TOTALS ((tons/year, unmitigated) 2,462.56 TOTALS (tons/year, unmitigated) 308.89 OPERATIONAL (VEHICLE) EMISSION ESTIMATES CO2 Percent Reduction 0.00 AREA SOURCE EMISSION ESTIMATES CO2 2010 TOTALS (tons/year unmitigated) 525.30 2010 TOTALS (tons/year mitigated) 525.30 2009 TOTALS (tons/year unmitigated) 2,157.18 2009 TOTALS (tons/year mitigated) 2,157.18 Percent Reduction 0.00 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES CO2 Page: 1 9/19/2008 10:07:57 AM Urbemis 2007 Version 9.2.4 Combined Annual Emissions Reports (Tons/Year) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:07:57 AM PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: Architectural Coating 0.00 Coating Worker Trips 2.97 Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Building Vendor Trips 12.39 Building Worker Trips 457.98 Coating 12/07/2009-03/05/2010 2.97 2010 525.30 Building 06/08/2009-03/05/2010 522.33 Building Off Road Diesel 51.96 Architectural Coating 0.00 Coating Worker Trips 1.23 Temecula Annexation DEIR Construction Greenhouse Gas Emissions Emission Source 2009 2010 CO2 Emissions 2,157 525 CO2e Emissions 2,162 526 2004 Statewide Totalc 479,740,000 479,740,000 Net Increase as Percentage of 2004 Statewide Inventory 0.00045% 0.00011% Source: PCR Services Corporation, 2008. d All CO 2 E factors were derived using the California Climate CO2ed (Metric Tons) a Mobile source values were derived using EMFAC2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. b On site construction equipment values were derived using OFFROAD2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. c Statewide totals were derived from the CARB Draft California GHG Inventory. Construction Emissions (Localized Analysis) 1 10:08 AM 9/19/2008 Temecula Annexation DEIR Summer Operations Page: 1 8/20/2008 09:47:45 AM CO2 41,137.01 41,137.01 38,628.67 38,628.67 Emfac: Version : Emfac2007 V2.3 Nov 1 2006 3.98 12,184.39 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 80 Season: Summer TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 0.12 20.47 PM25 CO2 Single family housing 9.16 13.20 119.32 0.12 20.47 3.98 12,184.39 Source ROG NOX CO SO2 PM10 0.01 1,690.19 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 Architectural Coatings 0.29 Consumer Products 4.16 Landscape 0.65 0.04 3.62 0.00 0.01 0.01 5.81 Hearth PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 3.99 13,874.58 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 TOTALS (lbs/day, unmitigated) 14.36 14.56 123.50 0.12 20.48 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 0.12 20.47 3.98 12,184.39 ROG NOx CO SO2 PM10 0.01 1,690.19 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 ROG NOx CO SO2 PM10 PM2.5 CO2 9.42 10.72 0.46 8.63 9.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 44.34 164.07 241.62 0.31 1.30 2010 TOTALS (lbs/day unmitigated) 44.34 164.07 241.62 0.31 1.30 9.42 10.72 0.46 8.63 9.09 107.48 11.73 114.09 22.45 10.77 28.87 11.73 196.65 39.69 10.77 45.77 2009 TOTALS (lbs/day mitigated) 32.20 208.62 281.77 0.25 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 2009 TOTALS (lbs/day unmitigated) 32.20 208.62 281.77 0.25 190.04 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula08192008.urb924 Project Name: Temecula Annexation-Residential Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Urbemis Output 1 10:37 AM 8/27/2008 Temecula Annexation DEIR Summer Operations Page: 1 8/20/2008 09:47:45 AM Operational Changes to Defaults The urban/rural selection has been changed from Urban to Rural % of Trips -Commercial (by land use) 30.0 % of Trips -Residential 32.9 18.0 49.1 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 Residential Commercial Home-Work Home-Shop Home-Other Commute Non-Work Customer Motor Home 0.9 0.0 88.9 11.1 Travel Conditions Motorcycle 2.8 67.9 32.1 0.0 School Bus 0.1 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Urban Bus 0.1 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.9 0.0 22.2 77.8 Heavy-Heavy Truck 33,001-60,000 lbs 0.5 0.0 0.0 100.0 Lite-Heavy Truck 8501-10,000 lbs 1.6 0.0 81.2 18.8 Lite-Heavy Truck 10,001-14,000 lbs 0.5 0.0 60.0 40.0 Light Truck 3751-5750 lbs 22.9 0.4 99.6 0.0 Med Truck 5751-8500 lbs 10.6 0.9 99.1 0.0 Light Auto 51.7 1.2 98.6 0.2 Light Truck < 3750 lbs 7.3 2.7 94.6 2.7 Vehicle Fleet Mix Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 11,847.93 775.17 11,847.93 Single family housing 27.00 9.57 dwelling units 81.00 775.17 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Urbemis Output 2 10:37 AM 8/27/2008 Temecula Annexation DEIR Winter Operations Page: 1 8/20/2008 09:48:31 AM CO2 41,137.01 41,137.01 38,628.67 38,628.67 Emfac: Version : Emfac2007 V2.3 Nov 1 2006 3.98 11,033.99 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 60 Season: Winter TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 0.10 20.47 PM25 CO2 Single family housing 10.46 15.94 112.76 0.10 20.47 3.98 11,033.99 Source ROG NOX CO SO2 PM10 0.00 1,684.38 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated TOTALS (lbs/day, unmitigated) 4.55 1.32 0.56 0.00 0.00 Architectural Coatings 0.29 Consumer Products 4.16 Landscaping -No Winter Emissions Hearth PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 3.98 12,718.37 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOx CO SO2 SO2 PM10 TOTALS (lbs/day, unmitigated) 15.01 17.26 113.32 0.10 20.47 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 0.10 20.47 3.98 11,033.99 ROG NOx CO SO2 PM10 0.00 1,684.38 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 4.55 1.32 0.56 0.00 0.00 ROG NOx CO SO2 PM10 PM2.5 CO2 9.42 10.72 0.46 8.63 9.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 44.34 164.07 241.62 0.31 1.30 2010 TOTALS (lbs/day unmitigated) 44.34 164.07 241.62 0.31 1.30 9.42 10.72 0.46 8.63 9.09 107.48 11.73 114.09 22.45 10.77 28.87 11.73 196.65 39.69 10.77 45.77 2009 TOTALS (lbs/day mitigated) 32.20 208.62 281.77 0.25 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 2009 TOTALS (lbs/day unmitigated) 32.20 208.62 281.77 0.25 190.04 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust Urbemis 2007 Version 9.2.4 Combined Winter Emissions Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula08192008.urb924 Project Name: Temecula Annexation-Residential Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Urbemis Output 2 8/27/2008 10:40 AM Temecula Annexation DEIR Winter Operations Page: 1 8/20/2008 09:48:31 AM Operational Changes to Defaults The urban/rural selection has been changed from Urban to Rural % of Trips -Commercial (by land use) 30.0 % of Trips -Residential 32.9 18.0 49.1 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 Residential Commercial Home-Work Home-Shop Home-Other Commute Non-Work Customer Motor Home 0.9 0.0 88.9 11.1 Travel Conditions Motorcycle 2.8 67.9 32.1 0.0 School Bus 0.1 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Urban Bus 0.1 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.9 0.0 22.2 77.8 Heavy-Heavy Truck 33,001-60,000 lbs 0.5 0.0 0.0 100.0 Lite-Heavy Truck 8501-10,000 lbs 1.6 0.0 81.2 18.8 Lite-Heavy Truck 10,001-14,000 lbs 0.5 0.0 60.0 40.0 Light Truck 3751-5750 lbs 22.9 0.4 99.6 0.0 Med Truck 5751-8500 lbs 10.6 0.9 99.1 0.0 Light Auto 51.7 1.2 98.6 0.2 Light Truck < 3750 lbs 7.3 2.7 94.6 2.7 Vehicle Fleet Mix Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 11,847.93 775.17 11,847.93 Single family housing 27.00 9.57 dwelling units 81.00 775.17 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Urbemis Output 2 8/27/2008 10:40 AM Temecula Annexation DEIR Stationary Emissions Calculations Temecula Annexation DEIR Electricity Usage Electricity Usage Electricity Usage Rate a Total Electricity Usage CO ROC NOx PM10 SOx CO2 CH4 NO2 Land Use 1,000 Sqft (kWh\sq.ft\yr) (KWh\year) (MWh\Day) 0.2 0.01 1.15 0.04 0.12 804.54 0.0067 0.0037 Existing 0 Emissions from Electricity Consumption (lbs/day) Total Existing 0 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Project Residential (DU) 81.0 5,627 455,747 1.249 0.250 0.012 1.436 0.050 0.150 1004.565 0.008 0.005 Total Project 455,747 1.249 0.25 0.01 1.44 0.05 0.15 1,004.57 0.01 0.01 Net Emissions From Electricity Usage 0.25 0.01 1.44 0.05 0.15 1004.57 0.01 0.01 Summary of Stationary Emissions CO ROC NOx PM10 SOx Total Existing Emissions (lbs/day) 0.00 0.00 0.00 0.00 0.00 Total Project Emissions (lbs/day) 0.25 0.01 1.44 0.05 0.15 Total Net Emissions (lbs/day) 0.25 0.01 1.44 0.05 0.15 a Electricity Usage Rates from Table A9‐11‐A, CEQA Air Quality Handbook, SCAQMD, 1993. b Emission Factors from Table A9‐11‐B, CEQA Air Quality Handbook, SCAQMD, 1993. Emission Factors (lbs/MWh) b Stationary Emissions 4:42 PM 9/17/2008 Temecula Annexation DEIR Regional Emission Calculations (lbs/day) Summer Season VOC NOx CO SO2 PM10 PM2.5 Existing Mobile 0 0 0 0 0 0 Area 0 0 0 0 0 0 Stationary 0 0 0 0 0 0 Total Existing 0 0 0 0 0 0 Project Mobile 9 13 119 <1 20 4 Area 5 1 4 <1 <1 <1 Stationary <1 1 <1 <1 <1 <1 Total Project 14 16 124 <1 20 4 Net Project Net Mobile 9 13 119 <1 20 4 Net Area 5 1 4 <1 <1 <1 Net Stationary <1 1 <1 <1 <1 <1 Total Net 14 16 124 <1 20 4 SCAQMD Significance Thresho 55 55 550 150 150 55 Difference (41) (39) (426) (150) (130) (51) Significant? No No No No No No Regional Emission Calculations 4:43 PM 9/17/2008 Temecula Annexation DEIR Regional Emission Calculations (lbs/day) Winter Season VOC NOx CO SO2 PM10 PM2.5 Existing Mobile 0 0 0 0 0 0 Area 0 0 0 0 0 0 Stationary 0 0 0 0 0 0 Total Existing 0 0 0 0 0 0 Project Mobile 10 16 119 <1 20 4 Area 5 2 <1 <1 <1 <1 Stationary <1 1 <1 <1 <1 <1 Total Project 15 19 120 <1 21 4 Net Project Net Mobile 10 16 119 <1 20 4 Net Area 5 2 <1 <1 <1 <1 Net Stationary <1 1 <1 <1 <1 <1 Total Net 15 19 120 <1 21 4 SCAQMD Significance Thresho 55 55 550 150 150 55 Difference (40) (36) (430) (150) (129) (51) Significant? No No No No No No Regional Emission Calculations 4:44 PM 9/17/2008 Temeucla Annexation DEIR Greenhouse Gas Analysis Emission Source CO2Ee (Metric Tons) Project On-road Vehiclesa 1,605 Electricityb 182 Natural gasc 96 Total 1,883 Net Increase Total 1,883 2004 Statewide Totald 479,740,000 Net Increase as Percentage of 2004 Statewide Inventory 0.00039% Sources: PCR Services Corporation, 2008. e All CO2e factors were derived using the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008 a Mobile source values were derived using EMFAC2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. b Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. Water conveyance energy rates from California Energy Commission Staff Report: California's Water -Energy Relationship. 2005 c Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. d Statewide Greenhouse Gas Emissions Inventory: http://www.arb.ca.gov/cc/ccei/emsinv/emsinv.htm GHG Analysis 1 1 of 1 10:18 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Electricity Usage Rate a Land Use 1,000 Sqft (kWh\sq.ft\yr) (KWh\year) MWh\year Project Residential (DU) 81.0 5,627 455,747 456 Total Project 455,747 456 Net Project Electricity Usage 455,747 456 Water Conveyance (Water and Wastewater) Usage Rate c MGD kWh/MG (KWh\year) MWh\year Water Supply, Conveyance, Treatment, and Distribution 0.07 10,200 242,297 242 Wastewater Treatment 0.02 2,500 19,217 19 Net Project Water Power Usage 261,514 262 GHG lbs/MWhb lbs metric tons CO2E (metric tons) Existing CO2 878.71 0 0 0 CH4 0.0067 0 0 0 N2O 0.0037 0 0 0 Project 0.00 CO2 878.71 400469.007 181.6495378 181.6495378 CH4 0.0067 3.05350155 0.001385044 0.029085921 N2O 0.0037 1.68626205 0.000764875 0.237111242 Net 181.92 CO2 878.71 630,264 286 286 CH4 0.0067 5 0.00 0.05 N2O 0.0037 3 0.00 0 286 Total Annual CO2e a Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. b Electricity Usage Rates from California Energy Commission Staff Report: California's Water -Energy Relationship. 2005 c Emission factors for CO2, CH4, and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008 GHG Analysis 1 of 1 10:19 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Water and Wastewater Generation Factors Land Use Amount Units AF/Year/Unit MG/Year/Unit MG/Year GPD/Unit MG/Year/Unit MG/Year Existing 0 Total Existing 0.0 0.0 0.0 Project Residential (DU) 81.0 DU 0.90 0.293 23.8 260 0.095 7.7 Total Project 23.8 7.7 Net Project 23.8 7.7 Water Wastewater GHG Analysis 1 of 1 10:20 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Usage Ratec Total Natural Gas Usage Total Natural Gas Usage Total Natural Gas Usage Land Use 1,000 Sqft (cu.ft\sq.ft\mo) (cu.ft\mo) (cu.ft\year) (MMBTU\year) Existing 0 Total Existing 0.0 ---Project Residential (DU) 81.0 4,012 324,932 3,899,178 3,977 Total Project 324,932 3,899,178 3,977 Net Project 324,932 3,899,178 3,977 a Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. GHG Kg/MMBtub Kg metric tons CO2E (Metric Tons) ExistingCO2 53.06 ---CH4 0.0059 ---N2O 0.0001 ---Project 0.00 CO2 53.06 211,028.19 95.72 95.72 CH4 0.0059 2 3.47 0.01 0.22 N2O 0.0001 0 .40 0.00 0.06 Net 96.00 CO2 53.06 211,028.19 95.72 95.72 CH4 0.0059 2 3.47 0.01 0.22 N2O 0.0001 0 .40 0.00 0.06 96.00 Natural Gas Total Annual CO2E b Emission factors for CO2, CH4, and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. GHG Analysis 1 of 1 10:21 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis On Road Mobile Source Land Use Daily VMT Annual VMTa Existing 0 Total Existing --Project Residential (DU) 7 ,831 2,858,457 Total Project 7 ,831 2,858,457.35 Net Project 7 ,831 2,858,457.35 a Multiplied Daily VMT by 365 to get Annual VMT b Factors dervied from URBEMIS2007 545.3015714 0.036285714 0.05 GHG Gram/Mile Grams metric tons CO2E (Metric Tons) Existing CO2 545.3015714 ---CH4 0.036285714 ---N2O 0.05 ---Project -CO2 545.30 1,558,721,285 1,558.72 1 ,558.7212848 CH4 0.04 103,721 0.10 2 .1781445 N2O 0.05 142,923 0.14 4 4.3060889 Net 1,605.2055182 CO2 545.30 1,558,721,285 1,559 1 ,558.7212848 CH4 0.04 103,721 0 2 .1781445 N2O 0.05 142,923 0 4 4.3060889 1,605.2 d Emission factors for CH4 and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 2.2, March 2007 c Averaged EMFAC2007 fleet values for 0-65mph Riverside County CO2 2013 AVG Gram/Milec Total Annual CO2E Riverside County CH4 2013 AVG Gram/Milec Riverside County N2O 2013 AVG Gram/Miled GHG Analysis 1 of 1 10:22 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Pollutant Name: Carbon Dioxide Temperature: 60F Relative Humidity: 50% Speed Speed Grams/Mile MPH LDA LDT MDT HDT UBUS MCY ALL 0 336.99 5 1196.894 0 0 0 923.821 5238.32 0 0 336.99 10 910.944 5 951.143 1181.13 1702.067 2833.01 2699.97 242.49 1196.894 15 719.529 10 718.864 893.184 1258.349 2361.96 2465.06 204.982 910.944 20 590.411 15 563.915 701.099 972.086 1999.72 2326.33 177.166 719.529 25 506.07 20 459.136 571.209 783.566 1746.11 2241.87 156.523 590.411 30 449.259 25 387.993 483.015 658.193 1646.58 2189.37 141.363 506.07 35 412.588 30 340.293 423.884 575.483 1569.09 2156.67 130.56 449.259 40 391.672 35 309.758 386.03 523.215 1509.88 2136.99 123.394 412.588 45 384.183 40 292.633 364.801 494.27 1466.88 2126.63 119.462 391.672 50 389.376 45 286.914 357.712 484.929 1439.07 2123.77 118.637 384.183 55 407.938 50 291.95 363.954 494.038 1426.2 2127.92 121.073 389.376 60 442.127 55 308.312 384.238 522.765 1428.64 2139.79 127.254 407.938 65 496.241 60 337.914 420.935 420.935 574.856 1447.58 2161.5 138.113 442.127 AVG 545.3015714 65 384.38 478.537 657.496 1485.32 2197.18 155.248 496.241 Pollutant Name: Methane Temperature: 60F Relative Humidity: 50% Speed Grams/Mile Speed 0 0.037 MPH LDA LDT MDT HDT UBUS MCY ALL 5 0.085 10 0.064 0 0 0 0.157 0.396 0 0 0.037 15 0.049 5 0.065 0.078 0.094 0.329 0.18 0.313 0.085 20 0.04 10 0.05 0.061 0.074 0.193 0.127 0.267 0.064 25 0.033 15 0.04 0.049 0.06 0.104 0.094 0.237 0.049 30 0.029 20 0.032 0.041 0.049 0.063 0.072 0.218 0.04 35 0.026 25 0.027 0.034 0.042 0.052 0.058 0.206 0.033 40 0.024 30 0.023 0.029 0.037 0.043 0.048 0.2 0.029 45 0.023 35 0.02 0.026 0.033 0.037 0.042 0.198 0.026 50 0.022 40 0.019 0.024 0.03 0.032 0.037 0.201 0.024 55 0.023 45 0.018 0.023 0.029 0.03 0.035 0.209 0.023 60 0.025 50 0.018 0.023 0.029 0.03 0.033 0.223 0.022 65 0.028 55 0.018 0.023 0.029 0.031 0.032 0.246 0.023 AVG 0.036285714 60 0.02 0.025 0.031 0.035 0.033 0.28 0.025 65 0.022 0.028 0.034 0.04 0.034 0.332 0.028 CO2 CH4 EMFAC2007 Summary GHG Analysis 1 of 1 10:23 AM 8/27/2008 Temecula Annexation Air Quality Technical Report Air Quality Assessment Files Provided by PCR Services Corporation September 2008 • Construction Emissions Outputs and Calculation Sheets • Operations Emissions Outputs and Calculation Sheets Appendix A • Air Quality Worksheets and Output Files o Construction Emissions • Urbemis 2007 Construction Output Files • Construction Greenhouse Gas Emissions o Regional Operations Emissions • Urbemis 2007 Operations Output Files • Stationary Source Emissions • Operations Greenhouse Gas Emissions SO2 0.24 0.24 0.22 0.22 SO2 0.00 SO2 0.12 SO2 0.12 0.02 0.14 0.15 0.01 0.12 0.13 538.58 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 0.01 0.00 0.00 0.01 170.76 Time Slice 8/3/2009-10/9/2009 Active Days: 50 9.69 38.40 189.48 0.21 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 19,917.29 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.99 0.35 2.74 3.10 23,993.69 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.01 0.02 597.66 Time Slice 6/8/2009-7/31/2009 Active Days: 40 10.93 48.86 195.19 0.22 0.98 3.01 0.00 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 4.66 0.00 4.29 4.29 8,659.78 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 10.44 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 9,257.43 Mass Grading Dust 0.00 0.00 0.00 0.00 50.00 0.00 50.00 10.44 50.03 4.67 54.70 10.45 4.30 14.75 0.01 0.00 0.00 0.01 170.76 Mass Grading 03/02/2009-06/05/2009 10.72 89.41 46.73 0.01 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 10,535.97 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 50.04 5.21 55.25 10.46 4.79 15.25 0.02 0.00 0.00 0.01 213.45 Time Slice 3/2/2009-6/5/2009 Active Days: 70 11.96 99.87 52.44 0.01 0.00 0.00 0.00 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 2,979.36 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.54 1.54 0.00 1.42 1.42 20.00 4.18 0.00 4.18 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 1.42 5.60 3,192.81 Mass Grading Dust 0.00 0.00 0.00 0.00 20.00 0.00 3,192.81 Mass Grading 02/01/2009-02/28/2009 3.75 32.67 16.71 0.00 20.01 1.55 21.56 4.18 20.01 1.55 21.56 4.18 1.42 5.60 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 2/2/2009-2/27/2009 Active Days: 20 3.75 32.67 16.71 0.00 13,874.58 Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust TOTALS (lbs/day, unmitigated) 14.36 14.56 123.50 20.48 3.99 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 20.47 3.98 12,184.39 1,690.19 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROG NOx CO PM10 TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.01 0.01 ROG NOx CO PM10 PM2.5 CO2 3.30 0.35 2.11 2.46 22,839.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 25.43 35.89 177.91 0.97 2.33 2010 TOTALS (lbs/day unmitigated) 25.43 35.89 177.91 0.97 2.33 3.30 0.35 2.11 2.46 22,839.09 5.21 24.75 4.09 4.79 8.88 26,278.04 55.25 10.46 4.79 15.25 26,278.04 2009 TOTALS (lbs/day mitigated) 26.20 99.87 207.24 19.54 2009 TOTALS (lbs/day unmitigated) 26.20 99.87 207.24 50.04 5.21 PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO PM10 Dust Page: 1 9/19/2008 10:09:09 AM Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:09:09 AM Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 2.5 Fugitive Dust Level of Detail: Default Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Total Acres Disturbed: 100 Maximum Daily Acreage Disturbed: 1 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 8 hours per day 1 Concrete/Industrial Saws (10 hp) operating at a 0.73 load factor for 8 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Pumps (53 hp) operating at a 0.74 load factor for 8 hours per day Phase: Fine Grading 3/1/2009 -7/31/2009 -Foundations Total Acres Disturbed: 0 Maximum Daily Acreage Disturbed: 0 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 0.01 0.00 0.00 0.01 129.24 Phase Assumptions 0.00 0.00 0.00 Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 1.48 0.34 0.46 0.80 19,911.98 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.11 0.12 538.60 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.00 1.67 1.67 0.00 1.54 1.54 3.29 0.35 2.11 2.46 22,709.86 Building Off Road Diesel 4.08 23.31 14.31 0.00 2.11 2.46 22,839.09 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 129.27 Time Slice 1/1/2010-3/5/2010 Active Days: 46 25.43 35.89 177.91 0.22 0.97 2.33 3.30 0.35 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.07 1.12 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 19,917.29 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.46 0.35 2.25 2.61 22,844.42 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.46 0.80 19,917.29 Time Slice 12/7/2009-12/31/2009 Active Days: 19 26.20 38.47 190.60 0.22 0.97 2.48 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 1.48 0.34 0.46 0.80 19,917.29 Time Slice 11/10/2009-12/4/2009 Active Days: 19 9.69 38.40 189.48 0.21 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.00 1.81 1.81 0.00 1.67 1.67 3.45 0.35 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 0.01 213.45 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 2,077.03 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.07 0.70 0.77 0.02 0.64 0.67 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 3,562.88 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 2.26 2.34 0.03 2.08 2.10 5.78 0.38 4.33 4.70 26,278.04 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.46 0.80 19,917.29 Time Slice 10/12/2009-11/9/2009 Active Days: 21 16.56 73.26 207.24 0.24 1.05 4.74 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 Page: 1 9/19/2008 10:09:09 AM Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 6/8/2009-7/31/2009 Active 3.01 3.99 0.35 2.74 3.10 23,993.69 Days: 40 10.93 48.86 195.19 0.22 0.98 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.01 0.02 597.66 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 4.66 0.00 4.29 4.29 8,659.78 Mass Grading Dust 0.00 0.00 0.00 0.00 19.50 0.00 19.50 4.07 0.00 4.07 0.00 Mass Grading 03/02/2009-4.67 24.20 4.08 4.30 8.38 9,257.43 06/05/2009 10.72 89.41 46.73 0.01 19.53 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Time Slice 3/2/2009-6/5/2009 Active 5.21 24.75 4.09 4.79 8.88 10,535.97 Days: 70 11.96 99.87 52.44 0.01 19.54 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 0.00 1.54 1.54 0.00 1.42 1.42 2,979.36 Mass Grading Dust 0.00 0.00 0.00 0.00 7.80 0.00 7.80 1.63 0.00 1.63 0.00 Mass Grading 02/01/2009-1.55 9.36 1.63 1.42 3.06 3,192.81 02/28/2009 3.75 32.67 16.71 0.00 7.81 Time Slice 2/2/2009-2/27/2009 Active 1.55 9.36 1.63 1.42 3.06 3,192.81 Days: 20 3.75 32.67 16.71 0.00 7.81 ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Mitigated 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day 2 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 2 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 2 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description On Road Truck Travel (VMT): 0 Off-Road Equipment: 3 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Bore/Drill Rigs (291 hp) operating at a 0.75 load factor for 8 hours per day 1 Crushing/Processing Equip (142 hp) operating at a 0.78 load factor for 8 hours per day 2 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 20 lbs per acre-day Page: 1 9/19/2008 10:09:09 AM The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.01 129.24 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,911.98 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.11 0.12 538.60 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 3.29 0.35 2.11 2.46 22,709.86 Time Slice 1/1/2010-3/5/2010 Active 2.33 3.30 0.35 2.11 2.46 22,839.09 Days: 46 25.43 35.89 177.91 0.22 0.97 Coating Worker Trips 0.03 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 12/7/2009-12/31/2009 2.48 3.46 0.35 2.25 2.61 22,844.42 Active Days: 19 26.20 38.47 190.60 0.22 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 11/10/2009-12/4/2009 2.48 3.45 0.35 2.25 2.60 22,715.15 Active Days: 19 9.69 38.40 189.48 0.21 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.07 0.70 0.77 0.02 0.64 0.67 2,077.03 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.08 2.26 2.34 0.03 2.08 2.10 3,562.88 Time Slice 10/12/2009-11/9/2009 4.74 5.78 0.38 4.33 4.70 26,278.04 Active Days: 21 16.56 73.26 207.24 0.24 1.05 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 8/3/2009-10/9/2009 Active 2.48 3.45 0.35 2.25 2.60 22,715.15 Days: 50 9.69 38.40 189.48 0.21 0.97 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SO2 0.24 0.24 0.22 0.22 SO2 0.00 SO2 0.10 SO2 0.10 0.46 0.80 19,917.29 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 0.01 0.00 0.00 0.01 170.76 Time Slice 8/3/2009-10/9/2009 Active Days: 50 9.69 38.40 189.48 0.21 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 19,917.29 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.99 0.35 2.74 3.10 23,993.69 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.01 0.02 597.66 Time Slice 6/8/2009-7/31/2009 Active Days: 40 10.93 48.86 195.19 0.22 0.98 3.01 0.00 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.00 0.00 0.00 0.00 0.00 0.00 4.66 0.00 4.29 4.29 8,659.78 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 10.44 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 9,257.43 Mass Grading Dust 0.00 0.00 0.00 0.00 50.00 0.00 50.00 10.44 50.03 4.67 54.70 10.45 4.30 14.75 0.01 0.00 0.00 0.01 170.76 Mass Grading 03/02/2009-06/05/2009 10.72 89.41 46.73 0.01 0.00 0.00 0.00 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 1,107.78 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.53 0.00 0.49 0.49 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.49 0.50 1,278.54 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 10,535.97 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 50.04 5.21 55.25 10.46 4.79 15.25 0.02 0.00 0.00 0.01 213.45 Time Slice 3/2/2009-6/5/2009 Active Days: 70 11.96 99.87 52.44 0.01 0.00 0.00 0.00 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 2,979.36 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.54 1.54 0.00 1.42 1.42 20.00 4.18 0.00 4.18 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 1.42 5.60 3,192.81 Mass Grading Dust 0.00 0.00 0.00 0.00 20.00 0.00 3,192.81 Mass Grading 02/01/2009-02/28/2009 3.75 32.67 16.71 0.00 20.01 1.55 21.56 4.18 20.01 1.55 21.56 4.18 1.42 5.60 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 2/2/2009-2/27/2009 Active Days: 20 3.75 32.67 16.71 0.00 13,576.02 Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust TOTALS (lbs/day, unmitigated) 15.05 17.93 113.61 20.52 4.03 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 20.47 3.98 11,033.99 2,542.03 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROG NOx CO PM10 TOTALS (lbs/day, unmitigated) 4.59 1.99 0.85 0.05 0.05 ROG NOx CO PM10 PM2.5 CO2 3.30 0.35 2.11 2.46 22,839.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 25.43 35.89 177.91 0.97 2.33 2010 TOTALS (lbs/day unmitigated) 25.43 35.89 177.91 0.97 2.33 3.30 0.35 2.11 2.46 22,839.09 5.21 24.75 4.09 4.79 8.88 26,278.04 55.25 10.46 4.79 15.25 26,278.04 2009 TOTALS (lbs/day mitigated) 26.20 99.87 207.24 19.54 2009 TOTALS (lbs/day unmitigated) 26.20 99.87 207.24 50.04 5.21 PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO PM10 Dust Page: 1 9/19/2008 10:09:24 AM Urbemis 2007 Version 9.2.4 Combined Winter Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:09:24 AM On Road Truck Travel (VMT): 0 Off-Road Equipment: Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 2.5 Fugitive Dust Level of Detail: Default 20 lbs per acre-day Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Total Acres Disturbed: 100 Maximum Daily Acreage Disturbed: 1 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 8 hours per day 1 Concrete/Industrial Saws (10 hp) operating at a 0.73 load factor for 8 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Pumps (53 hp) operating at a 0.74 load factor for 8 hours per day Phase: Fine Grading 3/1/2009 -7/31/2009 -Foundations Total Acres Disturbed: 0 Maximum Daily Acreage Disturbed: 0 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 0.01 0.00 0.00 0.01 129.24 Phase Assumptions 0.00 0.00 0.00 Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 1.48 0.34 0.46 0.80 19,911.98 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.11 0.12 538.60 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.00 1.67 1.67 0.00 1.54 1.54 3.29 0.35 2.11 2.46 22,709.86 Building Off Road Diesel 4.08 23.31 14.31 0.00 2.11 2.46 22,839.09 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 176.87 0.21 0.97 2.32 129.27 Time Slice 1/1/2010-3/5/2010 Active Days: 46 25.43 35.89 177.91 0.22 0.97 2.33 3.30 0.35 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.07 1.12 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 19,917.29 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.95 0.53 1.48 0.34 0.46 0.80 0.15 0.01 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 0.97 2.48 3.45 0.35 2.25 2.60 3.46 0.35 2.25 2.61 22,844.42 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.46 0.80 19,917.29 Time Slice 12/7/2009-12/31/2009 Active Days: 19 26.20 38.47 190.60 0.22 0.97 2.48 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.02 0.14 0.15 0.01 0.12 0.13 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 22,715.15 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 0.97 2.48 3.45 0.35 2.25 2.60 1.48 0.34 0.46 0.80 19,917.29 Time Slice 11/10/2009-12/4/2009 Active Days: 19 9.69 38.40 189.48 0.21 0.12 0.13 538.58 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 2,259.28 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.00 1.81 1.81 0.00 1.67 1.67 3.45 0.35 2.25 2.60 22,715.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 0.01 213.45 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 2,077.03 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.07 0.70 0.77 0.02 0.64 0.67 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 3,562.88 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 2.26 2.34 0.03 2.08 2.10 5.78 0.38 4.33 4.70 26,278.04 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 Time Slice 10/12/2009-11/9/2009 Active Days: 21 16.56 73.26 207.24 0.24 1.05 4.74 Page: 1 9/19/2008 10:09:24 AM Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 8/3/2009-10/9/2009 Active 2.48 3.45 0.35 2.25 2.60 22,715.15 Days: 50 9.69 38.40 189.48 0.21 0.97 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 6/8/2009-7/31/2009 Active 3.01 3.99 0.35 2.74 3.10 23,993.69 Days: 40 10.93 48.86 195.19 0.22 0.98 Mass Grading Worker Trips 0.15 0.32 5.18 0.01 0.03 0.02 0.04 0.01 0.01 0.02 597.66 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 10.57 89.10 41.55 0.00 0.00 4.66 4.66 0.00 4.29 4.29 8,659.78 Mass Grading Dust 0.00 0.00 0.00 0.00 19.50 0.00 19.50 4.07 0.00 4.07 0.00 Mass Grading 03/02/2009-4.67 24.20 4.08 4.30 8.38 9,257.43 06/05/2009 10.72 89.41 46.73 0.01 19.53 Fine Grading Worker Trips 0.04 0.09 1.48 0.00 0.01 0.00 0.01 0.00 0.00 0.01 170.76 Fine Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading Off Road Diesel 1.19 10.37 4.23 0.00 0.00 0.53 0.53 0.00 0.49 0.49 1,107.78 Fine Grading Dust 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fine Grading 03/01/2009-07/31/2009 1.24 10.46 5.71 0.00 0.01 0.54 0.54 0.00 0.49 0.50 1,278.54 Time Slice 3/2/2009-6/5/2009 Active 5.21 24.75 4.09 4.79 8.88 10,535.97 Days: 70 11.96 99.87 52.44 0.01 19.54 Mass Grading Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Off Road Diesel 3.70 32.56 14.87 0.00 0.00 1.54 1.54 0.00 1.42 1.42 2,979.36 Mass Grading Dust 0.00 0.00 0.00 0.00 7.80 0.00 7.80 1.63 0.00 1.63 0.00 Mass Grading 02/01/2009-1.55 9.36 1.63 1.42 3.06 3,192.81 02/28/2009 3.75 32.67 16.71 0.00 7.81 Time Slice 2/2/2009-2/27/2009 Active 1.55 9.36 1.63 1.42 3.06 3,192.81 Days: 20 3.75 32.67 16.71 0.00 7.81 ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Mitigated 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day 2 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 2 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 2 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description 3 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Bore/Drill Rigs (291 hp) operating at a 0.75 load factor for 8 hours per day 1 Crushing/Processing Equip (142 hp) operating at a 0.78 load factor for 8 hours per day 2 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day Page: 1 9/19/2008 10:09:24 AM The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Coating Worker Trips 0.03 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.24 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.06 1.04 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.01 129.24 Building Worker Trips 4.59 9.60 160.35 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,911.98 Building Vendor Trips 0.25 2.91 2.21 0.01 0.02 0.12 0.14 0.01 0.11 0.12 538.60 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building 06/08/2009-03/05/2010 8.92 35.83 176.87 0.21 0.97 2.32 3.29 0.35 2.11 2.46 22,709.86 Time Slice 1/1/2010-3/5/2010 Active 2.33 3.30 0.35 2.11 2.46 22,839.09 Days: 46 25.43 35.89 177.91 0.22 0.97 Coating Worker Trips 0.03 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating 12/07/2009-03/05/2010 16.51 0.07 1.12 0.00 0.01 0.00 0.01 0.00 0.00 0.01 129.27 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 12/7/2009-12/31/2009 2.48 3.46 0.35 2.25 2.61 22,844.42 Active Days: 19 26.20 38.47 190.60 0.22 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Time Slice 11/10/2009-12/4/2009 2.48 3.45 0.35 2.25 2.60 22,715.15 Active Days: 19 9.69 38.40 189.48 0.21 0.97 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building 06/08/2009-03/05/2010 9.69 38.40 189.48 0.21 0.97 2.48 3.45 0.35 2.25 2.60 22,715.15 Paving Worker Trips 0.05 0.11 1.85 0.00 0.01 0.01 0.02 0.00 0.00 0.01 213.45 Paving On Road Diesel 1.26 16.76 6.43 0.02 0.07 0.70 0.77 0.02 0.64 0.67 2,077.03 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Asphalt 10/12/2009-11/09/2009 6.86 34.86 17.76 0.02 0.08 2.26 2.34 0.03 2.08 2.10 3,562.88 Time Slice 10/12/2009-11/9/2009 4.74 5.78 0.38 4.33 4.70 26,278.04 Active Days: 21 16.56 73.26 207.24 0.24 1.05 Building Worker Trips 5.06 10.50 172.47 0.21 0.95 0.53 1.48 0.34 0.46 0.80 19,917.29 Building Vendor Trips 0.27 3.20 2.38 0.01 0.02 0.14 0.15 0.01 0.12 0.13 538.58 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Coating 12/07/2009-03/05/2010 1.23 Paving Off Road Diesel 13.36 Paving On Road Diesel 21.81 Paving Worker Trips 2.24 Building Worker Trips 1,483.84 Asphalt 10/12/2009-11/09/2009 37.41 Paving Off-Gas 0.00 Building 06/08/2009-03/05/2010 1,692.28 Building Off Road Diesel 168.32 Building Vendor Trips 40.12 Mass Grading Off Road Diesel 303.09 Mass Grading On Road Diesel 0.00 Mass Grading Worker Trips 20.92 Fine Grading Worker Trips 9.39 Mass Grading 03/02/2009-06/05/2009 324.01 Mass Grading Dust 0.00 Fine Grading Dust 0.00 Fine Grading Off Road Diesel 60.93 Fine Grading On Road Diesel 0.00 Mass Grading On Road Diesel 0.00 Mass Grading Worker Trips 2.13 Fine Grading 03/01/2009-07/31/2009 70.32 Mass Grading 02/01/2009-02/28/2009 31.93 Mass Grading Dust 0.00 Mass Grading Off Road Diesel 29.79 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Annual Tons Per Year, Mitigated CO2 2009 2,157.18 TOTALS (tons/year, unmitigated) 2,153.67 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES CO2 TOTALS ((tons/year, unmitigated) 2,462.56 TOTALS (tons/year, unmitigated) 308.89 OPERATIONAL (VEHICLE) EMISSION ESTIMATES CO2 Percent Reduction 0.00 AREA SOURCE EMISSION ESTIMATES CO2 2010 TOTALS (tons/year unmitigated) 525.30 2010 TOTALS (tons/year mitigated) 525.30 2009 TOTALS (tons/year unmitigated) 2,157.18 2009 TOTALS (tons/year mitigated) 2,157.18 Percent Reduction 0.00 Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES CO2 Page: 1 9/19/2008 10:07:57 AM Urbemis 2007 Version 9.2.4 Combined Annual Emissions Reports (Tons/Year) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula (Original) -with Blasting.urb924 Project Name: Temecula Annexation-Residential Page: 1 9/19/2008 10:07:57 AM PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% For Unpaved Roads Measures, the Manage haul road dust 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Roadway Construction For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: Architectural Coating 0.00 Coating Worker Trips 2.97 Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 2/1/2009 -2/28/2009 -Roadway Construction Building Vendor Trips 12.39 Building Worker Trips 457.98 Coating 12/07/2009-03/05/2010 2.97 2010 525.30 Building 06/08/2009-03/05/2010 522.33 Building Off Road Diesel 51.96 Architectural Coating 0.00 Coating Worker Trips 1.23 Temecula Annexation DEIR Construction Greenhouse Gas Emissions Emission Source 2009 2010 CO2 Emissions 2,157 525 CO2e Emissions 2,162 526 2004 Statewide Totalc 479,740,000 479,740,000 Net Increase as Percentage of 2004 Statewide Inventory 0.00045% 0.00011% Source: PCR Services Corporation, 2008. d All CO 2 E factors were derived using the California Climate CO2ed (Metric Tons) a Mobile source values were derived using EMFAC2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. b On site construction equipment values were derived using OFFROAD2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. c Statewide totals were derived from the CARB Draft California GHG Inventory. Construction Emissions (Localized Analysis) 1 10:08 AM 9/19/2008 Temecula Annexation DEIR Summer Operations Page: 1 8/20/2008 09:47:45 AM CO2 41,137.01 41,137.01 38,628.67 38,628.67 Emfac: Version : Emfac2007 V2.3 Nov 1 2006 3.98 12,184.39 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 80 Season: Summer TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 0.12 20.47 PM25 CO2 Single family housing 9.16 13.20 119.32 0.12 20.47 3.98 12,184.39 Source ROG NOX CO SO2 PM10 0.01 1,690.19 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 Architectural Coatings 0.29 Consumer Products 4.16 Landscape 0.65 0.04 3.62 0.00 0.01 0.01 5.81 Hearth PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 3.99 13,874.58 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 TOTALS (lbs/day, unmitigated) 14.36 14.56 123.50 0.12 20.48 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 9.16 13.20 119.32 0.12 20.47 3.98 12,184.39 ROG NOx CO SO2 PM10 0.01 1,690.19 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 ROG NOx CO SO2 PM10 PM2.5 CO2 9.42 10.72 0.46 8.63 9.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 44.34 164.07 241.62 0.31 1.30 2010 TOTALS (lbs/day unmitigated) 44.34 164.07 241.62 0.31 1.30 9.42 10.72 0.46 8.63 9.09 107.48 11.73 114.09 22.45 10.77 28.87 11.73 196.65 39.69 10.77 45.77 2009 TOTALS (lbs/day mitigated) 32.20 208.62 281.77 0.25 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 2009 TOTALS (lbs/day unmitigated) 32.20 208.62 281.77 0.25 190.04 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula08192008.urb924 Project Name: Temecula Annexation-Residential Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Urbemis Output 1 10:37 AM 8/27/2008 Temecula Annexation DEIR Summer Operations Page: 1 8/20/2008 09:47:45 AM Operational Changes to Defaults The urban/rural selection has been changed from Urban to Rural % of Trips -Commercial (by land use) 30.0 % of Trips -Residential 32.9 18.0 49.1 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 Residential Commercial Home-Work Home-Shop Home-Other Commute Non-Work Customer Motor Home 0.9 0.0 88.9 11.1 Travel Conditions Motorcycle 2.8 67.9 32.1 0.0 School Bus 0.1 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Urban Bus 0.1 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.9 0.0 22.2 77.8 Heavy-Heavy Truck 33,001-60,000 lbs 0.5 0.0 0.0 100.0 Lite-Heavy Truck 8501-10,000 lbs 1.6 0.0 81.2 18.8 Lite-Heavy Truck 10,001-14,000 lbs 0.5 0.0 60.0 40.0 Light Truck 3751-5750 lbs 22.9 0.4 99.6 0.0 Med Truck 5751-8500 lbs 10.6 0.9 99.1 0.0 Light Auto 51.7 1.2 98.6 0.2 Light Truck < 3750 lbs 7.3 2.7 94.6 2.7 Vehicle Fleet Mix Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 11,847.93 775.17 11,847.93 Single family housing 27.00 9.57 dwelling units 81.00 775.17 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Urbemis Output 2 10:37 AM 8/27/2008 Temecula Annexation DEIR Winter Operations Page: 1 8/20/2008 09:48:31 AM CO2 41,137.01 41,137.01 38,628.67 38,628.67 Emfac: Version : Emfac2007 V2.3 Nov 1 2006 3.98 11,033.99 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 60 Season: Winter TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 0.10 20.47 PM25 CO2 Single family housing 10.46 15.94 112.76 0.10 20.47 3.98 11,033.99 Source ROG NOX CO SO2 PM10 0.00 1,684.38 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated TOTALS (lbs/day, unmitigated) 4.55 1.32 0.56 0.00 0.00 Architectural Coatings 0.29 Consumer Products 4.16 Landscaping -No Winter Emissions Hearth PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 3.98 12,718.37 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOx CO SO2 SO2 PM10 TOTALS (lbs/day, unmitigated) 15.01 17.26 113.32 0.10 20.47 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 10.46 15.94 112.76 0.10 20.47 3.98 11,033.99 ROG NOx CO SO2 PM10 0.00 1,684.38 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 4.55 1.32 0.56 0.00 0.00 ROG NOx CO SO2 PM10 PM2.5 CO2 9.42 10.72 0.46 8.63 9.09 AREA SOURCE EMISSION ESTIMATES 2010 TOTALS (lbs/day mitigated) 44.34 164.07 241.62 0.31 1.30 2010 TOTALS (lbs/day unmitigated) 44.34 164.07 241.62 0.31 1.30 9.42 10.72 0.46 8.63 9.09 107.48 11.73 114.09 22.45 10.77 28.87 11.73 196.65 39.69 10.77 45.77 2009 TOTALS (lbs/day mitigated) 32.20 208.62 281.77 0.25 PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 2009 TOTALS (lbs/day unmitigated) 32.20 208.62 281.77 0.25 190.04 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust Urbemis 2007 Version 9.2.4 Combined Winter Emissions Emissions Reports (Pounds/Day) File Name: V:\AQNOISE DIVISION\Active Projects\Temecula Annexation DEIR\URBEMIS\Temecula08192008.urb924 Project Name: Temecula Annexation-Residential Project Location: South Coast AQMD On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Urbemis Output 2 8/27/2008 10:40 AM Temecula Annexation DEIR Winter Operations Page: 1 8/20/2008 09:48:31 AM Operational Changes to Defaults The urban/rural selection has been changed from Urban to Rural % of Trips -Commercial (by land use) 30.0 % of Trips -Residential 32.9 18.0 49.1 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 Residential Commercial Home-Work Home-Shop Home-Other Commute Non-Work Customer Motor Home 0.9 0.0 88.9 11.1 Travel Conditions Motorcycle 2.8 67.9 32.1 0.0 School Bus 0.1 0.0 0.0 100.0 Other Bus 0.1 0.0 0.0 100.0 Urban Bus 0.1 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.9 0.0 22.2 77.8 Heavy-Heavy Truck 33,001-60,000 lbs 0.5 0.0 0.0 100.0 Lite-Heavy Truck 8501-10,000 lbs 1.6 0.0 81.2 18.8 Lite-Heavy Truck 10,001-14,000 lbs 0.5 0.0 60.0 40.0 Light Truck 3751-5750 lbs 22.9 0.4 99.6 0.0 Med Truck 5751-8500 lbs 10.6 0.9 99.1 0.0 Light Auto 51.7 1.2 98.6 0.2 Light Truck < 3750 lbs 7.3 2.7 94.6 2.7 Vehicle Fleet Mix Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 11,847.93 775.17 11,847.93 Single family housing 27.00 9.57 dwelling units 81.00 775.17 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Urbemis Output 2 8/27/2008 10:40 AM Temecula Annexation DEIR Stationary Emissions Calculations Temecula Annexation DEIR Electricity Usage Electricity Usage Electricity Usage Rate a Total Electricity Usage CO ROC NOx PM10 SOx CO2 CH4 NO2 Land Use 1,000 Sqft (kWh\sq.ft\yr) (KWh\year) (MWh\Day) 0.2 0.01 1.15 0.04 0.12 804.54 0.0067 0.0037 Existing 0 Emissions from Electricity Consumption (lbs/day) Total Existing 0 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Project Residential (DU) 81.0 5,627 455,747 1.249 0.250 0.012 1.436 0.050 0.150 1004.565 0.008 0.005 Total Project 455,747 1.249 0.25 0.01 1.44 0.05 0.15 1,004.57 0.01 0.01 Net Emissions From Electricity Usage 0.25 0.01 1.44 0.05 0.15 1004.57 0.01 0.01 Summary of Stationary Emissions CO ROC NOx PM10 SOx Total Existing Emissions (lbs/day) 0.00 0.00 0.00 0.00 0.00 Total Project Emissions (lbs/day) 0.25 0.01 1.44 0.05 0.15 Total Net Emissions (lbs/day) 0.25 0.01 1.44 0.05 0.15 a Electricity Usage Rates from Table A9‐11‐A, CEQA Air Quality Handbook, SCAQMD, 1993. b Emission Factors from Table A9‐11‐B, CEQA Air Quality Handbook, SCAQMD, 1993. Emission Factors (lbs/MWh) b Stationary Emissions 4:42 PM 9/17/2008 Temecula Annexation DEIR Regional Emission Calculations (lbs/day) Summer Season VOC NOx CO SO2 PM10 PM2.5 Existing Mobile 0 0 0 0 0 0 Area 0 0 0 0 0 0 Stationary 0 0 0 0 0 0 Total Existing 0 0 0 0 0 0 Project Mobile 9 13 119 <1 20 4 Area 5 1 4 <1 <1 <1 Stationary <1 1 <1 <1 <1 <1 Total Project 14 16 124 <1 20 4 Net Project Net Mobile 9 13 119 <1 20 4 Net Area 5 1 4 <1 <1 <1 Net Stationary <1 1 <1 <1 <1 <1 Total Net 14 16 124 <1 20 4 SCAQMD Significance Thresho 55 55 550 150 150 55 Difference (41) (39) (426) (150) (130) (51) Significant? No No No No No No Regional Emission Calculations 4:43 PM 9/17/2008 Temecula Annexation DEIR Regional Emission Calculations (lbs/day) Winter Season VOC NOx CO SO2 PM10 PM2.5 Existing Mobile 0 0 0 0 0 0 Area 0 0 0 0 0 0 Stationary 0 0 0 0 0 0 Total Existing 0 0 0 0 0 0 Project Mobile 10 16 119 <1 20 4 Area 5 2 <1 <1 <1 <1 Stationary <1 1 <1 <1 <1 <1 Total Project 15 19 120 <1 21 4 Net Project Net Mobile 10 16 119 <1 20 4 Net Area 5 2 <1 <1 <1 <1 Net Stationary <1 1 <1 <1 <1 <1 Total Net 15 19 120 <1 21 4 SCAQMD Significance Thresho 55 55 550 150 150 55 Difference (40) (36) (430) (150) (129) (51) Significant? No No No No No No Regional Emission Calculations 4:44 PM 9/17/2008 Temeucla Annexation DEIR Greenhouse Gas Analysis Emission Source CO2Ee (Metric Tons) Project On-road Vehiclesa 1,605 Electricityb 182 Natural gasc 96 Total 1,883 Net Increase Total 1,883 2004 Statewide Totald 479,740,000 Net Increase as Percentage of 2004 Statewide Inventory 0.00039% Sources: PCR Services Corporation, 2008. e All CO2e factors were derived using the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008 a Mobile source values were derived using EMFAC2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. b Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. Water conveyance energy rates from California Energy Commission Staff Report: California's Water -Energy Relationship. 2005 c Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. d Statewide Greenhouse Gas Emissions Inventory: http://www.arb.ca.gov/cc/ccei/emsinv/emsinv.htm GHG Analysis 1 1 of 1 10:18 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Electricity Usage Rate a Land Use 1,000 Sqft (kWh\sq.ft\yr) (KWh\year) MWh\year Project Residential (DU) 81.0 5,627 455,747 456 Total Project 455,747 456 Net Project Electricity Usage 455,747 456 Water Conveyance (Water and Wastewater) Usage Rate c MGD kWh/MG (KWh\year) MWh\year Water Supply, Conveyance, Treatment, and Distribution 0.07 10,200 242,297 242 Wastewater Treatment 0.02 2,500 19,217 19 Net Project Water Power Usage 261,514 262 GHG lbs/MWhb lbs metric tons CO2E (metric tons) Existing CO2 878.71 0 0 0 CH4 0.0067 0 0 0 N2O 0.0037 0 0 0 Project 0.00 CO2 878.71 400469.007 181.6495378 181.6495378 CH4 0.0067 3.05350155 0.001385044 0.029085921 N2O 0.0037 1.68626205 0.000764875 0.237111242 Net 181.92 CO2 878.71 630,264 286 286 CH4 0.0067 5 0.00 0.05 N2O 0.0037 3 0.00 0 286 Total Annual CO2e a Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. b Electricity Usage Rates from California Energy Commission Staff Report: California's Water -Energy Relationship. 2005 c Emission factors for CO2, CH4, and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008 GHG Analysis 1 of 1 10:19 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Water and Wastewater Generation Factors Land Use Amount Units AF/Year/Unit MG/Year/Unit MG/Year GPD/Unit MG/Year/Unit MG/Year Existing 0 Total Existing 0.0 0.0 0.0 Project Residential (DU) 81.0 DU 0.90 0.293 23.8 260 0.095 7.7 Total Project 23.8 7.7 Net Project 23.8 7.7 Water Wastewater GHG Analysis 1 of 1 10:20 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Usage Ratec Total Natural Gas Usage Total Natural Gas Usage Total Natural Gas Usage Land Use 1,000 Sqft (cu.ft\sq.ft\mo) (cu.ft\mo) (cu.ft\year) (MMBTU\year) Existing 0 Total Existing 0.0 ---Project Residential (DU) 81.0 4,012 324,932 3,899,178 3,977 Total Project 324,932 3,899,178 3,977 Net Project 324,932 3,899,178 3,977 a Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. GHG Kg/MMBtub Kg metric tons CO2E (Metric Tons) ExistingCO2 53.06 ---CH4 0.0059 ---N2O 0.0001 ---Project 0.00 CO2 53.06 211,028.19 95.72 95.72 CH4 0.0059 2 3.47 0.01 0.22 N2O 0.0001 0 .40 0.00 0.06 Net 96.00 CO2 53.06 211,028.19 95.72 95.72 CH4 0.0059 2 3.47 0.01 0.22 N2O 0.0001 0 .40 0.00 0.06 96.00 Natural Gas Total Annual CO2E b Emission factors for CO2, CH4, and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 3.0, April 2008. GHG Analysis 1 of 1 10:21 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis On Road Mobile Source Land Use Daily VMT Annual VMTa Existing 0 Total Existing --Project Residential (DU) 7 ,831 2,858,457 Total Project 7 ,831 2,858,457.35 Net Project 7 ,831 2,858,457.35 a Multiplied Daily VMT by 365 to get Annual VMT b Factors dervied from URBEMIS2007 545.3015714 0.036285714 0.05 GHG Gram/Mile Grams metric tons CO2E (Metric Tons) Existing CO2 545.3015714 ---CH4 0.036285714 ---N2O 0.05 ---Project -CO2 545.30 1,558,721,285 1,558.72 1 ,558.7212848 CH4 0.04 103,721 0.10 2 .1781445 N2O 0.05 142,923 0.14 4 4.3060889 Net 1,605.2055182 CO2 545.30 1,558,721,285 1,559 1 ,558.7212848 CH4 0.04 103,721 0 2 .1781445 N2O 0.05 142,923 0 4 4.3060889 1,605.2 d Emission factors for CH4 and N2O were derived from the California Climate Action Registry General Reporting Protocol; Version 2.2, March 2007 c Averaged EMFAC2007 fleet values for 0-65mph Riverside County CO2 2013 AVG Gram/Milec Total Annual CO2E Riverside County CH4 2013 AVG Gram/Milec Riverside County N2O 2013 AVG Gram/Miled GHG Analysis 1 of 1 10:22 AM 8/27/2008 Temecula Annexation DEIR Greenhouse Gas Analysis Pollutant Name: Carbon Dioxide Temperature: 60F Relative Humidity: 50% Speed Speed Grams/Mile MPH LDA LDT MDT HDT UBUS MCY ALL 0 336.99 5 1196.894 0 0 0 923.821 5238.32 0 0 336.99 10 910.944 5 951.143 1181.13 1702.067 2833.01 2699.97 242.49 1196.894 15 719.529 10 718.864 893.184 1258.349 2361.96 2465.06 204.982 910.944 20 590.411 15 563.915 701.099 972.086 1999.72 2326.33 177.166 719.529 25 506.07 20 459.136 571.209 783.566 1746.11 2241.87 156.523 590.411 30 449.259 25 387.993 483.015 658.193 1646.58 2189.37 141.363 506.07 35 412.588 30 340.293 423.884 575.483 1569.09 2156.67 130.56 449.259 40 391.672 35 309.758 386.03 523.215 1509.88 2136.99 123.394 412.588 45 384.183 40 292.633 364.801 494.27 1466.88 2126.63 119.462 391.672 50 389.376 45 286.914 357.712 484.929 1439.07 2123.77 118.637 384.183 55 407.938 50 291.95 363.954 494.038 1426.2 2127.92 121.073 389.376 60 442.127 55 308.312 384.238 522.765 1428.64 2139.79 127.254 407.938 65 496.241 60 337.914 420.935 420.935 574.856 1447.58 2161.5 138.113 442.127 AVG 545.3015714 65 384.38 478.537 657.496 1485.32 2197.18 155.248 496.241 Pollutant Name: Methane Temperature: 60F Relative Humidity: 50% Speed Grams/Mile Speed 0 0.037 MPH LDA LDT MDT HDT UBUS MCY ALL 5 0.085 10 0.064 0 0 0 0.157 0.396 0 0 0.037 15 0.049 5 0.065 0.078 0.094 0.329 0.18 0.313 0.085 20 0.04 10 0.05 0.061 0.074 0.193 0.127 0.267 0.064 25 0.033 15 0.04 0.049 0.06 0.104 0.094 0.237 0.049 30 0.029 20 0.032 0.041 0.049 0.063 0.072 0.218 0.04 35 0.026 25 0.027 0.034 0.042 0.052 0.058 0.206 0.033 40 0.024 30 0.023 0.029 0.037 0.043 0.048 0.2 0.029 45 0.023 35 0.02 0.026 0.033 0.037 0.042 0.198 0.026 50 0.022 40 0.019 0.024 0.03 0.032 0.037 0.201 0.024 55 0.023 45 0.018 0.023 0.029 0.03 0.035 0.209 0.023 60 0.025 50 0.018 0.023 0.029 0.03 0.033 0.223 0.022 65 0.028 55 0.018 0.023 0.029 0.031 0.032 0.246 0.023 AVG 0.036285714 60 0.02 0.025 0.031 0.035 0.033 0.28 0.025 65 0.022 0.028 0.034 0.04 0.034 0.332 0.028 CO2 CH4 EMFAC2007 Summary GHG Analysis 1 of 1 10:23 AM 8/27/2008 AIR QUALITY IMPACT ANALYSIS SANTA MARGARITA AREA ANNEXATION RIVERSIDE COUNTY, CA Prepared For: City of Temecula Planning Department 43200 Business Park Drive Temecula, CA 92590 Revised January 18, 2008 A L B E R T A. W EBB A S S O C I A T E S i TABLE OF CONTENTS SECTION 1 – INTRODUCTION AND SUMMARY................................................................ 1 PURPOSE AND METHODS OF ANALYSIS........................................................................... 1 EXECUTIVE SUMMARY............................................................................................. ............ 1 Project Description................................................................................................................... 1 Findings and Conclusion........................ .................................................................................. 1 SECTION 2 – SETTING............................................................................................... ............... 2 PROJECT DESCRIPTION ......................................................................................................... 2 PHYSICAL SETTING..................................... ........................................................................... 2 REGULATORY SETTING ...................................................................................................... .. 7 SECTION 3 – EMISSIONS ESTIMATES................................................................................. 8 THRESHOLDS OF SIGNIFICANCE .................................................... .................................... 8 IMPACTS................................................................................................................................... 8 REGIONAL SIGNIFICANCE THRESHOLD ANALYSIS ...................................................... 8 Short-Term Analysis .......................................................................................... ...................... 9 Long-Term Analysis .............................................................................................................. 11 Conclusion............................... .............................................................................................. 12 LOCALIZED SIGNIFICANCE THRESHOLD ANALYSIS .................................................. 12 Background ............................................................................................................................ 12 Methodology ............................................. ............................................................................. 12 Short-Term Analysis .................................................................................................. ............ 13 Long-Term Analysis .............................................................................................................. 13 Conclusion........................................ ..................................................................................... 14 CO HOTSPOTS ANALYSIS.......................................................................................... .......... 14 CUMULATIVE IMPACTS ...................................................................................................... 16 SECTION 4 – FINDINGS AND CONCLUSIONS........................ .......................................... 19 EVALUATION OF SIGNIFICANCE ...................................................................................... 19 CONCLUSIONS ........................ ............................................................................................... 21 SECTION 5 – REFERENCES.............................................................................. ..................... 22 REFERENCES CITED ............................................................................................................. 22 DOCUMENT PREPARATION STAFF.................. ................................................................. 23 A L B E R T A. W EBB A S S O C I A T E S ii LIST OF TABLES Table 1, Source Receptor Area (SRA) 25, Air Quality Monitoring Summary 1997–2006............ 6 Table 2, SCAQMD CEQA Regional Significance Thresholds ...................................................... 9 Table 3, Estimated Daily Construction Emissions ...................................................................... . 10 Table 4, Estimated Daily Project Operation Emissions (Summer)............................................... 11 Table 5, Estimated Daily Project Operation Emissions (Winter) .................... ............................. 12 Table 6, LST Results for Construction Emissions........................................................................ 13 Table 7, CO Hot Spot Analysis Results............................................................ ............................ 16 Table 8, Cumulative Projects Analyzed........................................................................................ 17 Table 9, Estimated Daily Cumulative and Project Emissions ...................................................... 18 LIST OF FIGURES Figure 1, Project Location.................................................................. ............................................. 3 Figure 2, Wind Rose ....................................................................................................................... 4 APPENDICES A – URBEMIS 2007 Output Files B – CALINE4 Model Output and Supporting Information Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 1 SECTION 1 – INTRODUCTION AND SUMMARY PURPOSE AND METHODS OF ANALYSIS The following air quality assessment was prepared to evaluate whether the expected criteria air pollutant emissions generated as a result of short-term construction and long-term operations (i.e., resident vehicle emissions) of the proposed project would cause significant impacts to air resources in the project area. This assessment was conducted within the context of the California Environmental Quality Act (CEQA, California Public Resources Code Sections 21000 et seq.). The methodology follows the “CEQA Air Quality Handbook” prepared by the South Coast Air Quality Management District (SCAQMD) for quantification of emissions and evaluation of potential impacts to air resources. As recommended by SCAQMD staff, the URBEMIS 2007 for Windows Version 9.2.2 computer program was used to quantify project-related emissions. EXECUTIVE SUMMARY PROJECT DESCRIPTION The project involves the annexation of approximately 4,974 acres of unincorporated Riverside County territory to the City of Temecula, and concurrent extension of the City’s sphere of influence to include that portion of the annexation area not currently within the City’s sphere (4,426 acres). The majority of the area proposed for annexation (4,257) acres will be designated “Open Space” and will remain undeveloped. The development potential on the remaining area (717 acres) which will be designated “Hillside Residential” is limited to one dwelling unit per 10 acres, which will permit a maximum of 81 new dwelling units to be built (see Figure 1, Project Location). FINDINGS AND CONCLUSION Emissions of all criteria pollutants from project operation are below all applicable SCAQMD recommended daily regional thresholds of significance in both summer and winter. Based on the LST analysis of the proposed project, the short-term construction of the project will not result in localized air quality impacts to sensitive receptors in the project vicinity. The project will not result in long-term localized air quality impacts since the project’s operational emissions are primarily from mobile sources. Since the main source of project emissions are from project-generated traffic (mobile sources), no long-term localized threshold analysis is needed. The project will not result in CO hotspots; however, the project will contribute to significant cumulative air quality impacts. Therefore, short-term and long-term impacts to air quality are considered less than significant on both regional and localized levels; however, the project’s incremental contribution to existing emissions and emissions generated from other planned projects within the project area is cumulatively considerable. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 2 SECTION 2 – SETTING PROJECT DESCRIPTION The project involves the annexation of approximately 4,974 acres of unincorporated Riverside County territory to the city of Temecula, and concurrent extension of the city’s sphere of influence to include that portion of the annexation area not currently within the city’s sphere (4,426 acres). The majority of the area proposed for annexation (4,257) acres will be designated “Open Space” and will remain undeveloped. The development potential on the remaining area (717 acres) which will be designated “Hillside Residential” is limited to one dwelling unit per 10 acres, which will permit a maximum of 81 new dwelling units to be built. PHYSICAL SETTING The project site is located in Riverside County within the South Coast Air Basin (SCAB), which is under the jurisdiction of the South Coast Air Quality Management District. The SCAB consists of Orange County, together with the coastal and mountain portions of Los Angeles, Riverside and San Bernardino counties. Regionally, the interaction of land (offshore) and sea (onshore) breezes control local wind patterns in the area. Daytime winds typically flow from the coast to the inland areas, while this pattern usually reverses in the evenings, flowing from the inland areas to the ocean (SCAQMD 1993). Air stagnation may occur during the early evening and early morning due to periods of transition between day and nighttime flows. The region also experiences periods of hot, dry winds from the desert, known as Santa Ana winds. Locally, the prevailing wind is generally from west to east. The closest station with data available and meteorological conditions similar to those observed in the Temecula area is in Norco (Figure 2, Wind Rose). Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 3 Figure 1, Project Location Santa Margarita Area Annexation Riverside County, California Not to Scale Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 4 Norco, California – 1981 January 1-December 31; Midnight-11PM Note: Data taken from the South Coast Air Quality Management District’s Riverside Monitoring Station in Norco, California, between January 1 and December 31, 1981 reflects the most recent data available. The Norco station is the closest station with data available and meteorological conditions similar to those observed in the Temecula area. Calm winds: 8.70%. Direction of the colored bars show the direction the wind is blowing from, colors represent various wind speeds, and percentages marked on rings indicate the percentage that the wind blows from that direction and at that particular wind speed. Figure 2, Wind Rose Santa Margarita Area Annexation Riverside County, California Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 5 Regional and local air quality within the SCAB is affected by topography, atmospheric inversions, and dominant onshore flows. Topographic features such as the San Gabriel and San Bernardino mountains form natural barriers to the dispersion of air contaminants. The presence of atmospheric inversions limits the vertical dispersion of air pollutants. Due to expansional cooling, the temperature usually decreases with increasing altitude. However, at some elevation, this trend reverses and temperature begins to increase as altitude increases, this transition establishes the effective mixing height of the atmosphere and acts as a barrier to vertical dispersion of pollutants. A dominant onshore flow provides the driving mechanism for both air pollution transport and pollutant dispersion. Air pollution generated in coastal areas is transported east to inland receptors by the onshore flow during the daytime until a a natural barrier (the mountains) is reached, limiting the horizontal dispersion of pollutants. This results in a gradual degradation of air quality from coastal areas to inland areas, which is most evident with photochemical pollutants like ozone. The greatest ozone levels are registered at the South Coast Air Quality Management District’s monitoring stations located at the base of the San Gabriel and San Bernardino mountains, ranging from the city of Santa Clarita, east to the city of San Bernardino. The project site is located within SCAQMD Source Receptor Areas (SRA) 25 and 26; however, due to the lack of emission data for SRA 26 (emissions for some criteria pollutants were not recorded), data for SRA 25 was utilized. The most recent published data for SRA 25 is presented in Table 1, Source Receptor Area (SRA) 25, Air Quality Monitoring Summary 1997–2006. This data indicates that the baseline air quality conditions in the project area include occasional events of very unhealthful air. However, the frequency of smog alerts has dropped significantly in the last decade. Ozone and particulates are the two most significant air quality concerns in the project area. The yearly monitoring records document that prior to 1997, approximately one-third or more of the days each year experienced a violation of the state hourly ozone standard, with around ten days annually reaching first stage alert levels of 0.20 parts per million (ppm) for one hour. It is encouraging to note that ozone levels have dropped significantly in the last few years with less than one-fifth of the days each year experiencing a violation of the state hourly ozone standard since 1997. Locally, no second stage alert (0.35 ppm/hour) has been called by SCAQMD in the last ten years. Monitoring for PM-2.5 did not begin until 1999. Since then, the annual standard has been consistently exceeded as shown in Table 1. The 1997 federal annual average standard for PM-2.5 (15 μg/m3) was upheld by the U.S. Supreme Court in February 2001. Effective in December 2006, the federal 24-hour PM-2.5 standard was revised from 65 μg/m3 to 35 μg/m3. The state annual average standard for PM-2.5 (12 μg/m3) was finalized in 2003 and became effective on July 5, 2003. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 6 Table 1, Source Receptor Area (SRA) 25, Air Quality Monitoring Summary 1997–2006 Monitoring Year Pollutant/Standard Source: SCAQMD 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 Ozone: Health Advisory -0.15 ppm --------1 0 2 0 1 0 California Standard: 1-Hour -0.09 ppm 49 52 51 45 61 52 50 41 37 40 8-Hour -0.07 ppmd --------------51 46 58 Federal Primary Standards: 1-Hour -0.12 ppm 4 22 4 1 12 6 7 2 4 3 No. Days Exceeded 8-Hour -0.08 ppmd 38 44 37 31 46 44 35 21 15 24 Max 1-Hour Conc. (ppm) 0.16 0.17 0.14 0.13 0.151 0.139 0.154 0.13 0.149 0.14 Max 8-Hour Conc. (ppm)d 0.12 0.14 0.13 0.109 0.120 0.114 0.137 0.12 0.119 0.109 Carbon Monoxide : California Standard: 1-Hour -20 ppm ------0 0 0 0 0 0 0 8-Hour -9.0 ppm ------0 0 0 0 0 0 0 Federal Primary Standards: 1-Hour -35 ppm ------0 0 0 0 0 0 0 No. Days Exceeded 8-Hour -9.5 ppm ------0 0 0 0 0 0 0 Max 1-Hour Conc. (ppm) ------4 2 3 4 2 2 1 Max 8-Hour Conc. (ppm) ------2.0 2.0 2.0 1.3 0.9 1.0 1.0 Nitrogen Dioxide: California Standard: 1-Hour -0.25 ppm 0 0 0 0 0 0 0 0 0 0 Federal Standard: No. Days Exceeded Annual Mean -0.053ppm c No No No No No No No No No No Max. 1-Hour Conc. (ppm) 0.11 0.09 0.11 0.08 0.09 0.07 0.08 0.06 0.07 0.07 Sulfur Dioxide: b California Standards: 1-Hour – 0.25 ppm 0 0 0 0 0 0 0 0 0 0 24-Hour – 0.04 ppm 0 0 0 0 0 0 0 0 0 0 Federal Primary Standards: No. Days Exceeded 24-Hour – 0.14 ppm 0 0 0 0 0 0 0 0 0 0 Annual Mean – 0.03 ppm c No No No No No No No No No No Max. 1-Hour Conc. (ppm) 0.04 0.03 0.03 0.11 0.02 0.02 0.02 0.02 0.02 0.01 Max. 24-Hour Conc. (ppm) 0.007 0.010 0.011 0.041 0.011 0.002 0.012 0.015 0.011 0.004 Suspended Particulates (PM-10) a: California Standards: 24-Hour -50 μg/m3 19 14 30 13 16 24 19 15 19 19 Federal Primary Standards: No. Days Exceeded 24-Hour -150 μg/m3 0 0 0 0 0 0 0 0 0 0 Annual Arithmetic Mean (μg/m3) 44.5 36.1 50.0 41.1 40.8 45.2 43.9 41.4 39.2 45.0 Annual Geometric Mean (μg/m3) 38.5 33.3 44.0 36.8 36.0 41.6 --------Max. 24-Hour Conc. (μg/m3) 139 98 112 87 86 100 142 83 80 125 Suspended Particulates (PM-2.5) b: Federal Primary Standards: Annual Standard (15μg/m3) c ----Yes Yes Yes Yes Yes Yes Yes Yes No Days Exceeded 24-Hour -65 μg/m3 ----9 11 19 8 8 5 4 1 Annual Arithmetic Mean (μg/m3) ----30.9 28.2 31.1 27.5 24.9 22.1 21.0 19.0 Max. 24-Hour Conc. (μg/m3) ----111.2 119.6 98.0 77.6 104.3 91.7 98.7 68.5 Note: --No data available. a Perris Valley air monitoring station (SRA 24) data summaries used. b Metro Riverside County 1 air monitoring station (SRA 23) data summaries used. c Yes or No indicating whether or not the standard has been exceeded for that year. d 1997 is first year of SCAQMD records for federal 8-hour Ozone standard. 2004 is first year of SCAQMD records for state 8-hour Ozone standard. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 7 REGULATORY SETTING The federal and California ambient air quality standards (AAQS) establish the context for the local air quality management plans (AQMP) and for determination of the significance of a project's contribution to local or regional pollutant concentrations. The California and federal AAQS are presented in Table 1, Source Receptor Area (SRA) 25, Air Quality Monitoring Summary 1997–2006. The AAQS represent the level of air quality considered safe, with an adequate margin of safety, to protect the public health and welfare. They are designed to protect those people most susceptible to further respiratory distress such as asthmatics, the elderly, very young children, people already weakened by other diseases or illness and persons engaged in strenuous work or exercise, all referred to as “sensitive receptors.” SCAQMD defines a "sensitive receptor" as a land use or facility such as residences, schools, child-care centers, athletic facilities, playgrounds, retirement homes, and convalescent homes. Both federal and state Clean Air Acts require that each non-attainment area prepare a plan to reduce air pollution to healthful levels. The 1988 California Clean Air Act and the 1990 amendments to the federal Clean Air Act (CAA) established new planning requirements and deadlines for attainment of the air quality standards within specified time frames, which are contained in the State Implementation Plan (SIP). Amendments to the SIP have been proposed, revised, and approved over the past decade. The currently adopted clean air plan for the basin is the 1999 SIP Amendment, approved by the U.S. Environmental Protection Agency (EPA) in 2000. The Air Quality Management Plan (AQMP) for the SCAB establishes a program of rules and regulations directed at attainment of the state and national air quality standards. The AQMP control measures and related emission reduction estimates are based upon emissions projections projections for a future development scenario derived from land use, population, and employment characteristics defined in consultation with local governments. Accordingly, conformance with the AQMP for development projects is determined by demonstrating compliance with local land use plans and/or population projections. The SCAQMD adopted an updated AQMP in June 2007, which outlines the air pollution measures needed to meet federal health-based standards for particulates (PM-2.5) by 2014 and for ozone by 2023 (SCAQMD 2007a). The AQMP was approved by the California Air Resources Board (CARB) on September 27, 2007. The AQMP will be submitted to the EPA for its final approval and included as a revision to California’s SIP. The California Air Resources Board maintains records as to the attainment status of air basins throughout the state, under both state and federal criteria. The portion of the SCAB within which the proposed project is located is designated as a non-attainment area for ozone, PM-10, and PM-2.5 under both state and federal standards. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 8 SECTION 3 – EMISSIONS ESTIMATES THRESHOLDS OF SIGNIFICANCE Air quality impacts may be considered significant if the project would: • Conflict with or obstruct implementation of the applicable air quality plan. • Violate any ambient air quality standard or contribute substantially to an existing or projected air quality violation. • Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors). • Expose sensitive receptors to substantial pollutant concentrations. • Create objectionable odors affecting a substantial number of people. Many air quality impacts from dispersed mobile sources (cars and trucks), i.e., the dominant pollution generators from the proposed project, often occur hours later and miles away after photochemical processes have converted primary exhaust pollutants into secondary contaminants such as ozone. The incremental regional air quality impact of an individual source is generally immeasurably small. The SCAQMD has therefore, developed suggested surrogate significance thresholds based on the volume of pollution emitted rather than on actual ambient air quality because the direct air quality impact of a project is not quantifiable on a regional scale. Air quality impacts can be analyzed on a regional and localized level. Regional air quality thresholds examine the effect of project emissions on the air quality of the basin, while localized air quality impacts examine the effect of project emissions on the neighborhood around the project site. This report contains analysis of both regional and local air quality impacts from project construction (short-term) and operation (long-term). IMPACTS Air quality impacts can be described in short-and long-term perspectives. Short-term impacts will occur during site grading and project construction. Long-term air quality impacts will occur once the project is in operation. REGIONAL SIGNIFICANCE THRESHOLD ANALYSIS The thresholds contained in the SCAQMD CEQA Air Quality Handbook are considered regional thresholds and are shown in Table 2, SCAQMD CEQA Regional Significance Thresholds. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 9 These regional thresholds were developed based on the SCAQMD’s treatment of a major stationary source. Table 2, SCAQMD CEQA Regional Significance Thresholds Emission Threshold Units ROG NOX CO SOX PM-10 PM-2.5 Daily Threshold – Construction lbs/day 75 100 550 150 150 55 Daily Threshold – Operations lbs/day 55 55 550 150 150 55 SHORT-TERM ANALYSIS Short-term emissions consist of fugitive dust and other particulate matter, as well as exhaust emissions generated by construction-related vehicles. Short-term impacts will also include emissions generated during construction as a result of operation of personal vehicles by construction workers, asphalt degassing and architectural coating (painting) operations during construction. The project will be required to comply with existing SCAQMD rules for the reduction of fugitive dust emissions. SCAQMD Rule 403 establishes these procedures. Compliance with this rule is is achieved through application of standard best management practices in construction and operation activities, such as application of water or chemical stabilizers to disturbed soils, covering haul vehicles, restricting vehicle speeds on unpaved roads to 15 mph, sweeping loose dirt from paved site access roadways, cessation of construction activity when winds exceed 25 mph and establishing a permanent, stabilizing ground cover on finished sites. In addition, projects that disturb 50 acres or more of soil or move 5,000 cubic yards of materials per day are required to submit a Fugitive Dust Control Plan or a Large Operation Notification Form to SCAQMD. Based on the size of this project (approximately 717 acres), a Fugitive Dust Control Plan or Large Operation Notification may be required, depending upon the size of the individual development proposals. SCAQMD Rule 1113 governs the sale of architectural coatings and limits the volatile organic content (VOC) in paints and paint solvents. This rule dictates the the VOC content of paints available for use during building construction, thereby reducing impacts. Short-term emissions were evaluated using the URBEMIS 2007 for Windows Version 9.2.2. In order to prepare a worst-case analysis of potential air quality impacts for the proposed project, the total construction of the development allowed by the proposed project was assumed to occur concurrently, and is expected to require approximately 1 year, from March 2009 to March 2010. Development-specific information regarding the precise location and size of individual dwelling units has not been determined; therefore, the default parameters within URBEMIS were used. These default values reflect a worst-case scenario, which means that project emissions are expected to be equal to or less than the estimated construction emissions. In addition to the Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 10 default values used, several assumptions relevant to model input for short-term construction emission estimates are as follows: • The project site is currently mostly vacant (with the exception of a handful of existing residences that will be incorporated into the project); therefore, demolition emissions were not analyzed. • The grading will occur in 2009. Once grading is completed, building construction will begin. • Construction will take 12 months, and will all occur at the same time. • Painting and asphalt can occur during the same time as construction, and the resulting emissions added to the construction emissions. Table 3, Estimated Daily Construction Emissions, summarizes the estimated construction emissions. Table 3, Estimated Daily Construction Emissions Peak Daily Emissions (lb/day) Activity/Year ROG NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Construction Thresholds 75 100 550 150 150 55 2009 Site Grading 3.22 26.52 14.12 0.00 53.15 12.05 Building Construction 4.96 27.70 29.59 0.02 2.03 1.81 Asphalt 6.40 29.60 15.01 0.02 2.07 1.87 Painting 16.51 0.05 0.86 0.00 0.01 0.00 Maximum for Phase1 27.87 57.35 45.46 0.04 53.15 12.05 Exceeds Threshold? No No No No No No 2010 Building Construction 4.61 26.02 28.03 0.02 1.87 1.67 Painting 16.50 0.05 0.79 0.00 0.01 0.00 Maximum for Phase1 21.11 26.07 28.82 0.02 1.88 1.67 Exceeds Threshold? No No No No No No Notes: See Appendix A for model output report and PM-2.5 calculations. 1 Building construction will not occur until after site grading is complete. Therefore, the maximum emissions are either from grading alone, or building construction (painting and asphalt could occur concurrently with building construction. Therefore, the maximum emissions are from all three phases of construction combined) with the greater of the two used in this evaluation. Evaluation of the above table indicates that all criteria pollutant emissions from construction of this project are below the SCAQMD regional air quality thresholds. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 11 LONG-TERM ANALYSIS Long-term emissions are evaluated at build-out for the completed project at the end of construction. Operational emissions refer to on-road motor vehicle emissions from project buildout. Area source emissions include stationary combustion emissions (assumed to occur throughout the year in southern California) of natural gas used for space and water heating, yard and landscape maintenance, and consumer use of solvents and personal care products. URBEMIS 2007 computes operational and area source emissions based upon default factors and land use assumptions for each project. Separate emissions were computed for both summer (Table 4, Estimated Daily Project Operation Emissions (Summer)) and winter (Table 5, Estimated Daily Project Operation Emissions (Winter)). Table 4, Estimated Daily Project Operation Emissions (Summer) Activity/Year Peak Daily Emissions (lb/day) ROG NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Thresholds 55 55 550 150 150 55 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 Landscaping 0.65 0.04 3.62 0.00 0.01 0.01 Consumer Products 4.16 ----------Architectural Coatings 0.29 ----------Vehicles 8.53 13.86 105.25 0.10 16.47 3.32 Total 13.73 15.22 109.43 0.10 16.48 3.33 Exceeds Threshold? No No No No No No Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 12 Table 5, Estimated Daily Project Operation Emissions (Winter) Activity/Year Peak Daily Emissions (lb/day) ROG NOX CO SO2 PM-10 PM-2.5 SCAQMD Daily Thresholds 55 55 550 150 150 55 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 Hearth 12.70 1.15 35.23 0.10 5.46 5.26 Landscaping 0.65 0.04 3.62 0.00 0.01 0.01 Consumer Products 4.16 ----------Architectural Coatings 0.29 ----------Vehicles 9.35 16.44 101.89 0.09 16.47 3.32 Total 27.25 18.95 141.30 0.19 16.48 8.59 Exceeds Threshold? No No No No No No Summer and winter emissions of all criteria air pollutants will not exceed SCAQMD long-term regional thresholds. CONCLUSION Emissions of all criteria air pollutants during project construction (short-term) will not exceed the SCAQMD established regional thresholds of significance. Emissions of all criteria air pollutants from project operation (long-term) will not exceed the SCAQMD established regional thresholds of significance. LOCALIZED SIGNIFICANCE THRESHOLD ANALYSIS BACKGROUND Recently, as part of the SCAQMD’s environmental justice program, attention has been focused on localized effects of air quality. Staff at SCAQMD has developed localized significance threshold (LST) methodology that can be used by public agencies to determine whether or not a project may generate significant adverse localized air quality impacts (both short-term and longterm). LSTs represent the maximum emissions from a project that will not cause or contribute to the most stringent applicable federal or state ambient air quality standard to be exceeded, and are developed based on the ambient concentrations of that pollutant for each source receptor area (SRA). METHODOLOGY The emissions analyzed under the LST methodology are NO2, CO, PM-10, and PM-2.5. For attainment pollutants, nitrogen dioxide (NO2) and CO, the LSTs are derived using an air quality dispersion model to back-calculate the emissions per day that would cause or contribute to a violation of any ambient air quality standard for a particular source receptor area. LSTs for NO2 and CO are derived by adding the incremental emission impacts from the project activity to the Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 13 peak background NO2 and CO concentrations and comparing the total concentration to the most stringent ambient air quality standards. The most stringent standard for NO2 is the 1-hour state standard of 25 parts per hundred million and for CO it is the 1-hour and 8-hour state standards of 9 parts per million (ppm) and 20 ppm respectively. For PM-10 and PM-2.5, which the SCAB is non-attainment, the operation LST is derived using an air quality dispersion model to backcalculate the emissions necessary to make an existing violation in the specific source receptor area worst, using the allowable change in concentration thresholds approved by the SCAQMD. For PM-10 and PM-2.5, the operation concentration thresholds are 2.5 μg/m3. SHORT-TERM ANALYSIS For short-term construction emissions, it is estimated that the maximum area to be disturbed would be 5 acres a day. Under the LST analysis methodology, only the on-site emissions need to be considered. SCAQMD has developed a series of worksheets for use by projects in order to determine the pollutant emissions for LST analysis purposes. SCAQMD has provided LST lookup tables to allow users to readily determine if the daily emissions for proposed construction or operational activities could result in significant localized air quality impacts for projects 5 acres or smaller. Although the project site is larger than 5 acres, it is anticipated that an area no larger than 5 acres would be disturbed on any one day during construction. Therefore, the LST lookup tables (http://www.aqmd.gov/ceqa/handbook/LST/LST.html) and worksheets were used for construction emissions. Existing land uses, both within and adjacent to, the proposed project site include existing residences. In order to ensure a worst-case analysis, the receptor distance used was 25 meters, although due to the size of the lots within the project area, and the minimum allowable density (1 DU/10 acres), sensitive receptors are likely to be much further than 25 meters from construction activities. The results are summarized in Table 6, LST Results for Construction Emissions. Table 6, LST Results for Construction Emissions Pollutant CO (lbs/day) NOX (lbs/day) PM-10 (lbs/day) PM-2.5 (lbs/day) LST Threshold (5 acres) 1,677 584 13 8 Site Grading 20.2 43.1 5.5 2.7 Building Construction 20.8 43.7 2.6 2.4 Painting and Asphalt 17.2 32.9 2.3 2.1 Exceeds Threshold? No No No No Short-term construction emissions of CO, NOX, PM-10, and PM-2.5 do not exceed the SCAQMD established localized thresholds of significance. LONG-TERM ANALYSIS This project involves the development of a maximum of 81 new dwelling units within that portion of the project area that allows development of large lot residential units. The majority of Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 14 the operational emissions are in the form of mobile source emissions, without any stationary sources present. According to SCAQMD LST methodology, LSTs would apply to the operational phase of a project, if the project includes stationary sources, or attracts mobile sources that may spend long periods queuing and idling at the site; such as warehouse/transfer facilities. The proposed project does not include such uses. Therefore; due to the lack of stationary source emissions, no long-term localized significance threshold analysis is needed. CONCLUSION Based on the LST analysis of the proposed project, the short-term construction of the project will not result in localized air quality impacts to sensitive receptors in the project vicinity for CO, NOX, PM-10, and PM-2.5 during construction of the project. The project will not result in longterm localized air quality impacts since the project’s operational emissions are primarily from mobile sources. CO HOTSPOTS ANALYSIS A CO hot spot is a localized concentration of CO that is above the state or federal 1-hour or 8-hour ambient air quality standards. Localized high levels of CO are associated with traffic congestion and idling or slow-moving vehicles. The SCAQMD recommends that projects with sensitive receptors or projects that could negatively affect LOS of existing roads use the screening procedures outlined in the SCAQMD CEQA Air Quality Handbook (SCAQMD 1993) to determine the potential to create a CO hot spot. The SCAQMD CEQA Air Quality Handbook recommends using CALINE4 (Caltrans 1999) to estimate 1-hour CO concentration from roadway traffic. Input data for this model includes meteorology, street network information (Webb 2007), vehicle counts on each link, fleet-average CO emission factors, and receptor locations. CALINE4 can be with user-input meteorological data or default worst-case meteorological data. For this study, meteorological data was input from the Western Regional Climate Center (WRCC). The average winter temperature and morning humidity were used to represent a worst-case scenario. The link information required for CALINE4 is in the form of east and north (x,y) coordinates for the two ends of each link. Up to 20 links can be supplied. For each link, the vehicle counts for the peak traffic period were taken from the project-specific traffic study (Webb 2007). The fleet average emission factors for CO are estimated using the EMFAC2007 computer program (CARB 2006). CALINE4 was run using the peak evening rush-hour traffic counts in the project-specific traffic study and worst-case meteorology. According to staff at SCAQMD, intersections where the LOS decreases from LOS C with the project should be modeled. Incorporation of the mitigation measures contained in the Traffic Study will improve the LOS of study intersections to between A and D in 2009. Therefore, it was determined that nine intersections fit this criterion and were modeled. The intersections modeled are: • I-15 SB Ramps /Highway 79 • I-15 NB Ramps /Highway 79 • La Paz Road /Highway 79 • Pechanga Parkway /Highway 79 • Rainbow Canyon Road /Pechanga Parkway Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 15 • Rainbow Canyon Road /Birdie Court • Rainbow Canyon Road /Bayhill Drive • Old Highway 395 /Rainbow Valley W Blvd • I-15 SB Ramps /Rainbow Valley W Blvd Calculations used as well as CALINE4 output files are included in Appendix B. Emission factors for CO were estimated from EMFAC2007, which estimates emission factors by vehicle speed and vehicle class within the geographic area. According to the CO Hot Spots Protocol (Caltrans 1997), the average temperature for the Temecula area (information from closest station, Lake Elsinore) in winter was found to be approximately 51.9°F and the relative humidity was approximately 50%. Using these meteorological conditions, the vehicle emissions were calculated for 2007 and 2010 by EMFAC2007. Additionally, in order to ensure a worstcase scenario, the highest emission factor corresponding to each year was used. Receptors were located a distance of 3 meters from each roadway at the four corners of each intersection modeled. Although sensitive receptors exist in the project vicinity, the placement of receptors 3 meters from each roadway represents a worst-case scenario; therefore, no other sensitive receptors were modeled. The predicted peak 1-hour CO concentrations at each receptor were determined taking the highest background 1-hour CO concentrations from the last three years from Table 1, which was a value of 2.0 ppm. The background CO concentration was obtained from SCAQMD. The peak 8-hour CO concentration was estimated by multiplying the peak 1-hour model estimate by the persistence factor for the project and adding the ambient background 8-hour CO concentration. The persistence factor is the ratio between the maximum 1-hour and 8-hour measured CO concentration. Since meteorological data is available, the persistence factor was calculated from data from the latest 3 years in Table 1, Source Receptor Area (SRA) 25, Air Quality Monitoring Summary 1997–2006, and found to be 1.0. Each intersection was run three times to determine the baseline CO emissions from existing traffic, existing plus project, and the cumulative emissions, which includes the baseline, project traffic, plus traffic that will be generated from anticipated projects in the vicinity. The results are presented in Table 7, CO Hot Spot Analysis Results, by intersection where the receptor position with the highest CO concentration is shown. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 16 Table 7, CO Hot Spot Analysis Results 1-Hour CO Concentration (ppm) 8-Hour CO Concentration (ppm) Intersection 2007 1 2010 With Project 2 2010 Cumulative3 2007 1 2010 With Project 2 2010 Cumulative3 State Threshold 20 20 20 9 9 9 Federal Threshold 35 35 35 9 9 9 I-15 SB Ramps /Highway 79 4.4 4.0 5.3 4.4 4.0 5.3 I-15 NB Ramps /Highway 79 4.8 4.1 6.0 4.8 4.1 6.0 La Paz Road /Highway 79 4.2 3.8 5.0 4.2 3.8 5.0 Pechanga Parkway /Highway 79 5.1 4.4 6.1 5.1 4.4 6.1 Rainbow Canyon Road /Pechanga Parkway 4.2 3.7 4.6 4.2 3.7 4.6 Rainbow Canyon Road /Birdie Court 2.8 2.6 2.9 2.8 2.6 2.9 Rainbow Canyon Road /Bayhill Drive 2.8 2.6 2.7 2.8 2.6 2.7 Old Highway 395 /Rainbow Valley W Blvd 2.9 2.7 2.8 2.9 2.7 2.8 I-15 SB Ramps /Rainbow Valley W Blvd 2.6 2.3 2.5 2.6 2.3 2.5 1 Includes Existing CO emissions. 2 Includes Existing plus Growth plus Project. 3 Includes Existing plus Growth plus Cumulative Projects plus Project. For all of the intersections modeled, the existing maximum 1-hour CO concentration is 5.1 ppm, which increases to 6.1 ppm under cumulative conditions. The existing maximum 8-hour CO concentration is 5.1 ppm, which increases to 6.1 ppm under cumulative conditions. These CO concentrations from project-generated traffic emissions are less than the California and national (federal) ambient air quality standards; therefore the CO hot spot impacts are considered less than significant, and the project will not contribute to an exceedance of either the CAAQS or NAAQS for CO emissions and will not form any CO hotspots in the project area. CUMULATIVE IMPACTS The portion of the South Coast Air Basin within which the project is located is designated as a non-attainment area for ozone, PM-10, and PM-2.5 under state standards, and as a nonattainment area for, ozone, carbon monoxide, PM-10 and PM-2.5 under federal standards. In order to determine the projects cumulative impacts, it is important to consider estimated emissions from future proposed projects (Table 8) in the vicinity. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 17 Table 8, Cumulative Projects Analyzed Project Land Use Quantity Units 1. Summerhouse Mixed-Use Thousand Square Feet 2. Temecula Creek Inn Single-Family Residential Thousand Square Feet 3. TM 30180 (not built) Mixed-Use 4 4 Spaces Thousand Square Feet 4. Temecula Creek Commercial 5. Vail Ranch Towne Center Commercial 6. TTM 29473 Single-Family Residential 243 Dwelling Units 7. TTM 29031 Single-Family Residential 128 Dwelling Units 8. TTM 30052 Single-Family Residential 122 Dwelling Units 9. Pechanga Casino Expansion Commercial 10. Margarita Canyon Mixed-Use 11. Rancho Community Church Institutional 864 students 12. Wolf Creek Mixed-Use 520 12 8 Dwelling Units Acres Acres 13. Morgan Hill Mixed-Use 14. TTM 24188 Multi-Family Residential 260 Dwelling Units 15. Apis Plaza Commercial 16. Paloma Del Sol Office Building Professional 65 Thousand Square Feet 17. Park & Ride at SR79 Public 209 Parking Spaces 18. Temecula Lane I Single/multi-family Residential 428 Dwelling Units 19. Roripaugh Ranch SPA Mixed-Use 1800 Dwelling Units 20. De Portola Meadows Single/multi-family Residential 303 Dwelling Units 21. St Thomas of Canterbury Institutional 22. Hemmingway at Redhawk Single-Family Residential 108 Dwelling Units 23. Temecula Professional Building II Professional 11.6 Thousand Square Feet 24. Gateway Plaza Commercial 30.6 Thousand Square Feet 25. Redhawk Condos Multi-family Residential 97 Dwelling Units 26. Stratford at Redhawk Single-Family Residential 106 Dwelling Units 27. Butterfield Station (Retail) Retail 73 Thousand Square Feet 28. De Portola Professional Offices Professional 38.5 Thousand Square Feet 29. Heritage Hotel Commercial 142 6 Rooms Thousand Square Feet 30. Halcon de Rojo Professional 65.9 Thousand Square Feet 31. Temecula Hospital Institutional 320 158 Beds Thousand Square Feet Source: Traffic Study The estimated emissions from the cumulative project’s contribution are summarized in Table 9. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 18 Table 9, Estimated Daily Cumulative and Project Emissions This project is within the daily emissions thresholds for all the criteria pollutants in both summer and winter. The cumulative emissions exceed the thresholds for VOC, NOx, CO, PM-10, and PM-2.5 in both summer and winter. It is important to keep in mind that these regional thresholds were developed based on the SCAQMD’s treatment of a single major stationary source, and the analysis of the cumulative project adds together the emissions from 31 major stationary sources. Therefore, utilizing the SCAQMD Daily Regional Thresholds for a single major stationary source, the project’s incremental contribution to existing emissions and emissions generated from other planned projects is cumulatively considerable. Peak Daily Emissions (lb/day) Activity VOC NOx CO SO2 PM-10 PM-2.5 SCAQMD Daily Regional Thresholds 55 55 550 150 150 55 Project (Summer) 13.73 15.22 109.43 0.10 16.48 3.33 Cumulative (Summer) 1,493.39 1,933.55 13,682.31 13.33 2,143.13 431.79 Project (Winter) 27.25 18.95 141.30 0.19 16.48 8.59 Cumulative ( Winter ) 2,498.19 2,348.79 15,807.59 18.32 2,530.55 804.76 Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 19 SECTION 4 – FINDINGS AND CONCLUSIONS EVALUATION OF SIGNIFICANCE Under the California Environmental Quality Act, air quality impacts may be considered significant if the project would: • Conflict with or obstruct implementation of the applicable air quality plan. The AQMP for the SCAB sets forth a comprehensive program that will lead the SCAB into compliance with all federal and state air quality standards. The AQMP control measures and related emission reduction estimates are based upon emissions projections for a future development scenario derived from land use, population, and employment characteristics defined in consultation with local governments. Accordingly, conformance with the AQMP for development projects is determined by demonstrating compliance with local land use plans and/or population projections or evaluation of assumed emissions. The 2007 AQMP was developed based on SCAG population projections for the region. The population projections made by SCAG are based on existing and planned land uses as set forth in the various general plans of local governmental jurisdictions within the region. The project involves the annexation of approximately 4,974 acres of unincorporated Riverside County territory to the city of Temecula, and concurrent extension of the city’s sphere of influence to include that portion of the annexation area not currently within the city’s sphere (4,426 acres). Approximately 713 acres within the project site are designated by the Riverside County General Plan “Rural Mountainous” (1 DU/10 acres) and approximately 4261 acres are designated “Open Space – Conservation Habitat.” The majority of the area proposed for annexation (4,257) acres will be designated by the City of Temecula General Plan “Open Space” and will remain undeveloped. The development potential on the remaining area (717 acres) which will be designated “Hillside Residential” is limited to one dwelling unit per 10 10 acres, which will permit a maximum of 81 new dwelling units to be built. The proposed city of Temecula General Plan designations are ostensibly the same as the current County of Riverside designations with approximately the same projected population within the project area. Since the project will be developed with land uses that are in accordance with the currently approved general plan land use designations, the project is also considered to be in compliance with the AQMP. Therefore, the proposed project will not conflict with or obstruct implementation of the applicable air quality plan and potential impacts will be less than significant. • Violate any air quality standard or contribute substantially to an existing or projected air quality violation. The short-term and long-term construction emissions from this project were modeled using URBEMIS2007 for Windows computer program (Appendix A). Construction was assumed to take 9 months and the whole site will be developed at once. Maximum short-term daily daily Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 20 construction emissions in 2009 are 27.87 lbs for VOC, 57.35 lbs for NOX, 45.46 lbs for CO, 0.04 lbs for SO2, 53.15 lbs for PM-10, and 12.05 lbs for PM-2.5. In 2010, the maximum short-term daily construction emissions are 21.11 lbs for VOC, 26.07 lbs for NOX, 28.82 lbs for CO, 0.02 for SO2, 1.88 for PM-10, and 1.67 lbs from PM-2.5. The criteria pollutant emissions from construction of this project are below the SCAQMD recommended daily regional thresholds for all criteria pollutants in 2009 and 2010. Therefore, emissions from project construction are considered both regionally less than significant, and less than significant at a localized level; as short-term construction will not result in exceedances of LSTs. The maximum daily long-term emissions associated with project operations are 13.73 lbs. for VOC, 15.22 lbs for NOX, 109.43 lbs for CO, 0.10 lbs for SO2, 16.48 lbs for PM-10, 3.33 lbs for PM-2.5 in summer, and 27.25 lbs for VOC, 18.95 lbs for NOX, 141.30 lbs for CO, 0.19 lbs for SO2, 16.48 lbs for PM-10, and 8.59 lbs for PM-2.5 in winter. Emissions of all criteria pollutants are below the SCAQMD regional thresholds. The project’s contribution of CO emissions to the project area will not result in any CO hotspots in the project vicinity. According to the SCAQMD’s LST methodology, the project’s operational emissions are all below localized significance thresholds. Therefore, long-term emissions are considered less than significant, both regionally and on a localized level. • Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? The long-term emissions from project operation are within the daily regional thresholds for all the criteria pollutants in both summer and winter. The The operational emissions from the cumulative projects will exceed the thresholds for all criteria pollutants, except for SO2 in both summer and winter. It is important to keep in mind that these regional thresholds were developed based on the SCAQMD’s treatment of a single major stationary source, and the analysis of the cumulative project adds together the emissions from 31 major stationary sources. The project’s operational emissions are within the SCAQMD regional thresholds; however, (utilizing the only available single major source thresholds) the project’s emissions combined with the cumulative projects’ emissions will contribute incrementally to cumulative air quality impacts. The project’s potential ozone (including ozone precursors VOC and NOx), PM-10, and PM-2.5 emissions represent an incremental contribution to cumulative impacts; therefore, the project will result in a net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors). However, the since the project will be developed with land uses that are in accordance with the currently approved general plan land use designations, and is considered to be in compliance with the AQMP, the cumulative impact is considered to be less than significant. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 21 • Expose sensitive receptors to substantial pollutant concentrations. Existing land uses, both within and adjacent to, the proposed project site include existing residences. In order to ensure a worst-case analysis, the receptor distance used was 25 meters, although due to the size of the lots within the project area, and the minimum allowable density (1 DU/10 acres), sensitive receptors are likely to be much further than 25 meters from construction activities. Given the distance to sensitive receptors, exposure of sensitive receptors to substantial concentrations of pollutants is not anticipated. Therefore, impacts are considered less than significant. • Create objectionable odors affecting a substantial number of people. The project consists of a residential development, and as such, will not result in the production of objectionable odors. Therefore, the project will not create objectionable odors affecting a substantial number of people and the impact is considered less than significant. CONCLUSIONS The project-specific evaluation presented in the following analysis demonstrates that projected short-term emissions from construction of the project are below the SCAQMD recommended daily regional thresholds for criteria pollutants. Emissions of all criteria pollutants from project operation are below all applicable SCAQMD recommended daily regional thresholds of significance in both summer and winter. Therefore, no mitigation measures are necessary for either construction or operation of this project. Since the main source of project emissions are from project-generated traffic (mobile sources), no localized threshold analysis is needed. Additionally, no CO hot spots will be created as a result of project operation. The project’s emissions, together with emissions from other projects, represent an incremental contribution to cumulative impacts. Therefore, emissions from both project construction and operation are considered regionally less than significant. Also, though incrementally contributing to cumulative impacts, this project is compatible with general plan land use designations, and is in compliance with the AQMP; therefore, emissions from the project are not considered cumulatively significant. Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 22 SECTION 5 – REFERENCES REFERENCES CITED The following documents were referred to as general information sources during preparation of this document. They are available for public review at the locations abbreviated after each listing and spelled out at the end of this section. Some of these documents are also available at public libraries and at other public agency offices. Caltrans 1997 California Department of Transportation, Transportation Project-Level Carbon Monoxide Protocol, Revised December 1997. (Available at http://www.dot.ca.gov/hq/env/air/coprot.htm) Caltrans 1998 California Department of Transportation, User’s Guide for CL4: A User-Friendly Interface for the CALINE4 Model for Transportation Project Impact Assessments, June 1998. (Available on the internet at http://www.dot.ca.gov/hq/env/air/calinesw.htm) Caltrans 1999 California Department of Transportation, California Line Source Dispersion Model CALINE4, Version 1.31, August 1999. (Available at http://www.dot.ca.gov/hq/env/air/calinesw.htm) CARB 2006 California Air Resources Board, EMFAC2007 Computer model, November 2006. (Available at http://www.arb.ca.gov/msei/on-road/latest_version.htm) Temecula General Plan City of Temecula General Plan, adopted July 1989, revised December 1996. (Available at the City of Temecula.) GP Riverside County General Plan, Southwest Area Plan, adopted October 2003. (Available at County of Riverside Planning Department.) SCAQMD South Coast Air Quality Management District, Air Quality Data (Available at SCAQMD or at http://ozone.aqmd.gov/smog) SCAQMD 1993 South Coast Air Quality Management District, CEQA Air Quality Handbook, November 1993. (Available at SCAQMD.) SCAQMD 2007 South Coast Air Quality Management District, URBEMIS 2007 for Windows Computer Program and User’s Guide. (Available at http://www.urbemis.com/) Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S 23 SCAQMD 2007a South Coast Air Quality Management District, 2007 Air Quality Management Plan, June, 2007. (Available at SCAQMD.) Webb 2007 Traffic Impact Study Report, Santa Margarita Area Annex, Riverside County, California, October, 2007. (Available at County of Riverside Planning Department.) WRCC Western Regional Climate Center, Elsinore California – Station No. 042805, November 2, 2006. (Available at wrcc@dri.edu) Location Address Riverside County Riverside County Planning Department 4080 Lemon Street, 9th Floor Riverside, CA 92502-1409 SCAQMD South Coast Air Quality Management District 21865 East Copley Drive Diamond Bar, CA 91765-4182 DOCUMENT PREPARATION STAFF ALBERT A. WEBB ASSOCIATES 3788 McCray Street Riverside, CA 92506 951.686.1070 Katie Gallagher, Associate Environmental Analyst Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S APPENDIX A URBEMIS 2007 OUTPUT FILES Page: 1 10/15/2007 10:01:58 AM Urbemis 2007 Version 9.2.2 Combined Summer Emissions Reports (Pounds/Day) File Name: G:\2007\07-0090\Technical Appendices\Air Study\URBEMIS\project.urb9 Project Name: Santa Margarita Annex 07-090 Project Location: Riverside County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 2009 TOTALS (lbs/day unmitigated) 21.46 57.30 44.60 0.03 100.01 3.96 101.34 20.89 3.64 22.12 6,986.17 2009 TOTALS (lbs/day mitigated) 21.46 57.30 44.60 0.03 51.82 3.96 53.15 10.82 3.64 12.05 6,986.17 2010 TOTALS (lbs/day unmitigated) 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 2010 TOTALS (lbs/day mitigated) 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 AREA SOURCE EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 0.01 1,690.19 ROG NOx CO SO2 PM10 PM2.5 CO2 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 8.53 13.86 105.25 0.10 16.47 3.32 10,102.68 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 13.73 15.22 109.43 0.10 16.48 3.33 11,792.87 Page: 1 10/15/2007 10:01:58 AM Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 3/2/2009-6/5/2009 Active Days: 70 3.22 26.52 14.12 0.00 100.01 1.34 101.34 20.89 1.23 22.12 2,371.72 Mass Grading 03/02/2009-06/05/2009 3.22 26.52 14.12 0.00 100.01 1.34 101.34 20.89 1.23 22.12 2,371.72 Mass Grading Dust 0.00 0.00 0.00 0.00 100.00 0.00 100.00 20.88 0.00 20.88 0.00 Mass Grading Off Road Diesel 3.18 26.46 12.98 0.00 0.00 1.33 1.33 0.00 1.23 1.23 2,247.32 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Worker Trips 0.04 0.07 1.14 0.00 0.01 0.00 0.01 0.00 0.00 0.01 124.40 Time Slice 6/8/2009-10/9/2009 Active Days: 90 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 10/12/2009-11/9/2009 Active Days: 21 11.36 57.30 44.60 0.03 0.14 3.96 4.09 0.05 3.64 3.68 6,986.17 Asphalt 10/12/2009-11/09/2009 6.40 29.60 15.01 0.02 0.06 2.01 2.07 0.02 1.85 1.87 2,895.02 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 0.81 11.53 4.10 0.01 0.05 0.46 0.51 0.02 0.42 0.44 1,467.11 Paving Worker Trips 0.04 0.08 1.43 0.00 0.01 0.00 0.01 0.00 0.00 0.01 155.50 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Page: 1 10/15/2007 10:01:58 AM Time Slice 11/10/2009-12/4/2009 Active Days: 19 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 12/7/2009-12/31/2009 Active Days: 19 21.46 27.75 30.46 0.02 0.09 1.95 2.03 0.03 1.79 1.82 4,185.33 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Coating 12/07/2009-03/05/2010 16.51 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Time Slice 1/1/2010-3/5/2010 Active Days: 46 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 Building 06/08/2009-03/05/2010 4.61 26.02 28.03 0.02 0.08 1.79 1.87 0.03 1.65 1.67 4,091.05 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building Vendor Trips 0.16 2.00 1.54 0.00 0.01 0.08 0.09 0.00 0.07 0.08 380.85 Building Worker Trips 0.37 0.70 12.17 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,450.92 Coating 12/07/2009-03/05/2010 16.50 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.02 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Page: 1 10/15/2007 10:01:58 AM Phase Assumptions Phase: Mass Grading 3/2/2009 -6/5/2009 -Default Mass Site Grading/Excavation Description Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 5 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 2005 ends 12/31/2040 specifies a VOC of 250 Page: 1 10/15/2007 10:01:58 AM Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Mitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 3/2/2009-6/5/2009 Active Days: 70 3.22 26.52 14.12 0.00 51.82 1.34 53.15 10.82 1.23 12.05 2,371.72 Mass Grading 03/02/2009-06/05/2009 3.22 26.52 14.12 0.00 51.82 1.34 53.15 10.82 1.23 12.05 2,371.72 Mass Grading Dust 0.00 0.00 0.00 0.00 51.81 0.00 51.81 10.82 0.00 10.82 0.00 Mass Grading Off Road Diesel 3.18 26.46 12.98 0.00 0.00 1.33 1.33 0.00 1.23 1.23 2,247.32 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Worker Trips 0.04 0.07 1.14 0.00 0.01 0.00 0.01 0.00 0.00 0.01 124.40 Time Slice 6/8/2009-10/9/2009 Active Days: 90 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 10/12/2009-11/9/2009 Active Days: 21 11.36 57.30 44.60 0.03 0.14 3.96 4.09 0.05 3.64 3.68 6,986.17 Asphalt 10/12/2009-11/09/2009 6.40 29.60 15.01 0.02 0.06 2.01 2.07 0.02 1.85 1.87 2,895.02 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 0.81 11.53 4.10 0.01 0.05 0.46 0.51 0.02 0.42 0.44 1,467.11 Paving Worker Trips 0.04 0.08 1.43 0.00 0.01 0.00 0.01 0.00 0.00 0.01 155.50 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1, 451.03Page: 1 10/15/2007 10:01:58 AM Time Slice 11/10/2009-12/4/2009 Active Days: 19 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 12/7/2009-12/31/2009 Active Days: 19 21.46 27.75 30.46 0.02 0.09 1.95 2.03 0.03 1.79 1.82 4,185.33 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Coating 12/07/2009-03/05/2010 16.51 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Time Slice 1/1/2010-3/5/2010 Active Days: 46 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 Building 06/08/2009-03/05/2010 4.61 26.02 28.03 0.02 0.08 1.79 1.87 0.03 1.65 1.67 4,091.05 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building Vendor Trips 0.16 2.00 1.54 0.00 0.01 0.08 0.09 0.00 0.07 0.08 380.85 Building Worker Trips 0.37 0.70 12.17 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,450.92 Coating 12/07/2009-03/05/2010 16.50 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.02 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Page: 1 10/15/2007 10:01:58 AM Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Default Mass Site Grading/Excavation Description For Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 Hearth -No Summer Emissions Landscape 0.65 0.04 3.62 0.00 0.01 0.01 5.81 Consumer Products 4.16 Architectural Coatings 0.29 TOTALS (lbs/day, unmitigated) 5.20 1.36 4.18 0.00 0.01 0.01 1,690.19 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOX CO SO2 PM10 PM25 CO2 Single family housing 8.53 13.86 105.25 0.10 16.47 3.32 10,102.68 TOTALS (lbs/day, unmitigated) 8.53 13.86 105.25 0.10 16.47 3.32 10,102.68 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 80 Season: Summer Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Page: 1 10/15/2007 10:01:58 AM Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 717.00 11.54 dwelling units 81.00 934.74 9,443.49 934.74 9,443.49 Vehicle Fleet Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 0.2 Light Truck < 3750 lbs 9.6 2.1 91.7 6.2 Light Auto 45.8 1.1 98.7 0.0 Med Truck 5751-8500 lbs 12.0 0.8 98.4 0.8 Light Truck 3751-5750 lbs 21.7 0.5 99.5 26.3 Lite-Heavy Truck 10,001-14,000 lbs 0.6 0.0 50.0 50.0 Lite-Heavy Truck 8501-10,000 lbs 1.9 0.0 73.7 87.5 Heavy-Heavy Truck 33,001-60,000 lbs 1.5 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.8 0.0 12.5 100.0 Urban Bus 0.0 0.0 0.0 0.0 Other Bus 0.1 0.0 0.0 0.0 School Bus 0.1 0.0 0.0 100.0 Motorcycle 4.4 65.9 34.1 13.3 Travel Conditions Residential Commercial Motor Home 1.5 0.0 86.7 Home-Work Home-Shop Home-Other Commute Non-Work Customer Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 30.0 % of Trips -Residential 32.9 18.0 49.1 Operational Changes to Defaults % of Trips -Commercial (by land use) Page: 1 10/15/2007 10:02:20 AM Urbemis 2007 Version 9.2.2 Combined Winter Emissions Reports (Pounds/Day) File Name: G:\2007\07-0090\Technical Appendices\Air Study\URBEMIS\project.urb9 Project Name: Santa Margarita Annex 07-090 Project Location: Riverside County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 2009 TOTALS (lbs/day unmitigated) 21.46 57.30 44.60 0.03 100.01 3.96 101.34 20.89 3.64 22.12 6,986.17 2009 TOTALS (lbs/day mitigated) 21.46 57.30 44.60 0.03 51.82 3.96 53.15 10.82 3.64 12.05 6,986.17 2010 TOTALS (lbs/day unmitigated) 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 2010 TOTALS (lbs/day mitigated) 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 AREA SOURCE EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 17.25 2.47 35.79 0.10 5.46 5.26 3,225.70 ROG NOx CO SO2 PM10 PM2.5 CO2 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 9.35 16.44 101.89 0.09 16.47 3.32 9,206.12 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 26.60 18.91 137.68 0.19 21.93 8.58 12,431.82 Page: 1 10/15/2007 10:02:20 AM Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 3/2/2009-6/5/2009 Active Days: 70 3.22 26.52 14.12 0.00 100.01 1.34 101.34 20.89 1.23 22.12 2,371.72 Mass Grading 03/02/2009-06/05/2009 3.22 26.52 14.12 0.00 100.01 1.34 101.34 20.89 1.23 22.12 2,371.72 Mass Grading Dust 0.00 0.00 0.00 0.00 100.00 0.00 100.00 20.88 0.00 20.88 0.00 Mass Grading Off Road Diesel 3.18 26.46 12.98 0.00 0.00 1.33 1.33 0.00 1.23 1.23 2,247.32 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Worker Trips 0.04 0.07 1.14 0.00 0.01 0.00 0.01 0.00 0.00 0.01 124.40 Time Slice 6/8/2009-10/9/2009 Active Days: 90 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 10/12/2009-11/9/2009 Active Days: 21 11.36 57.30 44.60 0.03 0.14 3.96 4.09 0.05 3.64 3.68 6,986.17 Asphalt 10/12/2009-11/09/2009 6.40 29.60 15.01 0.02 0.06 2.01 2.07 0.02 1.85 1.87 2,895.02 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 0.81 11.53 4.10 0.01 0.05 0.46 0.51 0.02 0.42 0.44 1,467.11 Paving Worker Trips 0.04 0.08 1.43 0.00 0.01 0.00 0.01 0.00 0.00 0.01 155.50 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Page: 1 10/15/2007 10:02:20 AM Time Slice 11/10/2009-12/4/2009 Active Days: 19 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 12/7/2009-12/31/2009 Active Days: 19 21.46 27.75 30.46 0.02 0.09 1.95 2.03 0.03 1.79 1.82 4,185.33 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Coating 12/07/2009-03/05/2010 16.51 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Time Slice 1/1/2010-3/5/2010 Active Days: 46 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 Building 06/08/2009-03/05/2010 4.61 26.02 28.03 0.02 0.08 1.79 1.87 0.03 1.65 1.67 4,091.05 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building Vendor Trips 0.16 2.00 1.54 0.00 0.01 0.08 0.09 0.00 0.07 0.08 380.85 Building Worker Trips 0.37 0.70 12.17 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,450.92 Coating 12/07/2009-03/05/2010 16.50 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.02 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Page: 1 10/15/2007 10:02:20 AM Phase Assumptions Phase: Mass Grading 3/2/2009 -6/5/2009 -Default Mass Site Grading/Excavation Description Total Acres Disturbed: 81 Maximum Daily Acreage Disturbed: 5 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 0 Off-Road Equipment: 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 8 hours per day Phase: Paving 10/12/2009 -11/9/2009 -Default Paving Description Acres to be Paved: 20.25 Off-Road Equipment: 1 Pavers (100 hp) operating at a 0.62 load factor for 8 hours per day 2 Paving Equipment (104 hp) operating at a 0.53 load factor for 6 hours per day 2 Rollers (95 hp) operating at a 0.56 load factor for 6 hours per day Phase: Building Construction 6/8/2009 -3/5/2010 -Default Building Construction Description Off-Road Equipment: 1 Cranes (399 hp) operating at a 0.43 load factor for 7 hours per day 3 Forklifts (145 hp) operating at a 0.3 load factor for 8 hours per day 1 Generator Sets (49 hp) operating at a 0.74 load factor for 8 hours per day 3 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Welders (45 hp) operating at a 0.45 load factor for 8 hours per day Phase: Architectural Coating 12/7/2009 -3/5/2010 -Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 2005 ends 12/31/2040 specifies a VOC of 250 Page: 1 10/15/2007 10:02:20 AM Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Winter Pounds Per Day, Mitigated ROG NOx CO SO2 PM10 Dust PM10 Exhaust PM10 PM2.5 Dust PM2.5 Exhaust PM2.5 CO2 Time Slice 3/2/2009-6/5/2009 Active Days: 70 3.22 26.52 14.12 0.00 51.82 1.34 53.15 10.82 1.23 12.05 2,371.72 Mass Grading 03/02/2009-06/05/2009 3.22 26.52 14.12 0.00 51.82 1.34 53.15 10.82 1.23 12.05 2,371.72 Mass Grading Dust 0.00 0.00 0.00 0.00 51.81 0.00 51.81 10.82 0.00 10.82 0.00 Mass Grading Off Road Diesel 3.18 26.46 12.98 0.00 0.00 1.33 1.33 0.00 1.23 1.23 2,247.32 Mass Grading On Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mass Grading Worker Trips 0.04 0.07 1.14 0.00 0.01 0.00 0.01 0.00 0.00 0.01 124.40 Time Slice 6/8/2009-10/9/2009 Active Days: 90 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 10/12/2009-11/9/2009 Active Days: 21 11.36 57.30 44.60 0.03 0.14 3.96 4.09 0.05 3.64 3.68 6,986.17 Asphalt 10/12/2009-11/09/2009 6.40 29.60 15.01 0.02 0.06 2.01 2.07 0.02 1.85 1.87 2,895.02 Paving Off-Gas 2.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Paving Off Road Diesel 3.02 17.99 9.48 0.00 0.00 1.55 1.55 0.00 1.43 1.43 1,272.41 Paving On Road Diesel 0.81 11.53 4.10 0.01 0.05 0.46 0.51 0.02 0.42 0.44 1,467.11 Paving Worker Trips 0.04 0.08 1.43 0.00 0.01 0.00 0.01 0.00 0.00 0.01 155.50 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1, 451.03Page: 1 10/15/2007 10:02:20 AM Time Slice 11/10/2009-12/4/2009 Active Days: 19 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Time Slice 12/7/2009-12/31/2009 Active Days: 19 21.46 27.75 30.46 0.02 0.09 1.95 2.03 0.03 1.79 1.82 4,185.33 Building 06/08/2009-03/05/2010 4.96 27.70 29.59 0.02 0.08 1.94 2.03 0.03 1.78 1.81 4,091.15 Building Off Road Diesel 4.37 24.71 14.63 0.00 0.00 1.81 1.81 0.00 1.67 1.67 2,259.28 Building Vendor Trips 0.18 2.21 1.66 0.00 0.01 0.09 0.10 0.00 0.08 0.09 380.84 Building Worker Trips 0.41 0.78 13.30 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,451.03 Coating 12/07/2009-03/05/2010 16.51 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.03 0.05 0.86 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.18 Time Slice 1/1/2010-3/5/2010 Active Days: 46 21.12 26.06 28.82 0.02 0.09 1.80 1.88 0.03 1.65 1.68 4,185.22 Building 06/08/2009-03/05/2010 4.61 26.02 28.03 0.02 0.08 1.79 1.87 0.03 1.65 1.67 4,091.05 Building Off Road Diesel 4.08 23.31 14.31 0.00 0.00 1.67 1.67 0.00 1.54 1.54 2,259.28 Building Vendor Trips 0.16 2.00 1.54 0.00 0.01 0.08 0.09 0.00 0.07 0.08 380.85 Building Worker Trips 0.37 0.70 12.17 0.02 0.07 0.04 0.11 0.02 0.04 0.06 1,450.92 Coating 12/07/2009-03/05/2010 16.50 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Architectural Coating 16.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Coating Worker Trips 0.02 0.05 0.79 0.00 0.00 0.00 0.01 0.00 0.00 0.00 94.17 Construction Related Mitigation Measures The following mitigation measures apply to Phase: Mass Grading 3/2/2009 -6/5/2009 -Default Mass Site Grading/Excavation Description For Soil Soil Stablizing Measures, the Water exposed surfaces 3x daily watering mitigation reduces emissions by: PM10: 61% PM25: 61% Page: 1 10/15/2007 10:02:20 AM Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 PM2.5 CO2 Natural Gas 0.10 1.32 0.56 0.00 0.00 0.00 1,684.38 Hearth 12.70 1.15 35.23 0.10 5.46 5.26 1,541.32 Landscaping -No Winter Emissions Consumer Products 4.16 Architectural Coatings 0.29 TOTALS (lbs/day, unmitigated) 17.25 2.47 35.79 0.10 5.46 5.26 3,225.70 Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOX CO SO2 PM10 PM25 CO2 Single family housing 9.35 16.44 101.89 0.09 16.47 3.32 9,206.12 TOTALS (lbs/day, unmitigated) 9.35 16.44 101.89 0.09 16.47 3.32 9,206.12 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 60 Season: Winter Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Page: 1 10/15/2007 10:02:20 AM Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 717.00 11.54 dwelling units 81.00 934.74 9,443.49 934.74 9,443.49 Vehicle Fleet Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 0.2 Light Truck < 3750 lbs 9.6 2.1 91.7 6.2 Light Auto 45.8 1.1 98.7 0.0 Med Truck 5751-8500 lbs 12.0 0.8 98.4 0.8 Light Truck 3751-5750 lbs 21.7 0.5 99.5 26.3 Lite-Heavy Truck 10,001-14,000 lbs 0.6 0.0 50.0 50.0 Lite-Heavy Truck 8501-10,000 lbs 1.9 0.0 73.7 87.5 Heavy-Heavy Truck 33,001-60,000 lbs 1.5 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.8 0.0 12.5 100.0 Urban Bus 0.0 0.0 0.0 0.0 Other Bus 0.1 0.0 0.0 0.0 School Bus 0.1 0.0 0.0 100.0 Motorcycle 4.4 65.9 34.1 13.3 Travel Conditions Residential Commercial Motor Home 1.5 0.0 86.7 Home-Work Home-Shop Home-Other Commute Non-Work Customer Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 30.0 % of Trips -Residential 32.9 18.0 49.1 Operational Changes to Defaults % of Trips -Commercial (by land use) 11/14/2007 03:36:59 PM Urbemis 2007 Version 9.2.2 Combined Summer Emissions Reports (Pounds/Day) File Name: G:\2007\07-0090\Technical Appendices\Air Study\Cumulative Projects\Cumulative Projects.urb9 Project Name: Santa Margarita Annex -Cumulative Projects Project Location: Riverside County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 TOTALS (lbs/day, unmitigated) 394.07 128.66 311.41 CO2 0.01 0.91 0.89 158,145.53 ROG NOx CO SO2 PM10 PM2.5 CO2 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 1,099.32 1,804.89 13,370.90 13.32 2,142.22 430.90 1,307,544.99 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 1,493.39 1,933.55 13,682.31 13.33 2,143.13 431.79 1,465,690.52 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 PM2.5 CO2 Natural Gas 9.54 125.88 69.50 0.00 0.24 0.23 157,751.22 Hearth -No Summer Emissions Landscape 40.91 2.78 241.91 0.01 0.67 0.66 394.31 Consumer Products 294.77 Architectural Coatings 48.85 TOTALS (lbs/day, unmitigated) 394.07 128.66 311.41 0.01 0.91 0.89 158,145.53 11/14/2007 03:36:59 PM Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated Source ROG NOX CO SO2 PM10 PM25 CO2 Single family housing 390.62 624.35 4,741.18 4.64 742.17 149.43 455,109.21 Condo/townhouse general 29.11 43.80 332.63 0.33 52.07 10.48 31,929.56 Retirement community 7.61 10.94 83.09 0.08 13.01 2.62 7,976.24 Congregate care (Assisted Living) Facility 8.69 10.93 83.02 0.08 13.00 2.62 7,968.74 Junior high school 7.91 9.33 68.82 0.07 11.10 2.23 6,767.11 High school 9.97 12.48 91.30 0.09 14.81 2.98 9,017.19 Place of worship 5.26 9.04 65.78 0.07 10.71 2.15 6,517.72 Quality resturant 4.13 7.30 53.31 0.05 8.66 1.74 5,269.34 Hotel 13.85 22.37 163.04 0.16 26.52 5.33 16,139.54 Regnl shop. center 41.41 73.09 531.42 0.54 86.60 17.41 52,680.21 Strip mall 155.19 254.75 1,852.09 1.87 301.82 60.67 183,600.18 Bank (with drive-through) 7.32 13.02 94.67 0.10 15.43 3.10 9,384.64 General office building 29.68 49.96 372.11 0.37 59.57 11.98 36,374.21 Medical office building 49.87 86.80 633.66 0.64 102.95 20.70 62,666.18 Hospital 54.04 92.02 680.79 0.68 109.52 22.03 66,805.84 Park and Ride @SR79/La Paz 5.38 7.18 52.17 0.05 8.50 1.71 5,172.02 Commercial (Neighborhood/Community) 133.26 237.71 1,728.23 1.74 281.64 56.61 171,322.10 Casino 144.81 237.71 1,728.23 1.74 281.64 56.61 171,322.10 EZ lube 1.21 2.11 15.36 0.02 2.50 0.50 1,522.86 TOTALS (lbs/day, unmitigated) 1,099.32 1,804.89 13,370.90 13.32 2,142.22 430.90 1,307,544.99 11/14/2007 03:36:59 PM Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 80 Season: Summer Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 1,532.33 9.16 dwelling units 4,597.00 42,108.52 425,413.95 Condo/townhouse general 36.56 5.05 dwelling units 585.00 2,954.25 29,846.20 Retirement community 39.78 3.71 dwelling units 198.92 737.99 7,455.80 Congregate care (Assisted Living) Facility 22.81 2.02 dwelling units 365.00 737.30 7,448.79 Junior high school 1.62 students 408.00 660.96 6,365.04 High school 2.01 students 456.00 916.56 8,491.93 Place of worship 22.38 1000 sq ft 30.47 681.92 6,143.75 Quality resturant 90.00 1000 sq ft 6.00 540.00 4,963.68 Hotel 8.29 rooms 202.00 1,674.58 15,209.37 Regnl shop. center 75.82 1000 sq ft 73.00 5,534.86 49,664.30 Strip mall 10.00 1000 sq ft 1,929.00 1,929.00 19,290.00 173,089.16 Bank (with drive-through) 246.50 1000 sq ft 4.00 986.00 8,847.38 General office building 15.86 1000 sq ft 211.60 3,355.98 34,155.45 Medical office building 36.14 1000 sq ft 178.43 6,448.46 59,038.87 Hospital 20.00 beds 320.00 6,400.00 62,800.00 Park and Ride @SR79/La Paz 2.60 unknown 209.00 543.40 4,875.93 Commercial (Neighborhood/Community) 900.00 acres 20.00 18,000.00 161,513.99 Casino 10.00 1000 sq ft 1,800.00 18,000.00 161,513.99 EZ lube 40.00 unknown 4.00 160.00 1,435.68 129,730.78 1,228,273.26 11/14/2007 03:36:59 PM Vehicle Fleet Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 0.2 Light Truck < 3750 lbs 9.6 2.1 91.7 6.2 Light Auto 45.8 1.1 98.7 0.0 Med Truck 5751-8500 lbs 12.0 0.8 98.4 0.8 Light Truck 3751-5750 lbs 21.7 0.5 99.5 26.3 Lite-Heavy Truck 10,001-14,000 lbs 0.6 0.0 50.0 50.0 Lite-Heavy Truck 8501-10,000 lbs 1.9 0.0 73.7 87.5 Heavy-Heavy Truck 33,001-60,000 lbs 1.5 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.8 0.0 12.5 100.0 Urban Bus 0.0 0.0 0.0 0.0 Other Bus 0.1 0.0 0.0 0.0 School Bus 0.1 0.0 0.0 100.0 Motorcycle 4.4 65.9 34.1 13.3 Travel Conditions Residential Commercial Motor Home 1.5 0.0 86.7 Home-Work Home-Shop Home-Other Commute Non-Work Customer Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 30.0 % of Trips -Residential 32.9 18.0 49.1 11/14/2007 03:36:59 PM % of Trips -Commercial (by land use) Junior high school 20.0 10.0 70.0 High school 10.0 5.0 85.0 Place of worship 3.0 1.5 95.5 Quality resturant 8.0 4.0 88.0 Hotel 5.0 2.5 92.5 Regnl shop. center 2.0 1.0 97.0 Strip mall 2.0 1.0 97.0 Bank (with drive-through) 2.0 1.0 97.0 General office building 35.0 17.5 47.5 Medical office building 7.0 3.5 89.5 Hospital 25.0 12.5 62.5 Park and Ride @SR79/La Paz 2.0 1.0 97.0 Commercial (Neighborhood/Community) 2.0 1.0 97.0 Casino 2.0 1.0 97.0 EZ lube 2.0 1.0 97.0 11/14/2007 03:37:29 PM Urbemis 2007 Version 9.2.2 Combined Winter Emissions Reports (Pounds/Day) File Name: G:\2007\07-0090\Technical Appendices\Air Study\Cumulative Projects\Cumulative Projects.urb9 Project Name: Santa Margarita Annex -Cumulative Projects Project Location: Riverside County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 TOTALS (lbs/day, unmitigated) 1,253.79 205.45 2,567.56 CO2 7.02 387.66 373.20 264,238.27 ROG NOx CO SO2 PM10 PM2.5 CO2 OPERATIONAL (VEHICLE) EMISSION ESTIMATES TOTALS (lbs/day, unmitigated) 1,203.49 2,140.56 12,998.12 11.29 2,142.22 430.90 1,190,933.08 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROG NOx CO SO2 PM10 PM2.5 CO2 TOTALS (lbs/day, unmitigated) 2,457.28 2,346.01 15,565.68 18.31 2,529.88 804.10 1,455,171.35 Area Source Unmitigated Detail Report: AREA SOURCE EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOx CO SO2 PM10 PM2.5 CO2 Natural Gas 9.54 125.88 69.50 0.00 0.24 0.23 157,751.22 Hearth 900.63 79.57 2,498.06 7.02 387.42 372.97 106,487.05 Landscaping -No Winter Emissions Consumer Products 294.77 Architectural Coatings 48.85 TOTALS (lbs/day, unmitigated) 1,253.79 205.45 2,567.56 7.02 387.66 373.20 264,238.27 11/14/2007 03:37:29 PM Area Source Changes to Defaults Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated Source ROG NOX CO SO2 PM10 PM25 CO2 Single family housing 423.90 740.77 4,590.18 3.93 742.17 149.43 414,720.53 Condo/townhouse general 30.50 51.97 322.04 0.28 52.07 10.48 29,095.97 Retirement community 7.77 12.98 80.45 0.07 13.01 2.62 7,268.39 Congregate care (Assisted Living) Facility 8.25 12.97 80.37 0.07 13.00 2.62 7,261.56 Junior high school 7.20 11.07 66.81 0.06 11.10 2.23 6,162.81 High school 9.35 14.80 88.88 0.08 14.81 2.98 8,210.96 Place of worship 5.89 10.72 64.17 0.06 10.71 2.15 5,934.44 Quality resturant 4.71 8.65 51.92 0.05 8.66 1.74 4,798.09 Hotel 14.95 26.52 158.96 0.14 26.52 5.33 14,695.56 Regnl shop. center 47.11 86.66 518.57 0.45 86.60 17.41 47,965.10 Strip mall 169.04 302.02 1,807.31 1.58 301.82 60.67 167,167.15 Bank (with drive-through) 8.37 15.44 92.38 0.08 15.43 3.10 8,544.68 General office building 32.94 59.27 359.86 0.31 59.57 11.98 33,131.50 Medical office building 56.29 102.92 617.40 0.54 102.95 20.70 57,061.04 Hospital 60.33 109.14 660.02 0.58 109.52 22.03 60,843.62 Park and Ride @SR79/La Paz 5.21 8.51 50.91 0.04 8.50 1.71 4,709.10 Commercial (Neighborhood/Community) 152.57 281.82 1,686.45 1.48 281.64 56.61 155,988.01 Casino 157.74 281.82 1,686.45 1.48 281.64 56.61 155,988.01 EZ lube 1.37 2.51 14.99 0.01 2.50 0.50 1,386.56 TOTALS (lbs/day, unmitigated) 1,203.49 2,140.56 12,998.12 11.29 2,142.22 430.90 1,190,933.08 11/14/2007 03:37:29 PM Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2010 Temperature (F): 60 Season: Winter Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Summary of Land Uses Land Use Type Acreage Trip Rate Unit Type No. Units Total Trips Total VMT Single family housing 1,532.33 9.16 dwelling units 4,597.00 42,108.52 425,413.95 Condo/townhouse general 36.56 5.05 dwelling units 585.00 2,954.25 29,846.20 Retirement community 39.78 3.71 dwelling units 198.92 737.99 7,455.80 Congregate care (Assisted Living) Facility 22.81 2.02 dwelling units 365.00 737.30 7,448.79 Junior high school 1.62 students 408.00 660.96 6,365.04 High school 2.01 students 456.00 916.56 8,491.93 Place of worship 22.38 1000 sq ft 30.47 681.92 6,143.75 Quality resturant 90.00 1000 sq ft 6.00 540.00 4,963.68 Hotel 8.29 rooms 202.00 1,674.58 15,209.37 Regnl shop. center 75.82 1000 sq ft 73.00 5,534.86 49,664.30 Strip mall 10.00 1000 sq ft 1,929.00 1,929.00 19,290.00 173,089.16 Bank (with drive-through) 246.50 1000 sq ft 4.00 986.00 8,847.38 General office building 15.86 1000 sq ft 211.60 3,355.98 34,155.45 Medical office building 36.14 1000 sq ft 178.43 6,448.46 59,038.87 Hospital 20.00 beds 320.00 6,400.00 62,800.00 Park and Ride @SR79/La Paz 2.60 unknown 209.00 543.40 4,875.93 Commercial (Neighborhood/Community) 900.00 acres 20.00 18,000.00 161,513.99 Casino 10.00 1000 sq ft 1,800.00 18,000.00 161,513.99 EZ lube 40.00 unknown 4.00 160.00 1,435.68 129,730.78 1,228,273.26 11/14/2007 03:37:29 PM Vehicle Fleet Mix Vehicle Type Percent Type Non-Catalyst Catalyst Diesel 0.2 Light Truck < 3750 lbs 9.6 2.1 91.7 6.2 Light Auto 45.8 1.1 98.7 0.0 Med Truck 5751-8500 lbs 12.0 0.8 98.4 0.8 Light Truck 3751-5750 lbs 21.7 0.5 99.5 26.3 Lite-Heavy Truck 10,001-14,000 lbs 0.6 0.0 50.0 50.0 Lite-Heavy Truck 8501-10,000 lbs 1.9 0.0 73.7 87.5 Heavy-Heavy Truck 33,001-60,000 lbs 1.5 0.0 0.0 100.0 Med-Heavy Truck 14,001-33,000 lbs 0.8 0.0 12.5 100.0 Urban Bus 0.0 0.0 0.0 0.0 Other Bus 0.1 0.0 0.0 0.0 School Bus 0.1 0.0 0.0 100.0 Motorcycle 4.4 65.9 34.1 13.3 Travel Conditions Residential Commercial Motor Home 1.5 0.0 86.7 Home-Work Home-Shop Home-Other Commute Non-Work Customer Urban Trip Length (miles) 12.7 7.0 9.5 13.3 7.4 8.9 Rural Trip Length (miles) 17.6 12.1 14.9 15.4 9.6 12.6 Trip speeds (mph) 30.0 30.0 30.0 30.0 30.0 30.0 % of Trips -Residential 32.9 18.0 49.1 11/14/2007 03:37:29 PM % of Trips -Commercial (by land use) Junior high school 20.0 10.0 70.0 High school 10.0 5.0 85.0 Place of worship 3.0 1.5 95.5 Quality resturant 8.0 4.0 88.0 Hotel 5.0 2.5 92.5 Regnl shop. center 2.0 1.0 97.0 Strip mall 2.0 1.0 97.0 Bank (with drive-through) 2.0 1.0 97.0 General office building 35.0 17.5 47.5 Medical office building 7.0 3.5 89.5 Hospital 25.0 12.5 62.5 Park and Ride @SR79/La Paz 2.0 1.0 97.0 Commercial (Neighborhood/Community) 2.0 1.0 97.0 Casino 2.0 1.0 97.0 EZ lube 2.0 1.0 97.0 Santa Margarita Area Annexation Air Quality Impact Analysis A L B E R T A. W EBB A S S O C I A T E S APPENDIX B CALINE4 MODEL OUTPUT AND SUPPORTING INFORMATION Title : Riverside County Avg Winter CYr 2007 Santa Margarita 07-90 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2007/10/15 15:33:57 Scen Year: 2007 --All model years in the range 1965 to 2007 selected Season : Winter Area : Riverside ******************************************************************************** ********* Year: 2007 --Model Years 1965 to 2007 Inclusive --Winter Emfac2007 Emission Factors: V2.3 Nov 1 2006 Riverside County Average Table 1: Running Exhaust Emissions (grams/mile; grams/idle-hour) Pollutant Name: Carbon Monoxide Temperature: 51F Relative Humidity: 50% Speed MPH LDA LDT MDT HDT UBUS MCY ALL 0 0.000 0.000 18.817 62.159 0.000 0.000 7.676 1 7.361 9.266 9.218 24.650 62.677 47.305 10.103 2 7.361 9.266 9.218 24.650 62.677 47.305 10.103 3 7.215 9.073 9.064 24.650 62.677 47.305 9.953 4 6.939 8.710 8.773 24.650 62.677 47.305 9.670 5 6.683 8.373 8.504 24.650 62.677 47.305 9.408 Title : South Coast Air Basin Avg Winter CYr 2010 Santa Margarita 07-90 Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2007/10/15 11:59:54 Scen Year: 2010 --All model years in the range 1966 to 2010 selected Season : Winter Area : Riverside ******************************************************************************** ********* Year: 2010 --Model Years 1966 to 2010 Inclusive --Winter Emfac2007 Emission Factors: V2.3 Nov 1 2006 Riverside County Average Table 1: Running Exhaust Emissions (grams/mile; grams/idle-hour) Pollutant Name: Carbon Monoxide Temperature: 51F Relative Humidity: 50% Speed MPH LDA LDT MDT HDT UBUS MCY ALL 0 0.000 0.000 20.413 58.909 0.000 0.000 7.570 1 4.935 6.867 6.981 19.615 52.061 38.498 7.399 2 4.935 6.867 6.981 19.615 52.061 38.498 7.399 3 4.849 6.738 6.867 19.615 52.061 38.498 7.302 4 4.686 6.493 6.653 19.615 52.061 38.498 7.119 5 4.533 6.265 6.453 19.615 52.061 38.498 6.949 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Birdie Ct-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 162 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 162 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 162 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 153 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 662 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 665 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 665 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 665 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 3 10.1 .0 10.0 L. Link L * 150 -5 650 -5 * AG 0 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 0 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 0 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 9 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 9 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.6 * .0 .0 .2 .0 .2 .1 .0 .0 2. Recpt 2 * 184. * 2.8 * .0 .0 .0 .0 .2 .5 .0 .0 3. Recpt 3 * 356. * 2.8 * .0 .0 .0 .0 .0 .0 .5 .2 4. Recpt 4 * 5. * 2.6 * .0 .2 .0 .0 .0 .0 .1 .2 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Birdie Ct-Exist + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 177 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 177 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 177 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 167 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 705 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 708 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 708 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 708 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 3 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 0 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 0 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 0 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 10 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 10 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.4 * .0 .0 .1 .0 .2 .0 .0 .0 2. Recpt 2 * 184. * 2.6 * .0 .0 .0 .0 .2 .4 .0 .0 3. Recpt 3 * 356. * 2.6 * .0 .0 .0 .0 .0 .0 .4 .2 4. Recpt 4 * 5. * 2.4 * .0 .1 .0 .0 .0 .0 .0 .2 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Birdie Ct-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 514 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 514 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 514 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 504 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 918 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 921 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 921 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 921 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 3 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 0 7.6 .0 10.0 M. Link M M * 650 5 150 5 * AG 0 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 0 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 10 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 10 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.7 * .0 .0 .3 .0 .2 .1 .0 .0 2. Recpt 2 * 185. * 2.8 * .0 .0 .0 .1 .1 .5 .0 .0 3. Recpt 3 * 355. * 2.9 * .1 .0 .0 .0 .0 .0 .5 .1 4. Recpt 4 * 5. * 2.7 * .0 .3 .0 .0 .0 .0 .1 .2 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*-------------------- --------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Bayhill Dr-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 151 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 164 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 164 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 130 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 646 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 646 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 662 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 662 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 0 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 34 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 63 10.1 .0 .0 10.0 L. Link L * 150 -5 650 -5 * AG 63 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 58 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 58 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 58 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 0 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.6 * .0 .0 .2 .0 .2 .1 .0 .0 2. Recpt 2 * 184. * 2.8 * .0 .0 .0 .0 .2 .4 .0 .0 3. Recpt 3 * 356. * 2.8 * .0 .0 .0 .0 .0 .0 .5 .2 4. Recpt 4 * 5. * 2.6 * .0 .2 .0 .0 .0 .0 .1 .2 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Bayhill Dr-Exist + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 165 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 179 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 179 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 143 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 688 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 688 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 705 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 705 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 0 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 36 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 67 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 67 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 62 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 62 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 62 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 0 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.5 * .0 .0 .1 .0 .2 .0 .0 .0 2. Recpt 2 * 184. * 2.6 * .0 .0 .0 .0 .1 .4 .0 .0 3. Recpt 3 * 356. * 2.6 * .0 .0 .0 .0 .0 .0 .4 .2 4. Recpt 4 * 5. * 2.5 * .0 .1 .0 .0 .0 .0 .0 .2 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Bayhill-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 509 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 574 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 574 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 559 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 434 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 434 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 498 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 498 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 0 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 15 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 18 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 18 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 132 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 132 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 132 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 0 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.7 * .0 .0 .3 .0 .1 .0 .0 .0 2. Recpt 2 * 185. * 2.6 * .0 .0 .0 .2 .0 .3 .0 .0 3. Recpt 3 * 355. * 2.6 * .1 .0 .0 .0 .0 .0 .3 .0 4. Recpt 4 * 5. * 2.7 * .0 .3 .0 .0 .0 .0 .0 .1 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Pechanga-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 164 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 164 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 661 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 661 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 0 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 0 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 1497 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 1497 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 1733 10.1 .0 10.0 L. Link L * 150 -5 650 -5 * AG 1733 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 1238 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 1172 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 1499 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 1499 10.1 .0 10.0 Q. Link Q * -150 -5 0 0 * AG 0 10.1 .0 10.0 R. Link R * 0 0 150 5 * AG 66 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 265. * 3.9 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 265. * 3.9 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 275. * 4.1 * .0 .0 .0 .0 .0 .2 .0 .0 4. Recpt 4 * 85. * 4.2 * .0 .0 .0 .0 .0 .2 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*--------------------------------------------- -----1. Recpt 1 * .5 .2 .0 .0 .0 .0 .9 .3 .0 .0 2. Recpt 2 * .4 .2 .0 .0 .0 .0 1.0 .3 .0 .0 3. Recpt 3 * .3 1.0 .0 .0 .0 .0 .2 .4 .0 .0 4. Recpt 4 * .0 .0 1.1 .3 .4 .2 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Pechanga-Existing + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 179 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 179 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 704 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 704 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 1591 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 1591 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 1839 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 1839 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 1315 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 1243 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 1592 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 1592 7.6 .0 10.0 Q. Link Q * -150 -5 0 0 * AG 0 7.6 .0 10.0 R. Link R * 0 0 150 5 * AG 72 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 265. * 3.5 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 265. * 3.5 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 275. * 3.7 * .0 .0 .0 .0 .0 .2 .0 .0 4. Recpt 4 * 85. * 3.7 * .0 .0 .0 .0 .0 .1 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*----------------------------------------------- ---1. Recpt Recpt 1 * .4 .1 .0 .0 .0 .0 .7 .3 .0 .0 2. Recpt 2 * .3 .2 .0 .0 .0 .0 .8 .2 .0 .0 3. Recpt 3 * .2 .8 .0 .0 .0 .0 .2 .3 .0 .0 4. Recpt 4 * .0 .0 .9 .2 .3 .1 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Rainbow Cyn_Pechanga-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 515 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 515 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 917 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 917 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3136 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3136 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 3168 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 3168 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 2357 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 2219 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 2727 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 2727 7.6 .0 10.0 Q. Link Q * -150 -5 0 0 * AG 0 7.6 .0 10.0 R. Link R * 0 0 150 5 * AG 138 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 264. * 4.2 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 264. * 4.2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 275. * 4.6 * .0 .0 .0 .0 .0 .2 .0 .0 4. Recpt 4 * 84. * 4.6 * .0 .0 .1 .0 .0 .2 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*----------------------------------------------- ---1. Recpt 1 * .5 .3 .0 .0 .0 .0 1.2 .2 .0 .0 2. Recpt 2 * .4 .4 .0 .0 .0 .0 1.2 .2 .0 .0 3. Recpt 3 * .3 1.3 .0 .0 .0 .0 .2 .4 .0 .0 4. Recpt 4 * .0 .0 1.4 .2 .3 .3 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Pechanga_Highway 79-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 1600 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 1600 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 1460 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 1460 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 0 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 0 10.1 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 2983 10.1 .0 10.0 J. Link J * -150 -7 0 -7 * AG 2983 10.1 .0 10.0 K. Link K * 0 -7 150 -7 * AG 2072 10.1 .0 .0 10.0 L. Link L * 150 -7 650 -7 * AG 2072 10.1 .0 10.0 M. Link M * 650 7 150 7 * AG 1167 10.1 .0 10.0 N. Link N * 150 7 0 7 * AG 899 10.1 .0 10.0 O. Link O * 0 7 -150 7 * AG 1938 10.1 .0 10.0 P. Link P * -150 7 -650 7 * AG 1938 10.1 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 0 10.1 .0 10.0 R. Link R * 0 0 150 7 * AG 268 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 5.0 * .0 .0 1.0 .3 .4 .2 .0 .0 2. Recpt 2 * 185. * 4.6 * .0 .0 .2 .4 .2 1.0 .0 .0 3. Recpt 3 * 276. * 5.1 * .0 .0 .3 .0 .0 .5 .0 .0 4. Recpt 4 * 84. * 4.6 * .0 .0 .5 .0 .0 .3 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*--------------------------------- -----------------1. Recpt 1 * .0 .5 .0 .0 .0 .0 .6 .0 .0 .0 2. Recpt 2 * .0 .0 .4 .0 .0 .3 .0 .0 .0 .0 3. Recpt 3 * .3 1.3 .0 .0 .0 .0 .1 .5 .0 .0 4. Recpt 4 * .0 .0 1.0 .2 .4 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Pechanga_Highway 79-Existing + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 1700 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 1700 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 1550 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 1550 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 3167 7.6 .0 10.0 J. Link J * -150 -7 0 -7 * AG 3167 7.6 .0 10.0 K. Link K * 0 -7 150 -7 * AG 2199 7.6 .0 10.0 L. Link L * 150 -7 650 -7 * AG 2199 7.6 .0 10.0 M. Link M * 650 7 150 7 * AG 1242 7.6 .0 10.0 N. Link N * 150 7 0 7 * AG 957 7.6 .0 10.0 O. Link O * 0 7 -150 7 * AG 2060 7.6 .0 10.0 P. Link P * -150 7 -650 7 * AG 2060 7.6 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 0 7.6 .0 10.0 R. Link R * 0 0 150 7 * AG 285 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 4.4 * .0 .0 .8 .2 .3 .2 .0 .0 2. Recpt 2 * 185. * 4.0 * .0 .0 .2 .3 .2 .8 .0 .0 3. Recpt 3 * 276. * 4.4 * .0 .0 .3 .0 .0 .4 .0 .0 4. Recpt 4 * 84. * 4.0 * .0 .0 .4 .0 .0 .3 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*--------------------------------------------- -----1. Recpt 1 * .0 .4 .0 .0 .0 .0 .5 .0 .0 .0 2. Recpt 2 * .0 .0 .3 .0 .0 .2 .0 .0 .0 .0 3. Recpt 3 * .2 1.1 .0 .0 .0 .0 .1 .4 .0 .0 4. Recpt 4 * .0 .0 .8 .2 .3 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Pechanga_Highway 79-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 3066 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 3066 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 2685 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 2685 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 5279 7.6 .0 10.0 J. Link J * -150 -7 0 -7 * AG 5279 7.6 .0 10.0 K. Link K * 0 -7 150 -7 * AG 3521 7.6 .0 10.0 L. L. Link L * 150 -7 650 -7 * AG 3521 7.6 .0 10.0 M. Link M * 650 7 150 7 * AG 2585 7.6 .0 10.0 N. Link N * 150 7 0 7 * AG 1967 7.6 .0 10.0 O. Link O * 0 7 -150 7 * AG 3962 7.6 .0 10.0 P. Link P * -150 7 -650 7 * AG 3962 7.6 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 0 7.6 .0 10.0 R. Link R * 0 0 150 7 * AG 618 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 5.8 * .0 .0 1.3 .3 .4 .3 .0 .0 2. Recpt 2 * 185. * 5.1 * .0 .0 .3 .5 .3 1.1 .0 .0 3. Recpt 3 * 276. * 6.1 * .0 .0 .5 .0 .0 .7 .0 .0 4. Recpt 4 * 83. * 5.2 * .0 .0 .8 .0 .0 .4 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*--------------------------------------- -----------1. Recpt 1 * .0 .7 .0 .0 .0 .0 .9 .0 .0 .0 2. Recpt 2 * .0 .0 .4 .0 .0 .4 .0 .0 .0 .1 3. Recpt 3 * .4 1.8 .0 .0 .0 .0 .2 .6 .0 .0 4. Recpt 4 * .0 .0 1.3 .2 .4 .2 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Old Hwy 395_Rainbow Vly W-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 108 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 108 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 108 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 76 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 266 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 652 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 652 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 588 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 478 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 478 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 478 10.1 .0 10.0 L. Link L * 150 -5 650 -5 * AG 50 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 50 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 114 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 188 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 188 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 171. * 2.6 * .0 .0 .1 .0 .0 .2 .0 .0 2. Recpt 2 * 186. * 2.8 * .0 .0 .0 .0 .0 .5 .0 .0 3. Recpt 3 * 356. * 2.9 * .0 .0 .0 .0 .0 .0 .4 .2 4. Recpt 4 * 83. * 2.7 * .0 .0 .0 .0 .0 .2 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .1 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .1 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .2 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .4 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Old Hwy 395_Rainbow Vly W-Exist + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 120 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 120 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 120 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 83 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 285 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 697 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 697 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 626 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 512 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 512 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 512 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 53 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 52 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 123 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 207 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 207 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 171. * 2.5 * .0 .0 .0 .0 .0 .2 .0 .0 2. Recpt 2 * 186. * 2.6 * .0 .0 .0 .0 .0 .4 .0 .0 3. Recpt 3 * 356. * 2.7 * .0 .0 .0 .0 .0 .0 .4 .1 4. Recpt 4 * 83. * 2.5 * .0 .0 .0 .0 .0 .1 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .1 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .3 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: Old Hwy 395_Rainbow Vly W-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 164 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 164 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 164 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 83 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 285 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 748 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 748 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 677 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 563 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 563 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 563 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 53 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 52 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 123 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 251 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 251 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 171. * 2.5 * .0 .0 .1 .0 .0 .2 .0 .0 2. Recpt 2 * 186. * 2.7 * .0 .0 .0 .0 .0 .4 .0 .0 3. Recpt 3 * 356. * 2.8 * .0 .0 .0 .0 .0 .0 .4 .1 4. Recpt 4 * 83. * 2.6 * .0 .0 .0 .0 .0 .1 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * .0 .0 .1 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .4 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: La Paz Road_Highway 79-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 459 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 459 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 58 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 58 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 29 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 29 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 337 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 337 10.1 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 2710 10.1 .0 10.0 J. Link J * -150 -7 0 -7 * AG 2553 10.1 .0 10.0 K. Link K * 0 -7 150 -7 * AG 2917 10.1 10.1 .0 10.0 L. Link L * 150 -7 650 -7 * AG 2917 10.1 .0 10.0 M. Link M * 650 7 150 7 * AG 1881 10.1 .0 10.0 N. Link N * 150 7 0 7 * AG 1866 10.1 .0 10.0 O. Link O * 0 7 -150 7 * AG 1767 10.1 .0 10.0 P. Link P * -150 7 -650 7 * AG 1767 10.1 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 157 10.1 .0 10.0 R. Link R * 0 0 150 7 * AG 15 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 96. * 4.2 * .0 .2 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 264. * 4.1 * .0 .1 .0 .0 .0 .0 .1 .0 3. Recpt 3 * 276. * 4.1 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 84. * 4.2 * .0 .0 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*------------------ --------------------------------1. Recpt 1 * .0 .0 .2 .6 .2 .9 .0 .0 .0 .0 2. Recpt 2 * .6 .2 .0 .0 .0 .0 .9 .2 .0 .0 3. Recpt 3 * .3 1.2 .0 .0 .0 .0 .1 .5 .0 .0 4. Recpt 4 * .0 .0 1.3 .3 .5 .1 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: La Paz Road_Highway 79-Existing + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 487 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 487 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 62 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 62 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 31 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 31 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 357 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 357 7.6 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 2877 7.6 .0 10.0 J. Link J * -150 -7 0 -7 * AG 2711 7.6 .0 10.0 K. Link K * 0 -7 150 -7 * AG 3097 7.6 .0 10.0 L. Link L * 150 -7 650 -7 * AG 3097 7.6 .0 10.0 M. Link M * 650 7 150 7 * AG 2000 7.6 .0 10.0 N. Link N * 150 7 0 7 * AG 1984 7.6 .0 10.0 O. Link O * 0 7 -150 7 * AG 1879 7.6 .0 10.0 P. Link P * -150 7 -650 7 * AG 1879 7.6 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 166 7.6 .0 10.0 R. Link R * 0 0 150 7 * AG 16 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 96. * 3.7 * .0 .1 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 264. * 3.7 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 84. * 3.7 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 84. * 3.8 * .0 .0 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*---------------------------------------------- ----1. 1. Recpt 1 * .0 .0 .1 .5 .2 .7 .0 .0 .0 .0 2. Recpt 2 * .5 .1 .0 .0 .0 .0 .7 .2 .0 .0 3. Recpt 3 * .0 .0 .9 .3 .4 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 1.0 .2 .4 .1 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: La Paz Road_Highway 79-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 715 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 715 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 62 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 62 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 31 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 31 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 509 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 509 7.6 .0 10.0 I. Link I * -650 -7 -150 -7 * AG 5001 7.6 .0 10.0 J. Link J * -150 -7 0 -7 * AG 4735 7.6 .0 10.0 K. Link K * 0 -7 150 -7 * AG 5171 7.6 .0 10.0 10.0 L. Link L * 150 -7 650 -7 * AG 5171 7.6 .0 10.0 M. Link M * 650 7 150 7 * AG 3886 7.6 .0 10.0 N. Link N * 150 7 0 7 * AG 3870 7.6 .0 10.0 O. Link O * 0 7 -150 7 * AG 3891 7.6 .0 10.0 P. Link P * -150 7 -650 7 * AG 3891 7.6 .0 10.0 Q. Link Q * -150 -7 0 0 * AG 266 7.6 .0 10.0 R. Link R * 0 0 150 7 * AG 16 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 17 1.8 2. Recpt 2 * 13 17 1.8 3. Recpt 3 * 13 -17 1.8 4. Recpt 4 * -13 -17 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 96. * 5.0 * .0 .2 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 263. * 4.9 * .0 .1 .0 .0 .0 .0 .1 .0 3. Recpt 3 * 276. * 4.9 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 84. * 5.0 * .0 .0 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P Q R ------------*--------------------------------------------- -----1. Recpt 1 * .0 .0 .2 .8 .3 1.3 .0 .0 .0 .0 2. Recpt 2 * .7 .3 .0 .0 .0 .0 1.4 .2 .0 .0 3. Recpt 3 * .4 1.6 .0 .0 .0 .0 .2 .6 .0 .0 4. Recpt 4 * .0 .0 1.7 .4 .6 .2 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB ramps/Hwy 79-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 1449 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 2000 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 2000 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 1154 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 0 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 0 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 528 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 1374 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 1374 10.1 .0 .0 10.0 L. Link L * 150 -5 650 -5 * AG 1374 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 1249 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 1249 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 1249 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 698 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 95. * 4.4 * .0 .7 .0 .0 .0 .0 .0 .0 2. Recpt 2 * 261. * 3.9 * .0 .4 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 278. * 4.0 * .0 .0 .4 .0 .0 .0 .0 .0 4. Recpt 4 * 85. * 4.4 * .0 .0 .7 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .2 .4 .2 .9 .0 .0 2. Recpt 2 * .0 .5 .0 .0 .0 .0 .9 .0 3. Recpt 3 * .0 1.0 .0 .0 .0 .0 .4 .1 4. Recpt 4 * .0 .0 .9 .2 .4 .2 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB Ramps-Hwy 79-Exist + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 1724 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 1939 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 1939 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 674 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 808 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 2073 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 2073 7.6 .0 10.0 L. L. Link L * 150 -5 650 -5 * AG 2073 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 854 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 854 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 854 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 639 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 173. * 3.6 * .0 .0 1.0 .0 .0 .0 .0 .0 2. Recpt 2 * 261. * 3.3 * .0 .3 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 277. * 3.7 * .0 .0 .3 .0 .0 .0 .0 .0 4. Recpt 4 * 85. * 4.0 * .0 .0 .5 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .3 .0 .0 .0 .0 .2 .0 2. Recpt 2 * .0 .5 .0 .0 .0 .0 .5 .0 3. Recpt 3 * .0 1.0 .0 .0 .0 .0 .2 .2 .1 4. Recpt 4 * .0 .0 .9 .2 .2 .1 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB Ramps-Hwy 79-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 2885 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 3792 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 3792 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 1622 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 1328 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3498 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 3498 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 3498 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 2046 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 2046 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 2046 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 1139 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 172. * 4.9 * .0 .0 1.8 .0 .0 .0 .0 .0 2. Recpt 2 * 261. * 4.4 * .0 .6 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 279. * 4.8 * .0 .0 .6 .0 .0 .0 .0 .0 4. Recpt 4 * 85. * 5.3 * .0 .0 .9 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .5 .0 .0 .0 .0 .5 .0 2. Recpt 2 * .0 .7 .0 .0 .0 .0 1.0 .0 3. Recpt 3 * .0 1.7 .0 .0 .0 .0 .0 .4 .0 4. Recpt 4 * .0 .0 1.5 .3 .4 .2 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 NB ramps/Hwy 79-Existing RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 0 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 0 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 1153 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 1153 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 1424 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 1909 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 1909 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 1909 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 2714 10.1 .0 10.0 L. Link L * 150 -5 650 -5 * AG 2714 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 1844 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 1844 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 1844 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 768 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 95. * 4.7 * .0 .0 .0 .0 .0 .0 .3 .0 2. Recpt 2 * 264. * 4.5 * .0 .0 .0 .0 .0 .0 .5 .0 3. Recpt 3 * 277. * 4.4 * .0 .0 .0 .0 .0 .4 .0 .0 4. Recpt 4 * 85. * 4.8 * .0 .0 .0 .0 .0 .3 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .3 .6 .3 1.1 .0 .0 2. Recpt 2 * .4 .3 .0 .0 .0 .0 1.2 .0 3. Recpt 3 * .1 1.3 .0 .0 .0 .0 .4 .2 4. Recpt 4 * .0 .0 1.5 .3 .5 .3 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 NB Ramps-Hwy 79-Exist + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 0 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 0 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 1153 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 1153 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 1424 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 1424 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 1909 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 1909 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 2714 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 2714 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 1844 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 1844 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 1844 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 768 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 95. * 4.0 * .0 .0 .0 .0 .0 .0 .2 .0 2. Recpt 2 * 264. * 3.9 * .0 .0 .0 .0 .0 .0 .4 .0 3. Recpt 3 * 277. * 3.8 * .0 .0 .0 .0 .0 .3 .0 .0 4. Recpt 4 * 85. * 4.1 * .0 .0 .0 .0 .0 .2 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .2 .4 .2 .9 .0 .0 2. Recpt 2 * .3 .3 .0 .0 .0 .0 .9 .0 3. Recpt 3 * .0 1.0 .0 .0 .0 .0 .3 .3 .1 4. Recpt 4 * .0 .0 1.1 .3 .4 .2 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 NB Ramps-Hwy 79-Cume + Proj RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 0 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 0 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 0 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 0 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 2240 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 2240 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 2629 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 2629 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3451 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 3451 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 5065 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 5065 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 4016 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 4016 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 4016 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 2013 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*---------------- ------------------------1. Recpt 1 * 96. * 5.8 * .0 .0 .0 .0 .0 .0 .4 .0 2. Recpt 2 * 263. * 5.5 * .0 .0 .0 .0 .0 .0 .6 .0 3. Recpt 3 * 84. * 5.6 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 85. * 6.0 * .0 .0 .0 .0 .0 .3 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .6 .7 .3 1.8 .0 .0 2. Recpt 2 * .4 .5 .0 .0 .0 .0 1.9 .0 3. Recpt 3 * .0 .0 2.1 .4 .7 .3 .0 .0 4. Recpt 4 * .0 .0 2.1 .5 .7 .4 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB ramps/Rainbow Valley West-Exist RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 215 10.1 .0 10.0 B. Link B * -5 150 -5 0 * AG 500 10.1 .0 10.0 C. Link C * -5 0 -5 -150 * AG 500 10.1 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 345 10.1 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 10.1 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 10.1 .0 10.0 G. Link G * 5 0 5 150 * AG 0 10.1 .0 10.0 H. Link H * 5 150 5 650 * AG 0 10.1 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 3 10.1 .0 10.0 J. Link J * -150 -5 0 -5 * AG 158 10.1 .0 10.0 K. Link K * 0 -5 150 -5 * AG 158 10.1 .0 10.0 L. Link L * 150 -5 650 -5 * AG 158 10.1 .0 10.0 M. Link M * 650 5 150 5 * AG 289 10.1 .0 10.0 N. Link N * 150 5 0 5 * AG 289 10.1 .0 10.0 O. Link O * 0 5 -150 5 * AG 289 10.1 .0 10.0 P. Link P * -150 5 -650 5 * AG 4 10.1 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.6 * .0 .0 .4 .0 .0 .0 .0 .0 2. Recpt 2 * 261. * 2.5 * .0 .1 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 280. * 2.4 * .0 .0 .1 .0 .0 .0 .0 .0 4. Recpt 4 * 6. * 2.6 * .0 .4 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .3 .0 3. Recpt 3 * .0 .1 .0 .0 .0 .0 .0 .1 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB Ramps-Rainbow Vly Wst-Exist + Pr RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 197 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 274 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 274 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 177 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 35 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 132 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 132 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 132 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 132 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 132 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 132 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 55 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.3 * .0 .0 .2 .0 .0 .0 .0 .0 2. Recpt 2 * 264. * 2.2 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 276. * 2.2 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 4. * 2.3 * .0 .2 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*----------------------------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .1 .0 3. Recpt 3 * .0 .1 .0 .0 .0 .0 .0 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 CALINE4: CALIFORNIA LINE SOURCE DISPERSION MODEL JUNE 1989 VERSION JOB: I-15 SB Ramps-Rainbow Vly Wst Cume + Pro RUN: Hour 1 (WORST CASE ANGLE) POLLUTANT: Carbon Monoxide I. SITE VARIABLES U= 1.0 M/S Z0= 100. CM ALT= 0. (M) BRG= WORST CASE VD= .0 CM/S CLAS= 7 (G) VS= .0 CM/S MIXH= 1000. M AMB= 2.0 PPM SIGTH= 5. DEGREES TEMP= 11.1 DEGREE (C) II. LINK VARIABLES LINK * LINK COORDINATES (M) * EF H W DESCRIPTION * X1 Y1 X2 Y2 * TYPE VPH (G/MI) (M) (M) ----------------*-------------------------*------------------------------A. Link A * -5 650 -5 150 * AG 233 7.6 .0 10.0 B. Link B * -5 150 -5 0 * AG 558 7.6 .0 10.0 C. Link C * -5 0 -5 -150 * AG 558 7.6 .0 10.0 D. Link D * -5 -150 -5 -650 * AG 414 7.6 .0 10.0 E. Link E * 5 -650 5 -150 * AG 0 7.6 .0 10.0 F. Link F * 5 -150 5 0 * AG 0 7.6 .0 10.0 G. Link G * 5 0 5 150 * AG 0 7.6 .0 10.0 H. Link H * 5 150 5 650 * AG 0 7.6 .0 10.0 I. Link I * -650 -5 -150 -5 * AG 48 7.6 .0 10.0 J. Link J * -150 -5 0 -5 * AG 192 7.6 .0 10.0 K. Link K * 0 -5 150 -5 * AG 192 7.6 .0 10.0 L. Link L * 150 -5 650 -5 * AG 192 7.6 .0 10.0 M. Link M * 650 5 150 5 * AG 344 7.6 .0 10.0 N. Link N * 150 5 0 5 * AG 344 7.6 .0 10.0 O. Link O * 0 5 -150 5 * AG 344 7.6 .0 10.0 P. Link P * -150 5 -650 5 * AG 19 7.6 .0 10.0 III. RECEPTOR LOCATIONS * COORDINATES (M) RECEPTOR * X Y Z ------------*---------------------1. Recpt 1 * -13 13 1.8 2. Recpt 2 * 13 13 1.8 3. Recpt 3 * 13 -13 1.8 4. Recpt 4 * -13 -13 1.8 IV. MODEL RESULTS (WORST CASE WIND ANGLE ) * * PRED * CONC/LINK * BRG * CONC * (PPM) RECEPTOR * (DEG) * (PPM) * A B C D E F G H -------------*-------*-------*----------------------------------------1. Recpt 1 * 175. * 2.5 * .0 .0 .3 .0 .0 .0 .0 .0 2. Recpt 2 * 262. * 2.4 * .0 .0 .0 .0 .0 .0 .0 .0 3. Recpt 3 * 280. * 2.4 * .0 .0 .0 .0 .0 .0 .0 .0 4. Recpt 4 * 6. * 2.5 * .0 .3 .0 .0 .0 .0 .0 .0 * CONC/LINK * (PPM) RECEPTOR * I J K L M N O P ------------*-------------------- --------------------1. Recpt 1 * .0 .0 .0 .0 .0 .0 .0 .0 2. Recpt 2 * .0 .0 .0 .0 .0 .0 .2 .0 3. Recpt 3 * .0 .1 .0 .0 .0 .0 .1 .0 4. Recpt 4 * .0 .0 .0 .0 .0 .0 .0 .0 Cumulative Projects Land Use Project No. Units Daily Trips Residential Single Family Residential DU 2 500 4,785.00 6 243 2,326.00 7 128 1,225.00 8 122 1,168.00 12 520 4,739.00 13 1 567.4 5,430.00 14 260 2,507.00 18 96 1,390.00 19 1,800 14,850.00 20 147 1,480.00 22 108 1,100.00 26 106 1,120.00 Total 4,597 42,120.00 Trip Generation Rate 9.16 Residential Condominium/Townhouse DU 18 332 1,390.00 20 156 940.00 25 97 625.00 Total 585 2,955.00 Trip Generation Rate 5.05 Retirement Community DU 1 2 198.92 738.00 Trip Generation Rate 3.71 Congregate Care (Assisted Living) DU 1 2 365.35 738.00 Trip Generation Rate 2.02 Educational Junior High STU 11 408 660.00 Trip Generation Rate 1.62 High School STU 11 456 915.00 Trip Generation Rate 2.01 Place of Worship TSF 21 30.473 682.00 Trip Generation Rate 22.38 Recreational Quality Restaurant TSF 29 6 540.00 Trip Generation Rate 90.00 Hotel Rooms 4 3 60 515.00 29 142 1,160.00 Total 202 1,675.00 Trip Generation Rate 8.29 Large Retail Regional Shopping Center TSF 27 73 5,535.00 Trip Generation Rate 75.82 Santa Margarita Annex Cumulative Project List Retail Stripmall 4-TSF (Mixed Use (Commercial/Retail)) 5 -6,036.00 10 -7,909.00 15 -5,345.00 Trip Generation Rate 10.00 Total 1,929 19,290.00 Commercial Bank with Drive-through TSF 3 4 986.00 Trip Generation Rate 246.50 General Office Building TSF 16 65 958.00 23 11.6 254.00 24 30.6 536.00 28 38.5 640.00 30 65.9 967.00 Total 211.6 3,355.00 Trip Generation Rate 15.86 Medical Office Building TSF 1 2 20.43 738.00 31 158 5,710.00 Total 178.43 6,448.00 Trip Generation Rate 36.14 Hospital Beds 31(Phase 1) 170 3,400.00 31(Phase 2) 150 3,000.00 Total 320 6,400.00 Trip Generation Rate 20.00 Other (Blank) Park and Ride @SR79 /La Paz Parking Spaces 17 209 543.00 Trip Generation Rate 2.60 Commercial (Neighborhood/Community) Acres 12 12 8,400.00 12 8 9,600.00 Total 20 18,000.00 Trip Generation Rate 900.00 Casino TSF 9 -18,000.00 Trip Generation Rate 10.00 Total 1,800 EZ Lube Spaces 3 4 160.00 Trip Generation Rate 40.00 Notes: Land Use designations correspond to available URBEMIS land uses Project No., Units, and Daily trips obtained from Table 4-4 of Traffic Study 1 Project No. 13 includes single-family residential units, an elementary school, and a park. However, no individual units were given in the traffic study except for the total daily trips. DU was calculated by diving the total daily trips by a default trip generation rate of 9.57. 2 According to the City of Temecula, Project No. 1 has 3 land uses; retirement community, congregate care, and medical office building. Therefore, the total daily trips (2,214) were divided by 3 to obtain separate trip numbers for each land use. Since no specific unit numbers were available, the URBEMIS defaults were used to derive approximate unit numbers for each land use based on the number of total daily trips. 3 The number of hotel rooms were not available, so the URBEMIS default trip generation rate was used to estimate the number of hotel rooms. 4 Square footage was not given for Project No.'s 5, 10, and 15; therefore, a trip generation rate of 10 was selected, and the total number trips were divided by this trip generation rate obtain square footage. Santa Margarita Annex Cumulative Project List Appendix C Traffic Impact Study Report SANTA MARGARITA AREA ANNEXATION TRAFFIC STUDY Submitted by: Fehr & Peers 3850 Vine Street Suite 140 Riverside, CA 92507 (951) 274-4800 TABLE OF CONTENTS 1. EXECUTIVE SUMMARY.................................................................................................................................... 4 2. ANALYSIS PARAMETERS ................................................................................................................................ 5 3. EXISTING CONDITIONS .................................. ............................................................................................... 14 4. PROJECT TRANSPORTATION CONDITIONS................................................................ ................................ 19 5. EXISTING PLUS AMBIENT CONDITIONS....................................................................................................... 22 6. EXISTING PLUS AMBIENT PLUS CUMULATIVE CONDITIONS.................................................................... 28 7. BUILDOUT YEAR CONDITIONS............................................................. ........................................................ 39 APPENDICES APPENDIX A-EXISTING TRAFFIC COUNTS APPENDIX B-EXISTING LOS RESULTS APPENDIX C-EXISTING PLUS AMBIENT LOS RESULTS APPENDIX E-EXISTING PLUS AMBIENT PLUS PROJECT LOS RESULTS APPENDIX F-EXISTING PLUS AMBIENT PLUS CUMULATIVE LOS RESULTS APPENDIX G-EXISTING PLUS AMBIENT PLUS CUMULATIVE PLUS PROJECT LOS RESULTS LIST OF FIGURES FIGURE 1 PROJECT STUDY AREA.........................................................................................................................7 FIGURE 2 STUDY INTERSECTIONS WITH LANE CONFIGURATIONS……...….……………………………………8 FIGURE 3 EXISTING TRAFFIC COUNTS (PEAK HOUR) .....................................................................................18 FIGURE 4 PROJECT TRIP DISTRIBUTION...........................................................................................................20 FIGURE 5 PROJECT TRIP ASSIGNMENT.............................. ..............................................................................21 FIGURE 6 EXISTING PLUS AMBIENT PEAK HOUR VOLUMES...................................................................... ....23 FIGURE 7 EXISTING PLUS AMBIENT PLUS PROJECT PEAK HOUR VOLUMES..............................................24 FIGURE 8 EXISTING PLUS AMBIENT PLUS CUMULATIVE PEAK HOUR VOLUMES ......................................33 FIGURE 9 EXISTING PLUS AMBIENT PLUS EXISTING PLUS CUMULATIVE PLUS PROJECT PEAK HOUR VOLUMES .................................................................. .....................................................................................34 LIST OF TABLES TABLE 1 SIGNALIZED INTERSECTION LOS CRITERIA ........................................................................................9 TABLE 2 UNSIGNALIZED INTERSECTION LOS CRITERIA.................................................................................10 TABLE 3 ROADWAY SEGMENT LOS CRITERIA, CITY OF TEMECULA................................................. ............10 TABLE 4 ROADWAY SEGMENT LOS CRITERIA, RIVERSIDE COUNTY ............................................................11 TABLE 5 SAN DIEGO COUNTY SIGNIFICANCE THRESHOLDS ........................................................................13 TABLE 6 INTERSECTION LEVEL OF SERVICE – EXISTING CONDITIONS.......................................................16 TABLE 7 ROADWAY SEGMENT LEVEL OF SERVICE – EXISTING CONDITIONS ............................................17 TABLE 8 TRIP GENERATION ESTIMATES ....................................................... ...................................................19 TABLE 9 INTERSECTION LEVEL OF SERVICE – EXISTING PLUS AMBIENT (2015) CONDITIONS................22 TABLE 10 ROADWAY SEGMENT LEVEL OF SERVICE – EXISTING PLUS AMBIENT (2015) CONDITIONS ...25 TABLE 11 CUMULATIVE PROJECTS (APPROVED AND PENDING) ……………………….………………………30 TABLE 12 INTERSECTION LEVEL OF SERVICE – CUMULATIVE CONDITIONS...............................................32 TABLE 13 ROADWAY SEGMENT LEVEL OF SERVICE – CUMULATIVE CONDITIONS....................................35 TABLE 14 ROADWAY SEGMENT LEVEL OF SERVICE – BUILDOUT YEAR (2030) CONDITIONS...................39 4 Santa Margarita Annexation Traffic Study September 2008 1. EXECUTIVE SUMMARY EXISTING CONDITIONS All of the study intersections except the intersection of I-15 Southbound Ramps/Rainbow Valley Blvd. were determined to operate at an acceptable LOS. We identified six roadway segments which we estimate may operate at a deficient level of service based on the application of daily roadway capacity standards. PROJECT DESCRIPTION The City of Temecula is proposing to annex 4,997 acres of primarily undisturbed open space in unincorporated Riverside County. The project site is located on the southwest border of the City. The majority of the area proposed for annexation would be designated “Open Space” and would remain undeveloped. The remaining 718 acres would be designated “Hillside Residential,” limited to one dwelling unit per ten acres. This would permit a maximum of 81 new dwelling units to be built. Interstate 15, Highway 79, Pechanga Parkway, and Rainbow Canyon Road provide service to the project area. PROJECT INTERSECTION IMPACTS We determined that the following intersection would be impacted by the addition of project traffic: • I-15 Southbound Ramps/Rainbow Valley Blvd. A possible mitigation measure would be to convert this intersection from one-way stop controlled to all-way stop controlled. This could only be done, however, with the approval of Caltrans, and may be difficult to implement. As a result, we determined that this impact is Significant and Unavoidable. CUMULATIVE IMPACTS We determined that the following intersection would be impacted by the addition of project traffic: • I-15 Southbound Ramps/Rainbow Valley Blvd. A possible mitigation measure would be to convert this intersection from one-way stop controlled to all-way stop controlled. This could only be done, however, with the approval of San Diego County and Caltrans, and may be difficult to implement. As a result, we determined that this impact is Significant and Unavoidable. We also determined that the following roadway segments would be impacted by the addition of project traffic in the cumulative scenario: • I-15 • Rainbow Canyon Road These two impacts are considered Significant and Unavoidable as there are not currently plans to widen the I-15 to relieve traffic congestion, nor is there a funding program in place to improve Rainbow Canyon Road, to which the City could contribute. 5 Santa Margarita Annexation Traffic Study September 2008 2. ANALYSIS PARAMETERS This chapter outlines the geographic scope of the transportation including the study intersections and roadways along with the analysis methodologies and significance criteria employed in this study. PROJECT STUDY AREA The project site is located in an unincorporated part of Riverside County, southwest of the Temecula city line, and just north of the San Diego county line. The project site consists of approximately 4,997 acres of publicly and privately owned primarily undeveloped land. Much of the project site is undisturbed natural open space within the Santa Margarita Ecological Reserve (SMER). The boundaries of the project site are the Riverside County line to the south, Interstate 15 to the east, and unincorporated county land to the north and west. The project study area encompasses roadways within the City of Temecula, and incorporated parts of Riverside and northern San Diego counties. The project study area extents are Highway 79 North/Winchester Avenue to the north, Ynez Street to the east, the western boundary of the project site to the west, and Highway 76 /Pala Road to the south, shown in Figure 1. PROJECT STUDY INTERSECTIONS AND ROADWAYS We analyzed 10 intersections in this study, shown in Figure 2. These intersections include: • I-15 Southbound Ramps /Highway 79 • I-15 Northbound Ramps /Highway 79 • La Paz Road /Highway 79 • Pechanga Parkway /Highway 79 • Rainbow Canyon Road /Pechanga Parkway • Rainbow Canyon Road /Birdie Court • Rainbow Canyon Road /Bayhill Drive • Old Highway 395 /Rainbow Valley West Boulevard • I-15 Northbound Ramps /Rainbow Valley West Boulevard • I-15 Southbound Ramps /Rainbow Valley West Boulevard Twelve roadway segments were analyzed in this study. These segments include: • I-15, from Highway 76 /Pala Road to Stewart Canyon Road (underpass) • I-15, from Stewart Canyon Road (underpass) to Mission Road • I-15, from Mission Road to Rainbow Glen Road (overpass) 6 Santa Margarita Annexation Traffic Study September 2008 • I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard • I-15, from Rainbow Valley Boulevard to County Line • I-15, from County Line to Highway 79 South • I-15, from Highway 79 South to Rancho California Road • I-15, from Rancho California Road to Highway 79 North • Highway 79, from Pechanga Parkway to La Paz Road • Highway 79, from La Paz Road to I-15 Ramps • Pechanga Parkway, from Rainbow Canyon Road to Highway 79 • Rainbow Canyon Road, from Rainbow Valley West Boulevard to Pechanga Parkway ANALYSIS SCENARIOS Our analysis considers both near-term and cumulative traffic impacts. The Existing plus Ambient analysis reflects the existing conditions, as recorded in recent traffic counts, with the addition of an ambient growth factor of two percent per year. The Existing plus Ambient scenario analyzes the opening year of the project, slated for 2015. The cumulative scenario includes traffic from approved and proposed development projects within the study area, as well as ambient growth in traffic volumes on study area roadways. Five scenarios are therefore considered: • Existing • Existing Plus Ambient • Existing Plus Ambient Plus Project • Existing Plus Ambient Plus Cumulative • Existing Plus Ambient Plus Cumulative Plus Project Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow ValleyWest Blvd Rainbow ValleyBlvd Winchester Rd 15 7679 RRiivveerrssiiddee CCoouunnttyy City of Temecula SSaann DDiieeggoo CCoouunnttyy Santa Margarita Area Annexation Project Study Area FIGURE 1 Study Area Annexation Area Development Area RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard 2 3 4 5 6 7 8 9 10 Santa Margarita Area Annexation Study Intersections with Existing Lane Configurations FIGURE 2 Study Intersections Traffic Signal Stop Sign Number of Through Lanes Divided Road Undivided Road OL OL XDU 6D6D6D6D 2U2U 4D4D 9 Santa Margarita Annexation Traffic Study September 2008 ANALYSIS METHODOLOGIES Signalized Intersections Signalized intersection operations are evaluated using methodologies provided in the 2000 Highway Capacity Manual (HCM) (Transportation Research Board). These methodologies assess average control delays and then assign a corresponding letter grade that represents the overall condition of the intersection. These grades range from level of service (LOS) A (minimal delay) to LOS F (excessive congestion). Descriptions of the LOS letter grades for signalized intersections are provided in Table 1. Levels of service are calculated using Traffix 7.9 software, which implements 2000 HCM methodologies. Delay and the resulting LOS is based on total intersection operations. Individual movements through the intersection will have varying levels of delay due to unique conditions affecting each movement. Unsignalized Intersections Unsignalized intersection levels of service are also analyzed using Traffix software, which implements the 2000 HCM methodologies. Please note that delay is calculated for movements that operate under traffic control. Therefore, the delay value at side-street stop-controlled intersections reflects only the delay accruing for vehicles that are stopping at the stop sign. The LOS ranges for unsignalized intersections are shown in Table 2. TABLE 1 SIGNALIZED INTERSECTION LOS CRITERIA Level of Service Description Average Control Delay Per Vehicle (Seconds) A Operations with very low delay occurring with favorable progression and/or short cycle length. < 10.0 B Operations with low delay occurring with good progression and/or short cycle lengths. > 10.0 to 20.0 C Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. > 20.0 to 35.0 D Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. > 35.0 to to 55.0 E Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. > 55.0 to 80.0 F Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths. > 80.0 Source: Highway Capacity Manual (Transportation Research Board, 2000). 10 Santa Margarita Annexation Traffic Study September 2008 TABLE 2 UNSIGNALIZED INTERSECTION LOS CRITERIA Level of Service Description Average Control Delay Per Vehicle (Seconds)1 A Little or no delays < 10.0 B Short traffic delays > 10.0 to 15.0 C Average traffic delays > 15.0 to 25.0 D Long traffic delays > 25.0 to 35.0 E Very long traffic delays > 35.0 to 50.0 F Extreme traffic delays with intersection capacity exceeded > 50.0 Source: Highway Capacity Manual (Transportation Research Board, 2000). Roadway Segment Capacities Table 3 documents the roadway segment capacities for City of Temecula Roadways. TABLE 3 ROADWAY SEGMENT LOS CRITERIA, CITY OF TEMECULA Roadway Type Number of Lanes Maximum Daily Traffic Volume Urban Arterial 8-10 72,000 Principal Arterial 6 54,000 Major Arterial 4 36,000 Secondary Arterial 4 29,000 Modified Secondary Arterial 4 20,000 Limited Secondary Arterial 2 16,000 Collector 2 14,000 Rural Highway 2 10,000 Source: City of Temecula General Plan 11 Santa Margarita Annexation Traffic Study September 2008 Table 4 documents the roadway segment capacities for Riverside County roadways. TABLE 4 ROADWAY SEGMENT LOS CRITERIA, RIVERSIDE COUNTY Roadway Type Number of Lanes Maximum Daily Traffic Volume Freeway 10 200,600 Freeway 8 160,500 Urban Arterial 8 71,800 Urban Arterial 6 53,900 Urban Arterial 4 35,900 Major Road 4 34,100 Secondary Road 4 25,900 Collector Road 2 13,000 Source: Riverside County General Plan -Figure C-3 SIGNIFICANCE CRITERIA City of Temecula The City of Temecula has not formally adopted significance criteria or thresholds related to transportation impacts. However, the General Plan does establish an LOS threshold for roadways and intersections which can be used to establish these thresholds. Therefore, a significant impact is determined on a roadway segment or intersection with the addition of project traffic if: • For intersections and roadway segments, an LOS D or better that degrades to LOS E or worse as a result of project traffic is considered a significant direct impact. • Where LOS is already at E or worse, a significant direct impact is identified if project traffic further reduces the LOS. • For features already operating at LOS F, a significant direct impact is identified where project traffic increases intersection delay by 2 seconds or more or the V/C ratio by more than 2 percent (0.02.) • A cumulative impact is identified as cumulatively considerable if the LOS is already at E or F and project traffic increases intersection delay by more than 2 seconds or the V/C ratio of a roadway segment by more than 2 percent (0.02.) Within the study area, the following intersections fall within the jurisdiction of the City of Temecula and were evaluated using City of Temecula thresholds: • I-15 Southbound Ramps/Highway 79 • I-15 Northbound Ramps/Highway 79 • La Paz Road/Highway 79 • Pechanga Parkway/Highway 79 12 Santa Margarita Annexation Traffic Study September 2008 • Rainbow Canyon Road/Pechanga Parkway • Rainbow Canyon Road/Birdie Court • Rainbow Canyon Road/Bayhill Drive The following roadway segments fall within the jurisdiction of the City of Temecula and were evaluated using City of Temecula significance criteria: • Highway 79, Pechanga Parkway to La Paz Road • Highway 79, La Paz Road to I-15 Ramps • Pechanga Parkway, Rainbow Canyon Road to Highway 79 Riverside County The following significance criteria were employed to determine if the project causes significant traffic impacts, based on the results of the traffic study. These criteria reflect input from the Riverside County General Plan as well as the application of standard traffic engineering guidelines. 1. The following types of traffic impacts are considered “significant” under CEQA: a. When existing traffic conditions exceed the General Plan target LOS. b. When project traffic, when added to existing traffic, will deteriorate the LOS to below the target LOS, and impacts cannot be mitigated through project conditions of approval. c. When cumulative traffic exceeds the target LOS, and impacts cannot be mitigated through the TUMF network, or other funding mechanism, project conditions of approval, or other implementation mechanisms. a. A project or project-related mitigation disrupts existing transit services or facilities. This includes disruptions caused by proposed-project driveways on transit streets and impacts to transit stops/shelters; and impacts to transit operations from traffic improvements proposed or resulting from a project. b. A project interferes with planned transit services or facilities. c. A project conflicts or creates inconsistencies with adopted transit system plans, guidelines, policies, or standards. d. A project creates demand for public transit services above the capacity which is provided, or planned. Within the study area, the following roadway segments were evaluated using significance thresholds from Riverside County: • I-15, from County Line to Highway 79 South • I-15, Highway 79 South to Rancho California Road • Rainbow Canyon Road San Diego County Significance thresholds for San Diego County are provided in the following documents: • County of San Diego Guidelines for Determining Significance – Transportation and Traffic (2007) 13 Santa Margarita Annexation Traffic Study September 2008 • County of San Diego Report Format and Content Requirements – Transportation and Traffic (2007) Table 5 below indicates the San Diego County significance thresholds. TABLE 5 SAN DIEGO COUNTY SIGNIFICANCE THRESHOLDS Signalized Intersection – Non-Caltrans Locations Seconds of delay >2.0 at LOS E >1.0 at LOS F Unsignalized Intersection Increase in peak hour trips > 20 peak hour trips on a critical movement at LOS E > 5 peak hour trips on a critical movement at LOS F Roadway Segments ADT 100 ADT per lane at LOS E 50 ADT per lane at LOS F Freeway Segments v/c ratio >0.01 at LOS E or F Source: County of San Diego Guidelines for Determining Significance – Transportation and Traffic (2007) and County of San Diego Report Format and Content Requirements – Transportation and Traffic (2007) The following intersections were evaluated using San Diego County significance thresholds: • I-15 Northbound Ramps/Rainbow Valley West Boulevard • I-15 Southbound Ramps/Rainbow Valley West Boulevard The following roadway segments were evaluated using San Diego County significance thresholds: • I-15, from Highway 76 to Stewart Canyon Road (underpass) • I-15, from Stewart Canyon Road (underpass) to Mission Road • I-15, from Mission Road to Rainbow Glen Road (overpass) • I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard • I-15, from Rainbow Valley Boulevard to County Line 14 Santa Margarita Annexation Traffic Study September 2008 3. EXISTING CONDITIONS This chapter discusses the existing transportation conditions in the project study area. This discussion addresses the roadway network, the bus and rail transit network, the existing bicycle and pedestrian facilities, and current intersection operations. EXISTING ROADWAY FACILITIES The four main roadways within the study area include: Interstate 15, State Route 79, Pechanga Parkway, and Rainbow Canyon Road. Interstate 15 is a major north-south interstate freeway that provides connections to other regional freeways in Riverside County, San Diego County, and San Bernardino County, before entering the state of Nevada. Interstate 15 is classified as a Freeway ranging from 8 to 12 lanes in width. It is located to the east of the project. State Route 79 provides access to eastern Riverside and San Diego Counties. State Route 79 is classified within the City of Temecula General Plan as an Urban Arterial with eight lanes from its intersection with Interstate 15 east to Pechanga Parkway, and as a Principal Arterial with six lanes east of Pechanga Parkway through the city of Temecula. State Route 79 North is also known as Winchester Avenue, and State Route 79 South is now called Temecula Parkway within the city limits. Pechanga Parkway is a northwest-southeast roadway located east of the project. The City of Temecula General Plan classifies Pechanga Parkway as a Principal Arterial with six lanes from State Route 79 south to Wolf Valley Road, and as a Major Arterial with four lanes south of Wolf Valley Road. Within the study area, this roadway currently has four lanes. Rainbow Canyon Road is a north-south roadway. . The portion of Rainbow Canyon Road which is located within the City of Temecula is classified in the City of Temecula General Plan as a Secondary Arterial with four lanes. Within the City of Temecula, this roadway currently has two lanes. The portion of the Rainbow Canyon Road which is located within the boundaries of Riverside County (outside of the City of Temecula) is classified as a two-lane collector. EXISTING BUS TRANSIT FACILITIES The Riverside County Transit Agency (RTA) provides bus service for the city of Temecula. Route 79 provides bus service between Temecula and Hemet, along Highway 79 and Highway 74. Route 79 operates during the weekdays at approximately one-and-a-half hour headways. Route 202 provides bus service from Murrieta to Oceanside, with a stop at the Promenade Mall in Temecula. Service is provided seven days a week. On weekdays, Route 202 operates at thirty minute to two-and-a-half hour headways. On weekends, Route 202 operates at two to three hour headways. Route 206 provides bus service from the Promenade Mall in Temecula to the North Main Corona Metrolink station, with stops in Murrietta and Lake Elsinore. Service is provided on weekdays from 4:00 am to 7:30 am and from 4:30 pm to 8:30 pm, at 30 to 45 minute headways. On Saturdays, Route 206 provides service between the Promenade Mall and the Tyler Galleria in Riverside. Service is provided in approximately 45 minute headways from 6:30 am to 6:30 pm. 15 Santa Margarita Annexation Traffic Study September 2008 Route 208 provides bus service from the Promenade Mall in Temecula to the Metrolink station in Riverside, with stops in Menifee, Sun City, Perris, and Moreno Valley. Service is provided on weekdays from 3:30 am to 8:30 am, and from 2:45 pm to 8:30 pm, at 30 to 45 minute headways. The RTA currently does not provide bus service to the project area. There is currently no commuter rail stops in the city of Temecula. Metrolink provides commuter rail service between the Inland Empire and Orange County and Los Angeles. The closest stop to Temecula is the North Main Corona station. BICYCLE/PEDESTRIAN NETWORK The City of Temecula General Plan Circulation Element accommodates non-motorized modes of transportation through the provision of wide city streets and shoulders along the designated street and highway system. The City of Temecula contains bicycle, pedestrian, and equestrian trails that traverse urban, rural, and natural areas. These trails accommodate hikers, bicyclists, equestrian users, and others as an integral part of the city’s circulation system. These multi-use trials serve both as a means of connecting communities and activity centers throughout the city and as an effective alternative mode of transportation. In addition to the multi-use trails, many of Temecula’s roadways are designed to support bikeways of various types. Near the project site, there are both multi-use trails and Class 2 bicycle lanes, which are bicycle lanes along the curb of a street. There is a Class 2 bicycle lane along Rancho California Road, and a multi-use trail along Via Rio Temecula, both northeast of the project site. TRAFFIC DATA COLLECTION Existing average daily traffic (ADT) volumes were obtained from City of Temecula counts available on the City’s website. These counts were taken in 2007 and are provided in Figure 3. The existing ADT volumes for I-15 freeway mainline segments were obtained from Caltrans counts available on the Caltrans website. The existing AM and PM peak hour counts were collected in September 2007. Traffic count sheets are found in Appendix A of this report. EXISTING INTERSECTION OPERATIONS All intersections operate at LOS D or better during the peak hours, except for the I-15 Southbound Ramps at Rainbow Valley W. Boulevard, which operates at LOS E during the AM Peak Hour. LOS D is considered acceptable for the study area. LOS output sheets are found in Appendix B of this report. 16 Santa Margarita Annexation Traffic Study September 2008 TABLE 6 INTERSECTION LEVEL OF SERVICE – EXISTING CONDITIONS AM Peak Hour PM Peak Hour Intersection Control Delay1 LOS Delay1 LOS 1. I-15 Southbound Ramps/Highway 79 Signal 48.1 D 29.3 C 2. I-15 Northbound Ramps/Highway 79 Signal 11.8 D 46.9 D 3. La Paz Road/Highway 79 Signal 19.7 B 31.2 C 4. Pechanga Parkway/Highway 79 Signal 20.6 C 37.4 D 5. Rainbow Canyon Road/Pechanga parkway Signal 13.6 B 21.2 C 6. Rainbow Canyon Road/Birdie Court OWSC 13.2 B 15.6 C 7. Rainbow Canyon Road/Bayhill Drive OWSC 13.0 B 14.7 B 8. Old Highway 395/Rainbow Valley W. Blvd. AWSC 11.7 B 16.4 C 9. I-15 Northbound Ramps/Rainbow Valley W. Blvd. OWSC 10.2 B 11.5 B 10. I-15 Southbound Ramps/Rainbow Valley W. Blvd. OWSC 35.0 E 11.1 B Notes: 1 For signalized and all-way stop controlled intersections, average intersection delay is reported in seconds per vehicle. LOS = level of service. Source: Albert A. Webb Associates, 2008. 17 Santa Margarita Annexation Traffic Study September 2008 The Existing Roadway Segment LOS is shown in Table 7. As shown below, three Interstate 15 roadway segments, the two Highway 79 roadway segments, and the Pechanga Parkway roadway segment do not currently meet the City of Temecula’s LOS D targets. TABLE 7 ROADWAY SEGMENT LEVEL OF SERVICE -EXISTING CONDITIONS Roadway Segment Roadway Classification Lanes ADT V/C LOS I-15 Highway 76 to Stewart Cyn Rd. (underpass) Freeway 8 133,200 0.83 D Stewart Cyn Rd. (underpass) to Mission Rd. Freeway 8 142,300 0.89 D Mission Rd. to Rainbow Glen Rd. (overpass) Freeway 8 151,200 0.94 E Rainbow Glen Rd. (overpass) to Rainbow Valley Blvd. Freeway 8 141,100 0.88 D Rainbow Valley Blvd. to County Line Freeway 8 140,600 0.88 D County Line to Highway 79 South Freeway 8 140,600 0.88 D Highway 79 S to Rancho California Rd. Freeway 8 161,500 1.01 F Rancho California Rd. to Highway 79 N Freeway 8 173,500 1.08 F Highway 79 Pechanga Parkway to La Paz Rd. Urban Arterial 6 65,700 1.22 F La Paz Road to I-15 Ramps Urban Arterial 6 79,900 1.48 F Pechanga Parkway Rainbow Canyon Rd. to Highway 79 Urban Arterial 4 43,300 1.20 F Rainbow Canyon Road Rainbow Valley W. Blvd. to Pechanga Parkway Collector 2 7,600 0.58 A Notes: ADT = Average Daily Traffic, V/C = Volume to Capacity Ratio Source: Albert A. Webb Associates, 2007 RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (177)227 (0) 32 (1448) 1190 (506) 184 (254) 344 (506) 471 (375) 778 (199) 374 (1) 0 (953) 374 2 (148) 83 (0) 43 (0) 62 (1275) 1562 (569) 1020 (10) 20 (11) 5 (14) 17 3 4 5 6 7 8 9 10 (66) 214 (12) 8 (381) 152 (157) 83 (2522) 1588 (31) 7 (175) 140 (1691) 2390 (15) 16 (1039) 1067 (421) 166 (0) (1651) 921 (1332) 843 (268) 174 (0) 62 (327) 124 (324) 88 (0) 0 (1399) 1000 (98) 163 (1172) 1134 (66) 239 (0) 0 (662) 185 (9) 6 (153) 388 (3) 7 (0) 2 (617) 126 (29) 3 (117) 366 (34) 14 (45) 63 (13) 61 (2) 31 (194) 43 (2) 1 (80) 278 (27) 131 (1) 2 (13) 9 (105) 156 (43) 97 (6) 2 (38) 45 (60) 3 (2) 1 (5) 7 (363) 61 (13) 9 (105) 156 (120) 70 (96) 261 (0) 3 (61) 57 (105) 155 (4) 3 (0) 0 (3) 1 (92) 288 ## (##) Santa Margarita Area Annexation Existing Peak Hour Volumes FIGURE 3 Study Intersections AM Volumes PM Volumes Annexation Area Development Area 19 Santa Margarita Annexation Traffic Study September 2008 4. PROJECT TRANSPORTATION CONDITIONS PROJECT DESCRIPTION The City of Temecula is proposing to annex 4,997 acres of primarily undisturbed open space in unincorporated Riverside County. The project site is located on the southwest border of the City. The majority of the area proposed for annexation would be designated “Open Space” and would remain undeveloped. The remaining 718 acres would be designated “Hillside Residential,” limited to one dwelling unit per ten acres. This would permit a maximum of 81 new dwelling units to be built. Interstate 15, Highway 79, Pechanga Parkway, and Rainbow Canyon Road provide service to the project area. PROJECT TRIP GENERATION Trip generation represents the amount of traffic traveling to and from the proposed project. Trip generation rates were based upon the standardized Institute of Transportation Engineers (ITE) trip generation for single family detached dwelling units. An estimate of peak hour and daily trips is is provided in Table 8. TABLE 8 TRIP GENERATION ESTIMATES Trip Rates Trips AM Peak PM Peak Land Use ITE Code Size AM PM Daily In Out Total In Out Total Daily Single Family Detached 210 81 DU 0.75 1.01 9.57 15 45 60 52 30 82 775 Notes: DU = Dwelling Unit Source: ITE Trip Generation Manual, 7th Edition (2003), Fehr and Peers, 2008 Project Trip Generation Calculations The project trip generation estimates are provided in Table 8. As shown in the table, the project is anticipated to generate 60 AM Peak Hour trips, 82 PM Peak Hour trips, and 775 daily trips. TRIP DISTRIBUTION Trip distribution represents the directional orientation of traffic to and from the project site. The trip distribution for this project was influenced by the geographical location of the site, type of land use in the study area, such as shopping centers and recreational sites, and proximity to the regional freeway system. The directional traffic for the proposed project was determined based upon the existing roadway system, existing traffic patterns, and proximity of local urban centers. The directional distributions of the proposed project are shown in Figure 4. TRIP ASSIGNMENT Project trips were assigned using the distribution shown in Figure 5. Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow ValleyWest Blvd Rainbow Valley Blvd Winchester Rd 15 76 RRiivveerrssiiddee CCoouunnttyy City of Temecula SSaann DDiieeggoo CCoouunnttyy 79 Santa Margarita Area Annexation Project Trip Distribution FIGURE 4 Distribution Lines Study Area Annexation Area Development Area 5%30% 40% 45% 5% 10% 5% 10% RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (1)0 (0) 0 (0) 0 (1) 0 (2) 0 (2) 2 (5) 2 (3) 5 (0) 0 (1) 1 2 (0) 0 (2) 1 (0) 0 (1) 1 (6) 2 (0) 0 (0) 0 (0) 0 3 4 5 6 7 8 9 10 (0) 0 (0) 0 (0) 0 (0) 0 (5) 5 (0) 7 (0) 0 (6) 3 (0) 16 (2) 2 (1) 1 (0) 0 (2) 4 (3) 2 (4) 1 (1) 0 (2) 3 (1) 1 (0) 0 (1) 1 (3) 1 (1) 0 (2) 0 (0) 0 (3) 4 (0) 0 (5) 1 (0) 0 (0) 0 (3) 4 (0) 0 (5) 1 (0) 0(0) 0 (0) 0 (3) 1 (0) 0 (0) 0 (5) 1 (0) 0 (0) 0 (3) 4 ((0) 0 (2) 2 (0) 0 (0) 0 (0) 0 (23) 7 (0) 0 (0) 0 (12) 18 (4) 6 (0) 0 (7) 2 (21) 6 (0) 0 (0) 0 (17) 25 (14) 20 (31) 9 (0) 0 ## (##) Santa Margarita Area Annexation Project Trips FIGURE 5 Study Intersections AM Volumes PM Volumes Annexation Area Development Area 22 Santa Margarita Annexation Traffic Study September 2008 5. EXISTING PLUS AMBIENT CONDITIONS This section documents the project impacts under the Existing Plus Ambient Scenario. This scenario reflects conditions in 2015, the likely year of completion for the project. TRAFFIC VOLUMES We estimated the traffic volumes for 2015 by first applying an ambient growth rate of 2% per year from recent counts. These No Project volumes are shown in Figure 6. We then added the project trips to these no project volumes, as shown in Figure 7. INTERSECTION OPERATIONS Table 9 provides the delay and LOS at the time of project completion. As shown in this table, several of the study intersections would operate at LOS E or F prior to and after the addition of project traffic. LOS output sheets are found in Appendices C and D of this report. TABLE 9 INTERSECTION LEVEL OF SERVICE – EXISTING PLUS AMBIENT (2015) CONDITIONS Existing Plus Ambient Existing Plus Ambient Plus Project AM Peak PM Peak AM Peak PM Peak Intersection Control Delay1 LOS Delay1 LOS Delay1 LOS ΔDelay Delay1 LOS ΔDelay I-15 Southbound Ramps /Highway 79 Signal >80 F 49.3 D >80 F 0.2 58.0 D 8.7 I-15 Northbound Ramps/Highway 79 Signal 17.8 B 93.1 F 18.1 B 0.3 93.5 F 0.4 La Paz Road /Highway 79 Signal 32.8 C 65.4 E 32.9 C 0.1 65.8 F 0.4 Pechanga Parkway /Highway 79 Signal 27.4 C 66.2 E 27.5 C 0.1 66.7 E 0.5 Rainbow Canyon Road /Pechanga Parkway Signal 16.4 B 28.4 C 16.6 B 0.2 28.7 C 0.3 Rainbow Canyon Road /Birdie Court OWSC 14.4 B 17.7 C 14.5 B 0.1 17.9 C 0.2 Rainbow Canyon Road /Bayhill Drive OWSC 14.7 B 16.9 C 14.8 B 0.1 17.0 C 0.1 Old Highway 395 /Rainbow Valley W Blvd AWSC 14.6 B 25.7 D 14.8 B N/A 26.9 D N/A I-15 Northbound Ramps /Rainbow Valley W Blvd OWSC 10.6 B 12.6 B 11.3 B N/A 13.5 B N/A I-15 Southbound Ramps /Rainbow Valley W Blvd OWSC >50 F 11.7 B >50 F >5 trips 15.9 C N/A Notes: 1 For signalized and all-way stop controlled intersections, average intersection delay is reported in seconds per vehicle. For one-way stop controlled intersections, critical turn turn movement delay is reported in seconds per vehicle. LOS = level of service. Source: Fehr & Peers, 2008. RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (205)263 (0) 37 (1680)1380 (587) 213 (295) 399 (492) 546 (435) 902 (231) 139 (1) 0 (1105)434 2 (172) 96 (2043)1389 (0) 0 (1479)1812 (660) 1183 (12) 23 (6) 13 (16) 20 3 4 5 6 7 8 9 10 (77) 248 (14) 9 (442) 176 (182) 96 (2926) 1842 (36) 8 (203) 162 (1962)2772 (17) 19 (1205) 1238 (488) 193 (0) (1915) 1068 (1545) 978 (1043) 1532 (0) 62 (379) 144 (387) 102 (0) 0 (1623) 1160 (114) 189 (1360) 1315 (77) 277 (0) 0 (768) 215 (10) 7 (177) 450 (3) 8 (0) 2 (716) 146 (34) 3 (136) 425 (39) 16 (52) 73 (15) 71 (81) 36 (225) 50 (2) 1 (93) 322 (31) 152 (1) 2 (450) 71 (55) 50 (50) 113 (7) 2 (44) 52 (7) 3 (2) 1 (6) 8 (421) 71 (15) 10 (122) 181 (139) 81 (111) 303 (0) 3 (71) 66 (122) 180 (5) 3 (0) 0 (3) 1 (107) 334 ## (##) Santa Margarita Area Annexation Existing Plus Ambient (2015) FIGURE 6 Study Intersections AM Volumes PM Volumes Annexation Area Development Area RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (205)263 (0) 37 (1681)1380 (588) 213 (297) 399 (494) 548 (440) 904 (232) 140 (1) 0 (1108) 439 2 (182) 96 (2045)1390 (1480)1813 (666) 1185 (12) 23 (6) 13 (16) 20 3 4 5 6 7 8 9 10 (77) 248 (14) 9 (442) 176 (182) 96 (2926) 1847 (36) 8 (203) 162 (1962) 2775 (17) 19 (1207) 1240 (489) 194 (0) (1917) 1072 (1548) 980 (1047) 1533 (312) 202 (381) 147 (388) 103 (0) 0 (1624) 1161 (117) 190 (1361) 1315 (79) 277 (0) 0 (771) 219 (10) 8 (182) 451 (3) 8 (0) 2 (719) 150 (34) 3 (141) 426 (39) 16 (52) 73 (15) 71 (84) 37 (225) 50 (2) 1 (98) 323 (31) 152 (1) 2 (453) 75 (55) 50 (50) 115 (7) 2 (44) 52 (7) 3 (25) 8 (6) 8 (421) 71 (27) 28 (126) 187 (139) 81 (118) 305 (21) 9 (71) 66 (122) 180 (22) 28 (14) 20 (34) 10 (107) 334 ## (##) Santa Margarita Area Annexation Existing Plus Ambient (2015) Plus Project Peak Hour Volumes FIGURE 7 Study Intersections AM Volumes PM Volumes Annexation Area Development Area 25 Santa Margarita Annexation Traffic Study September 2008 ROADWAY SEGMENT OPERATIONS Table 10 provides the roadway segment LOS for the Existing Plus Ambient and Existing Plus Ambient Plus Project conditions. As shown in the table, many of the roadway segments are currently operating at deficient levels of service. TABLE 10 ROADWAY SEGMENT LEVEL OF SERVICE – EXISTING PLUS AMBIENT (2015) CONDITIONS Existing Plus Ambient Existing Plus Ambient Plus Project Roadway Segment Roadway Classification Lanes ADT V/C LOS ADT V/C LOS ΔV/C I-15 Highway 76 to Stewart Cyn. Road Freeway 8 154,500 0.96 E 154,900 0.97 E 0.01 Stewart Cyn. Rd. (underpass) to Mission Rd. Freeway 8 165,100 1.03 F 165,500 1.03 F 0.00 Mission Rd. to Rainbow Glen Rd. (overpass) Freeway 8 175,400 1.09 F 175,770 1.10 F 0.01 Rainbow Glen Rd. (overpass) to Rainbow Valley Blvd. Freeway 8 163,700 1.02 F 164,100 1.02 F 0.00 Rainbow Valley Blvd. to County Line Freeway 8 163,100 1.02 F 163,500 1.02 F 0.00 County Line to Highway 79 South Freeway 8 163,100 1.02 F 163,500 1.02 F 0.00 Highway 79 South to Rancho California Rd. Freeway 8 187,300 1.17 F 187,500 1.17 F 0.00 Rancho California Rd. to Highway 79 North Freeway 8 201,300 1.25 F 201,600 1.26 F 0.01 Highway 79 Pechanga Parkway to La Paz Road Urban Arterial 6 76,200 1.41 F 76,300 1.41 F 0.00 La Pa Road to I-15 Ramps Urban Arterial 6 92,700 1.72 F 92,800 1.72 F 0.00 Pechanga Parkway Rainbow Canyon Rd. to Highway 79 Urban Arterial 4 50,200 1.40 F 50,300 1.40 F 0.00 Rainbow Canyon Road Rainbow Valley W. Blvd. to Pechanga Parkway Collector 2 8,800 0.68 B 8,900 0.68 B 0.00 Source: Fehr & Peers, 2008 26 Santa Margarita Annexation Traffic Study September 2008 INTERSECTION IMPACTS With the addition of project trips, one of the study intersections would be impacted, based on the previously defined significance criteria. This is the intersection at I-15 Southbound Ramps/Rainbow Valley Blvd. City of Temecula-Intersection Impacts Seven of the ten study intersections are located within the City of Temecula. As such, these seven locations are evaluated using City of Temecula thresholds and significance criteria. As indicated previously, a significant traffic impact in the City of Temecula occurs if any of the following conditions are met: • For intersections, an LOS D or better that degrades to LOS E or worse as a result of project traffic is considered a significant direct impact. • Where LOS is already at E or worse, a significant direct impact is identified if project traffic further reduces the LOS. • For features already operating at LOS F, a significant direct impact is identified where project traffic increases intersection delay by 2 seconds. As shown in Tables 3.7-13 and 3.7-14, the additional project traffic does not create any significant traffic impacts according to these specific thresholds at the seven intersections located in the City of Temecula. There are no LOS D locations where the addition of project trips causes the LOS to degrade to worse than LOS D. There are also no LOS E intersections where the project trips cause the LOS to degrade to LOS F. Finally, there are no LOS F locations where the addition of project traffic increases the delay by more than 2 seconds. Riverside County-Intersection Impacts None of the study intersections are located in Riverside County. Therefore, none of the intersections are evaluated using Riverside County LOS standards and thresholds. San Diego County-Intersection Impacts There are three intersections which are located in San Diego County. All of these intersections operate as unsignalized intersections. Therefore, a significant impact occurs if the project adds more than 20 peak hour trips on a critical movement at LOS E or more than 5 peak hour trips on a critical movement at LOS F. Tables 3.7-13 and 3.7-14 also document the intersection operations of these facilities. As shown in this table, only the I-15 Southbound Ramps/Rainbow Valley W Blvd intersection operates at LOS E or LOS F. A significant impact occurs at this location since the project adds more than 5 vehicles to the critical movement at this location. Impact #A1: The intersection of I-15 Southbound Ramps/Rainbow Valley Blvd. currently has a sidestreet stop control. The intersection will be operating at a deficient LOS of F. With the addition of project traffic, the delay at critical turn movement would operate increase by 18.7 seconds during the AM peak hour. As such, a significant impact occurs. Mitigation #A1: This impact can be mitigated by installing stop signs on all approaches at this intersection. Although this mitigation measure is technically (physically) feasible, implementation will require approval of other agencies including Caltrans and San Diego County. Because the intersection is within the jurisdiction of San Diego County and because no improvement can be made without the approval of Caltrans, the City cannot ensure that the improvements will mitigate the impact of the project on this intersection. Therefore, 27 Santa Margarita Annexation Traffic Study September 2008 although the City will undertake all reasonable steps to coordinate with San Diego County and Caltrans to install the improvements, the project’s impacts on this intersection are significant and unavoidable. Significance after Mitigation: Significant and unavoidable. ROADWAY SEGMENT IMPACTS City of Temecula-Roadway Segment Impacts Three of the study area roadway segments are located in the City of Temecula including two sections of SR-79 and Pechanga Parkway. A significant impact occurs at a roadway segment in the City of Temecula under one or more of the following conditions: • An LOS D condition or better that degrades to LOS E or worse as a result of project traffic is considered a significant direct impact. • Where LOS is already at E or worse, a significant direct impact is identified if project traffic further reduces the LOS. • For facilities already operating at LOS F, a significant direct impact is identified where project traffic increases increases the V/C ratio by more than 2 percent (0.02.) All of the City of Temecula facilities are anticipated to operate at LOS F including both Highway 79 and Pechanga Parkway. The increase in V/C ratio is less than 0.02 at all locations. Therefore, the impact at these locations is less than significant. Riverside County-Roadway Segment Impacts Four of the roadway segments are evaluated using Riverside County significance criteria. These roadway segments include three sections of I-15 and Rainbow Canyon Road. According to Riverside County, a significant impact occurs on a roadway segment under one or more of the following conditions: • When project traffic, when added to existing traffic will deteriorate the LOS to below the target LOS, and impacts cannot be mitigated through project conditions of approval. As noted in Table 3.7-15, the addition of project traffic both to I-15 and Rainbow Canyon Road does not cause any of these roadway segments to deteriorate to below the target LOS as there is no change in roadway LOS with the addition of project traffic. Therefore, the project impact as these locations is less than significant. San Diego County-Roadway Segment Impacts Five roadway segments along I-15 are located within San Diego County and evaluated using County of San Diego Significance Criteria. According to these criteria, a significant impact along a freeway segment in San Diego occurs if the addition of project traffic causes the V/C ratio to increase by more than 0.01 at LOS E or F. As noted in Table 3.7-15, the increase in V/C ratio is equal to or less than 0.01 at all segments. Therefore, the project impact at these San Diego County locations is less than significant. 28 Santa Margarita Annexation Traffic Study September 2008 6. CUMULATIVE CONDITIONS This chapter documents traffic conditions in the Cumulative Scenario, which includes the addition of numerous approved and pending projects proximate to the project site. TRAFFIC VOLUMES Traffic volumes for the cumulative scenario were generated using the trip generation forecasts for approved and pending projects within the City of Temecula, shown in Table 11. A 2% ambient growth rate was added to account for growth from the present day to the project opening year (2015). The No Project scenario is shown in Figure 8 and the With Project scenario is shown in Figure 9. TABLE 11 PENDING AND APPROVED PROJECTS Project/Location Type of Development Description AM Peak Hour PM Peak Hour Daily 1. Summerhouse -SW corner of Margarita Rd. and De Portola Rd. Mixed-Use The Temecula Senior Care Facility includes a retirement community, congregate care and a medical office. 128 205 2,214 2. Temecula Creek Inn – W of I-15 Residential Temecula Creek Inn is a 500 single-family home Subdivision adjacent to the Temecula Creek golf course. 375 505 4,785 3. Tentative Map 30180 (not built) -SE corner of SR 79 and Pechanga Parkway Mixed-Use Tentative Tract Map 30180 includes commercial/retail uses located within the Creekside Plaza development. EZ Lube 12 21 160 Bank 49 183 986 4. Temecula Creek – W of I-15 Commercial Temecula Creek includes a hotel and convention center. 29 46 515 5. Vail Ranch Towne Center -SE corner of SR 78 and Redhawk Pkwy Commercial The Vail Ranch Towne Center includes office and retail uses. 432 488 6,036 6. Tentative Tract Map 29473 Residential Tentative Tract Map No. 29473 includes single family detached residential units. 182 245 2,326 7. Tentative Tract Map 29031 Residential Tentative Tract Map No. 29031 includes single family detached residential units. 96 129 1,225 8. Tentative Tract Map 30052 Residential Tentative Tract Map No. 30052 – includes singlefamily detached residential units. 92 123 1,168 29 Santa Margarita Annexation Traffic Study September 2008 TABLE 11 PENDING AND APPROVED PROJECTS Project/Location Type of Development Description AM Peak Hour PM Peak Hour Daily 9. Pechanga Casino Expansion – SW of SR 79/Pechanga Pkwy intersection Commercial Pechanga Casino Expansion includes an expansion of the existing casino. 452 477 10,234 10. Margarita Canyon Mixed-use Margarita Canyon includes commercial/retail uses. 184 733 7,909 11. Rancho Community Church Institutional Rancho Community Church includes a variety of land uses other than the church including a private kindergarten– 8th grade school, a private high school, a preschool as well as 15 acres of general retail/office (retail) uses. Middle School 94 61 660 High School 222 64 915 12. Wolf Creek Mixed-use Wolf Creek proposes singlefamily detached residential units and commercial development. Single Family Residential 373 473 4,739 Community Commercial 336 840 8,400 Neighborhood Commercial 384 960 9,600 13. Morgan Hill Mixed-use Morgan Hill includes singlefamily detached residential units, an Elementary school, and a park. 621 564 5,430 14. Tentative Tract Map 24188 Residential Tentative Tract Map 24188 includes 291 apartments. 196 265 2,507 15. Apis Plaza Commercial Apis Plaza includes commercial/retail, as well as a fast food restaurant, and a high turnover sit-down restaurant. 230 462 5,345 16. Paloma Del Sol Office Bldg. Professional Paloma Del Sol Office Building -includes 75,000 square feet of office space. 134 147 958 17. Park & Ride at SR 79/La Paz Rd. Public A 209 space Park & Ride facility is planned at the northeast corner of the SR 79 /La Paz intersection. 272 272 543 18. Temecula Lane 1 Residential Temecula Lane I is a residential development with 96 single-family dwelling units and 332 multi-family dwelling units. 184 733 7,909 30 Santa Margarita Annexation Traffic Study September 2008 TABLE 11 PENDING AND APPROVED PROJECTS Project/Location Type of Development Description AM Peak Hour PM Peak Hour Daily 19. Roripaugh Ranch SPA Mixed-use The Roripaugh Ranch SPA is partly constructed. 1,800 single-family dwelling units remain to be constructed in this project. 1,269 1,445 14,850 20. De Portola Meadows – E of Redhawk Pkwy Residential De Portola Meadows is a residential development with 147 single-family dwelling units and 156 multi-family dwelling units. Single Family Residential 112 150 1,480 Multi-Family Residential 74 86 940 21. St. Thomas of Canterbury – SE of SR 79 and Avenida de Missione Institutional St. Thomas of Canterbury is a church/preschool. This project includes a 30,473 square-foot building. 111 116 682 22. Hemmingway at Redhawk -SE of project site on Redhawk Pkwy Residential Hemmingway at Redhawk is a residential development with 108 single-family dwelling units. 85 115 1,100 23. Temecula Professional Bldg. (PA06-0329) -NE corner of Margarita Pkwy and De Portola Rd. Professional 33 92 254 24. Gateway Plaza -SE corner of SR 79 and Avenida De Missione Commercial Gateway Plaza is a twostoried, 30,573 square-foot office development. 73 113 536 25. Redhawk Condos -SE of project site, off Redhawk Pkwy Residential Redhawk Condos is a residential development with 97 multi-family dwelling units located at the Peach Tree Street /Deer Hollow Way intersection. 50 59 625 26. Stratford at Redhawk – Off of Redhawk Parkway Residential Stratford at Redhawk is a residential development with 106 single family dwelling units. 84 115 1,120 27. Butterfield Station -SW corner of SR 79 and Butterfield Stage Rd. Butterfield Station is a 7,300 square-foot retail development located off of SR 79 between Mahlon Vail and Butterfield Stage Road. 130 510 5,535 28. De Portola Professional Office -SW corner of Margarita Rd and De Portola Rd. De Portola Professional Offices is a 38,501 squarefoot office development. 87 120 640 29. Heritage Hotel -NW corner of SR 79 and La Paz St. Commercial Heritage Hotel is a 142-room hotel development with a 5,500 square-foot restaurant. 31 Santa Margarita Annexation Traffic Study September 2008 TABLE 11 PENDING AND APPROVED PROJECTS Project/Location Type of Development Description AM Peak Hour PM Peak Hour Daily Hotel 79 84 1,160 Restaurant 5 45 540 30. Halcon de Rojo -NE corner of SR 79 and Jedediah Smith Rd. Professional Halcon de Rojo is a 65,880 square-foot office development. 134 153 967 31. Temecula Regional Hospital Facility -N side of SR 79, S of De Portola Rd. Institutional 566,160-square-foot Hospital Facility with 320-bed hospital, two medical office buildings, a special cancer treatment facility, and a fitness rehabilitation center Temecula Hospital Phase I Hospital 272 340 3,400 Medical Office 202 289 2,890 Temecula Hospital Phase II Hospital 240 300 3,000 Medical Office 152 217 2,170 Cancer Rehab Center 25 36 360 Rehab and Physical Therapy 20 29 290 TOTAL 8,314 12,410 127,103 Source: City of Temecula INTERSECTION OPERATIONS As shown in Table 12, a number of the project study intersections would operate at a deficient LOS prior to and after the addition of project trips. The LOS results for the Cumulative scenario are provided in Appendices E and F. 32 Santa Margarita Annexation Traffic Study September 2008 TABLE 12 INTERSECTION LEVEL OF SERVICE – CUMULATIVE CONDITIONS Cumulative No Project Cumulative Plus Project AM Peak PM Peak AM Peak PM Peak Intersection Control Delay1 LOS Delay1 LOS Delay1 LOS ΔDelay Delay1 LOS ΔDelay I-15 Southbound Ramps/Highway 79 Signal >80 F >80 F >80 F * >80 F * I-15 Northbound Ramps/Highway 79 Signal >80 F >80 F >80 F * >80 F * La Paz Road/Highway 79 Signal >80 F >80 F >80 F * >80 F * Pechanga Parkway/Highway 79 Signal >80 F >80 F >80 F * >80 F * Rainbow Canyon Road/Pechanga Parkway Signal >80 F >80 F >80 F * >80 F * Rainbow Canyon Road/Birdie Court OWSC 22.3 C 32.9 D 22.4 C 0.1 33.2 D 0.3 Rainbow Canyon Road/Bayhill Drive OWSC 32.3 D 27.0 D 32.8 D 0.5 27.2 D 0.2 Old Highway 395/Rainbow Valley W. Blvd. AWSC 17.1 C 39.0 E 17.4 C 0.3 N/A E <20 trips I-15 Northbound Ramps/Rainbow Valley W. Blvd. OWSC 10.8 B 13.5 B 11.4 B 0.6 N/A B N/A I-15 Southbound Ramps/Rainbow Valley W. Blvd. OWSC >50 F 13.2 B >50 F >5 trips 17.8 C N/A Notes: 1 For signalized and all-way stop controlled intersections, average intersection delay is reported in seconds per vehicle. LOS = level of service. Source: Fehr & Peers, 2008. RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy Rancho California Rd Pala Rd Stewart Canyon Rd Mission Rd Pechenga Pkwy Old Highway 395 Rainbow Valley West Blvd Rainbow Valley Blvd LaPaz St Winchester Rd 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (328) 302 (0) 37 (2718)2036 (974) 386 (428) 424 (870) 731 (1250) 1530 (354) 178 (1) 0 (1996) 979 2 (305) 121 (3335) 2293 (2464)2555 (1730)1958 (12) 23 (6) 13 (16) 20 3 4 5 6 7 8 9 10 (255) 321 (14) 9 (492) 197 (282) 246 (4950) 3100 (36) 8 (255) 185 (3795) 4191 (17) 19 (2096) 1791 (731) 441 (0) 0 (2993) 1879 (2578) 1462 (2053) 2459 (644) 335 (538) 383 (441) 156 (0) 0 (2719) 1697 (384) 269 (2366) 1877 (144) 301 (0) 0 (981) 508 (10) 7 (514) 554 (3) 8 (0) 2 (929) 439 (34) 3 (473) 529 (39) 16 (52) 73 (15) 71 (81) 36 (225) 50 (2) 1 (137) 351 (31) 152 (1) 2 (501) 101 (55) 50 (50) 113 (7) 2 (44) 52 (7) 3 (2) 1 (6) 8 (472) 101 (15) 10 (122) 181 (139) 332 (155) 81 (0) 3 (71) 66 (122) 180 (5) 3 (0) 0 (3) 1 (151) 363 ## (##) Santa Margarita Area Annexation Existing Plus Ambient (2015) Plus Cumulative Peak Hour Volumes FIGURE 8 Study Intersections AM Volumes PM Volumes Annexation Area Development Area RRiivveerrssiiddee CCoouunnttyy SSaann DDiieeggoo CCoouunnttyy dR ainrofilaC ohcnaR dR alaP trawetS dR noynaC dR noissiM ywkP agnehceP 593 yawhgiH dlO Rwobnia yellaV dvlB tseW yellaV wobniaR dvlB tS zaPaL dR retsehcniW 15 76 City of Temecula 79 1 2 1 I-15 Southbound Ramps/Highway 79 I-15 Northbound Ramps/Highway 79 3 ILaPaz Road/4 Highway 79 Pechenga Parkway/Highway 79 5 Rainbow Canyon Road/6 Pechanga Parkway Rainbow Canyon Road/Birdie Court 7 8 # Rainbow Canyon Road/Pechenga Parkway Old Highway 395/Rainbow Valley West Boulevard 9 I-15 Northbound Ramps/10 Rainbow Valley West Boulevard I-15 Southbound Ramps/Rainbow Valley West Boulevard (328) 302 (0) 37 (2719) 2136 (975) 386 (430) 425 (871) 734 (1255) 1532 (355) 180(1) 0 (1999) 984 2 (305) 121 (3337) 2293 (2465)2556 (1735)1960 (12) 23(6) 13(16) 20 3 4 5 6 7 8 9 10 (255) 321 (14) 9 (492) 197 (282) 246 (4955) 3105 (36) 8 (255) 185 (3802) 4194 (17) 19 (2099) 1793(732) 442 (0) 0 (2996) 1883 (2581) 1463 (2057) 2460 (645) 336 (540) 386(442) 157 (0) 0 (2719) 1698 (387) 270 (2337) 1877 (145) 302 (0) 0 (984) 512 (10) 7 (519) 556 (3) 8 (0) 2 (932) 443(34) 3 (478) 531 (39) 16 (52) 73 (15) 71 (84) 37(225) 50(2) 1 (142) 352 (31) 152 (1) 2 (504) 105 (55) 50 (52) 115 (7) 2 (44) 52 (7) 3 (25) 8(6) 8(472) 101 (27) 28 (126) 187 (139) 81 (162) 334 (21 ) 9(71) 66 (122) 180 (22) 28 (14) 20 (34) 10 (151) 363 ## (##) Santa Margarita Area Annexation Existing Plus Ambient (2015) Plus Cumulative Plus Project Peak Hour Volumes FIGURE 9 Study Intersections AM Volumes PM Volumes Annexation Area Development Area 35 Santa Margarita Annexation Traffic Study September 2008 ROADWAY SEGMENT OPERATIONS All roadway segments in the study area would operate at an unacceptable level of service both with and without the project traffic, as shown in Table 13 below. TABLE 13 ROADWAY SEGMENT LEVEL OF SERVICE – CUMULATIVE CONDITIONS Existing Plus Ambient Plus Cumulative Existing Plus Ambient Plus Cumulative Plus Project Roadway Segment Roadway Classification Lanes ADT V/C LOS ADT V/C LOS ΔV/C I-15 Highway 76 to Stewart Cyn. Road Freeway 8 176,900 1.10 F 177,300 1.10 F 0.00 Stewart Cyn. Rd. (underpass) to Mission Rd. Freeway 8 189,000 1.18 F 189,400 1.18 F 0.00 Mission Rd. to Rainbow Glen Rd. (overpass) Freeway 8 199,240 1.24 F 199,610 1.24 F 0.00 Rainbow Glen Rd. (overpass) to Rainbow Valley Blvd. Freeway 8 186,100 1.16 F 186,500 1.16 F 0.00 Rainbow Valley Blvd. to County Line Freeway 8 184,000 1.15 F 184,400 1.15 F 0.00 County Line to Highway 79 South Freeway 8 184,000 1.15 F 184,400 1.15 F 0.00 Highway 79 South to Rancho California Rd. Freeway 8 212,500 1.32 F 212,700 1.33 F 0.01 Rancho California Rd. to Highway 79 North Freeway 8 226,600 1.41 F 226,900 1.41 F 0.00 Highway 79 Pechanga Parkway to La Paz Road Urban Arterial 6 120,200 2.23 F 120,300 2.23 F 0.00 La Pa Road to I-15 Ramps Urban Arterial 6 137,700 2.55 F 137,800 2.56 F 0.01 Pechanga Parkway Rainbow Canyon Rd. to Highway 79 Urban Arterial 4 79,100 2.20 F 79,200 2.21 F 0.01 Rainbow Canyon Road Rainbow Valley W. Blvd. to Pechanga Parkway Collector 2 14,500 1.12 F 14,500 1.12 F 0.00 Source: Fehr & Peers, 2008 36 Santa Margarita Annexation Traffic Study September 2008 CUMULATIVE INTERSECTION IMPACTS Impacts to intersections in the Cumulative Scenario were analyzed according to the significance criteria in the City of Temecula, and Riverside and San Diego counties. City of Temecula-Intersection Impacts Seven of the ten study intersections are located within the City of Temecula and are evaluated using City of Temecula thresholds and significance criteria. A cumulatively considerable traffic impact in the City of Temecula occurs if the following condition is met: • A cumulative impact is identified as cumulatively considerable if the LOS is already at E or F and project traffic increases intersection delay by more than 2 seconds. As shown in Table 12, there are five intersections which operate at LOS E of F. However, the increase in delay at these locations is less than 2 seconds; therefore, the Cumulative Impact at these locations is less than significant. Riverside County-Intersection Impacts None of the study intersections are located in Riverside County. San Diego County-Intersection Impacts There are three intersections which are located in San Diego County. All of these intersections operate as unsignalized intersections. Therefore, a significant impact occurs if the project adds more than 20 peak hour trips on a critical movement at LOS E or more than 5 peak hour trips on a critical movement at LOS F. As shown in Table 3.7-16, there are two intersections which are projected to operate at LOS E or F. At the Old Highway 395/Rainbow Valley West Blvd intersection, the project adds less than 20 trips to a critical movement at this intersection and the impact is therefore less than significant. However, the intersection of I-15 Southbound Ramps/Rainbow Valley West Blvd is projected to operate at LOS F and the project adds more than 5 trips to a critical movement at this intersection. Therefore, a significant impact at this intersection occurs under the Cumulative Scenario. Impact #A2: The intersection of I-15 Southbound Ramps/Rainbow Valley Blvd. currently has a sidestreet stop control. The intersection will be operating at a deficient LOS of F. With the addition of project traffic, the delay at critical turn movement would operate increase by 17.8 seconds during the AM peak hour. As such, a significant impact occurs. Mitigation #A2: This impact can be mitigated by installing stop signs on all approaches at this intersection. Although this mitigation measure is technically (physically) feasible, implementation will require approval of other agencies including Caltrans and San Diego County. Because the intersection is within the jurisdiction of San Diego County and because no improvement can be made without the approval of Caltrans, the City cannot ensure that the improvements will mitigate the impact of the project on this intersection. Therefore, although the City will undertake all reasonable steps to coordinate with San Diego County and Caltrans to install the improvements, the project’s impacts on this intersection are significant and unavoidable. Significance after Mitigation: Significant and unavoidable. 37 Santa Margarita Annexation Traffic Study September 2008 CUMULATIVE ROADWAY SEGMENT IMPACTS City of Temecula-Roadway Segment Impacts Three of the study area roadway segments are located in the City of Temecula including two sections of SR-79 and Pechanga Parkway. A cumulative roadway segment impact occurs if the roadway LOS operates at LOS E or F without project traffic and the project traffic causes an increase in the V/C ratio of 0.02 or more. All of the City of Temecula facilities are anticipated to operate at LOS F including both Highway 79 and Pechanga Parkway but the increase in V/C ratio on these segments is less than 0.02. Therefore, the impact at these locations is less than significant. Riverside County-Roadway Segment Impacts Four of the roadway segments are evaluated using Riverside County significance criteria. These roadway segments include three sections of I-15 and Rainbow Canyon Road. According to Riverside County, a significant impact occurs in the cumulative scenario on a roadway segment if the following condition is met: • When cumulative traffic exceeds the target LOS, and impacts cannot be mitigated through the TUMF network (or other funding mechanism), project conditions of approval, or other implementation mechanisms. As shown in Table 3.7-17, all of the Riverside County roadway segments are projected to operate at LOS F, which exceeds the target LOS. For the segments of I-15, it is projected that these segments would operate substantially above the anticipated capacity with V/C ratios ranging from 1.15 to 1.41. According to available information, I-15 is not planned to be widened at this time. As this roadway segment exceeds the target LOS and no mitigation is available, a significant impact would occur on the segments of I-15 located in Riverside County. Additionally, Rainbow Canyon Road is projected to also operate at LOS F. While the Riverside County General Plan anticipates that this roadway could be widened to four lanes, it is unknown at this time whether this roadway widening would be completed in a timely fashion. Additionally, this roadway is not included in the regional TUMF, which further indicates that this widening is unlikely to occur within the timeframe of the Cumulative Scenario. Based on these indications, it can be concluded that there would be significant impacts at these locations. Impact #A3: The project contributes traffic to several segments of I-15 within Riverside County which are projected to exceed the target LOS. All of these roadway segments are projected to operate at LOS F with V/C ratios ranging from 1.15 to 1.41. Mitigation #A3: Based on our review of available documents, no plans currently exist to widen I-15, which would be required to improve operations. Therefore, it would not be feasible to mitigate the project impacts on the segments of I-15. Additionally, if there were feasible mitigation measures, they would require the concurrence of both Caltrans and Riverside County to be implemented. As such, the City of Temecula would not be able to guarantee the implementation of any mitigation measures, even if any mitigation measures were feasible. Given the above considerations, we can conclude that the necessary mitigation measures are not feasible and are outside the jurisdiction of the City of Temecula, the impact would remain significant and unavoidable. Significance after Mitigation: Significant and Unavoidable 38 Santa Margarita Annexation Traffic Study September 2008 Impact #A4: The project contributes traffic to Rainbow Canyon Road which is projected to exceed the target LOS. This roadway segment is projected to operate at a V/C ratio of 1.12 which is indicative of LOS F operations. Mitigation #A4: The Riverside County General Plan anticipates that Rainbow Canyon Road would be widened from two to four lanes at some point in the future with the Buildout of the Riverside County General Plan land uses. With this widening the roadway would operate at an acceptable LOS. As this widening is anticipated to occur by the Riverside County General Plan, it can be considered to be a feasible mitigation measure. There are several barriers to the timely implementation of this mitigation measure; however. First, this improvement is not funded by the regional traffic fee program (TUMF) and there does not appear to be available funding for this improvement based on our review of available documents. While the project could make make a contribution to the widening of this improvement, there is no guarantee that the contribution would ensure the timely implementation of the widening. Second, this improvement would be implemented by Riverside County instead of the City of Temecula. As such, the City of Temecula would not be able to guarantee that this mitigation measure is implemented in a timely fashion. Given the above considerations, we can conclude that this widening is feasible but outside the jurisdiction of the City of Temecula and the impact would remain significant and unavoidable. Significance After Mitigation: Significant and unavoidable. San Diego County-Roadway Segment Impacts Five roadway segments along I-15 are located within San Diego County and evaluated using County of San Diego Significance Criteria. According to these criteria, a significant impact along a freeway segment in San Diego occurs if the addition of project traffic causes the V/C ratio to increase by more than 0.01 at LOS E or F. As noted in Table 3.7-17, the increase in V/C ratio is equal to or less than 0.01 at all segments. Therefore, the project impact at these San Diego County locations is less than significant. 39 Santa Margarita Annexation Traffic Study September 2008 7. BUILDOUT YEAR CONDITIONS The Buildout Year Scenario reflects traffic conditions with the buildout of the City of Temecula General Plan, which is assumed to be 2030. The City of Temecula General Plan evaluated conditions within the study area with the buildout of the General Plan Land Uses. As shown in Table 14, all of the roadway segments would operate at LOS F prior to the addition of project trips. TABLE 14 ROADWAY SEGMENT LEVEL OF SERVICE – BUILDOUT YEAR (2030) CONDITIONS Existing Plus Ambient Plus Cumulative Existing Plus Ambient Plus Cumulative Plus Project Roadway Segment Roadway Classification Lanes V/C LOS V/C LOS ΔV/C I-15 Highway 76 to Stewart Cyn. Road Freeway 8 1.46 F 1.46 F 0.00 Stewart Cyn. Rd. (underpass) to Mission Rd. Freeway 8 1.46 F 1.46 F 0.00 Mission Rd. to Rainbow Glen Rd. (overpass) Freeway 8 1.46 F 1.46 F 0.00 Rainbow Glen Rd. (overpass) to Rainbow Valley Blvd. Freeway 8 1.46 F 1.46 F 0.00 Rainbow Valley Blvd. to County Line Freeway 8 1.46 F 1.46 F 0.00 County Line to Highway 79 South Freeway 8 1.34 F 1.34 F 0.00 Highway 79 South to Rancho California Rd. Freeway 8 1.36 F 1.36 F 0.00 Rancho California Rd. to Highway 79 North Freeway 8 1.54 F 1.54 F 0.00 Highway 79 Pechanga Parkway to La Paz Road Urban Arterial 8 1.25 F 1.25 F 0.00 La Pa Road to I-15 Ramps Urban Arterial 8 1.31 F 1.31 F 0.00 Pechanga Parkway Rainbow Canyon Rd. to Highway 79 Urban Arterial 6 1.14 F 1.14 F 0.00 Rainbow Canyon Road Rainbow Valley W. Blvd. to Pechanga Parkway Collector 2 1.03 F 1.03 F 0.00 Source: Fehr & Peers, 2008 40 Santa Margarita Annexation Traffic Study September 2008 ROADWAY SEGMENT IMPACTS City of Temecula-Roadway Segment Impacts Three of the study area roadway segments are located in the City of Temecula including two sections of SR-79 and Pechanga Parkway. An impact would occur during the Genera Plan Buildout Scenario if the roaday operates at LOS E or F without project traffic and the project traffic causes an increase in the V/C ratio of 0.02 or more. All of the City of Temecula facilities are anticipated to operate at LOS F including both Highway 79 and Pechanga Parkway but the increase in V/C ratio on these segments is less than 0.02, as shown in Table 3.7-18. Therefore, the impact at these locations is less than significant. Riverside County-Roadway Segment Impacts Four of the roadway segments are evaluated using Riverside County significance criteria including three sections of I-15 and Rainbow Canyon Road. According to Riverside County, a significant impact occurs during this Buildout Scenario if the following condition is met: • When cumulative traffic exceeds the target LOS, and impacts cannot be mitigated through the TUMF network (or other funding mechanism), project conditions of approval, or other implementation mechanisms. As shown in Table 3.7-18, all of the Riverside County roadway segments are projected to operate at LOS F, which exceeds the target LOS. For the segments of I-15, it is projected that these segments would operate substantially above the anticipated capacity with V/C ratios ranging from 1.34 to 1.54. The V/C ratio on Rainbow Canyon Road would be 1.03. The analysis of Cumulative Scenario impacts also identified these impacts previously. Impact #A5: The project contributes traffic to several segments of I-15 within Riverside County which are projected to exceed the target LOS. All of these roadway segments are projected to operate at LOS F with V/C ratios ranging from 1.34 to 1.54. Mitigation #A5: See Mitigation #A4. Significance After Mitigation: Significant and unavoidable. Impact #A6: The project contributes traffic to Rainbow Canyon Road which is projected to exceed the target LOS. This roadway segment is projected to operate at a V/C ratio of 1.12 which is indicative of LOS F operations. Mitigation #A6: See Mitigation #A5. San Diego County-Roadway Segment Impacts Five roadway segments along I-15 are located within San Diego County and evaluated using County of San Diego Significance Criteria. According to these criteria, a significant impact along a freeway segment in San Diego occurs if the addition of project traffic causes the V/C ratio to increase by more than 0.01 at LOS E or F. As noted in Table 3.7-18, the increase in V/C ratio is equal to or less than 0.01 at all segments. Therefore, the project impact at these San Diego County locations is less than significant. 41 Santa Margarita Annexation Traffic Study September 2008 APPENDIX A-EXISTING TRAFFIC COUNTS Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 281 8 44 333 203 126 0 329 0 0 0 0 0 48 100 148 810 07:15 AM 308 7 50 365 189 109 0 298 0 0 0 0 0 40 96 136 799 07:30 AM 267 10 57 334 201 120 0 321 0 0 0 0 0 53 85 138 793 07:45 AM 334 7 76 417 185 116 0 301 0 0 0 0 0 43 63 106 824 Total 1190 32 227 1449 778 471 0 1249 0 0 0 0 0 184 344 528 3226 08:00 AM 276 3 59 338 170 100 0 270 0 0 0 0 0 52 46 98 706 08:15 AM 306 8 50 364 188 104 0 292 0 0 0 0 0 55 39 94 750 08:30 AM 313 3 47 363 172 77 0 249 0 0 0 0 0 59 56 115 727 08:45 AM 294 2 57 353 159 100 0 259 0 0 0 0 0 57 41 98 710 Total 1189 16 213 1418 689 381 0 1070 0 0 0 0 0 223 182 405 2893 Grand Total 2379 48 440 2867 1467 852 0 2319 0 0 0 0 0 407 526 933 6119 Apprch % 83 1.7 15.3 63.3 36.7 0 0 0 0 0 43.6 56.4 Total % 38.9 0.8 7.2 46.9 24 13.9 0 37.9 0 0 0 0 0 6.7 8.6 15.2 Passenger Vehicles 2112 48 401 2561 1428 806 0 2234 0 0 0 0 0 338 495 833 5628 % Passenger Vehicles 88.8 100 91.1 89.3 97.3 94.6 0 96.3 0 0 0 0 0 83 94.1 89.3 92 Large 2 Axle Vehicles 119 0 10 129 18 16 0 34 0 0 0 0 0 25 12 37 200 % Large 2 Axle Vehicles 5 0 2.3 4.5 1.2 1.9 0 1.5 0 0 0 0 0 6.1 2.3 4 3.3 3 Axle Vehicles 61 0 8 69 2 1 0 3 0 0 0 0 0 2 2 4 76 % 3 Axle Vehicles 2.6 0 1.8 2.4 0.1 0.1 0 0.1 0 0 0 0 0 0.5 0.4 0.4 1.2 4 Axle Trucks 51 0 13 64 13 28 0 41 0 0 0 0 0 33 16 49 154 % 4 Axle Trucks 2.1 0 3 2.2 0.9 3.3 0 1.8 0 0 0 0 0 8.1 3 5.3 2.5 5+ Axle Trucks 36 0 8 44 6 1 0 7 0 0 0 0 0 9 1 10 61 % 5+ Axle Trucks 1.5 0 1.8 1.5 0.4 0.1 0 0.3 0 0 0 0 0 2.2 0.2 1.1 1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 281 8 44 333 203 126 0 329 0 0 0 0 0 48 100 148 810 07:15 AM 308 7 50 365 189 109 0 298 0 0 0 0 0 40 96 136 799 07:30 AM 267 10 57 334 201 120 0 321 0 0 0 0 0 53 85 138 793 07:45 AM 334 7 76 417 185 116 0 301 0 0 0 0 0 43 63 106 824 Total Volume 1190 32 227 1449 778 471 0 1249 0 0 0 0 0 184 344 528 3226 % App. Total 82.1 2.2 15.7 62.3 37.7 0 0 0 0 0 34.8 65.2 PHF .891 .800 .747 .869 .958 .935 .000 .949 .000 .000 .000 .000 .000 .868 .860 .892 .979 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 227 Thru 32 Left 1190 Out In Total 0 1449 1449 Right0 Thru 471 Left 778 Out In Total 1374 1249 2623 Left0 Thru0 Right0 Out In Total 1154 0 1154 Left0 Thru 184 Right 344 Out In Total 698 528 1226 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 334 7 76 417 203 126 0 329 0 0 0 0 0 48 100 148 +15 mins. 276 3 59 338 189 109 0 298 0 0 0 0 0 40 96 136 +30 mins. 306 8 50 364 201 120 0 321 0 0 0 0 0 53 85 138 +45 mins. 313 3 47 363 185 116 116 0 301 0 0 0 0 0 43 63 106 Total Volume 1229 21 232 1482 778 471 0 1249 0 0 0 0 0 184 344 528 % App. Total 82.9 1.4 15.7 62.3 37.7 0 0 0 0 0 34.8 65.2 PHF .920 .656 .763 .888 .958 .935 .000 .949 .000 .000 .000 .000 .000 .868 .860 .892 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 246 8 42 296 196 119 0 315 0 0 0 0 0 35 97 132 743 07:15 AM 272 7 44 323 185 106 0 291 0 0 0 0 0 32 94 126 740 07:30 AM 223 10 52 285 196 111 0 307 0 0 0 0 0 40 73 113 705 07:45 AM 305 7 72 384 182 107 0 289 0 0 0 0 0 36 61 97 770 Total 1046 32 210 1288 759 443 0 1202 0 0 0 0 0 143 325 468 2958 08:00 AM 250 3 52 305 167 95 0 262 0 0 0 0 0 46 45 91 658 08:15 AM 269 8 48 325 184 95 0 279 0 0 0 0 0 43 35 78 682 08:30 AM 276 3 40 319 165 75 0 240 0 0 0 0 0 0 54 53 107 666 08:45 AM 271 2 51 324 153 98 0 251 0 0 0 0 0 52 37 89 664 Total 1066 16 191 1273 669 363 0 1032 0 0 0 0 0 195 170 365 2670 Grand Total 2112 48 401 2561 1428 806 0 2234 0 0 0 0 0 338 495 833 5628 Apprch % 82.5 1.9 15.7 63.9 36.1 0 0 0 0 0 40.6 59.4 Total % 37.5 0.9 7.1 45.5 25.4 14.3 0 39.7 0 0 0 0 0 6 8.8 14.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 246 8 42 296 196 119 0 315 0 0 0 0 0 35 97 132 743 07:15 AM 272 7 44 323 185 106 0 291 0 0 0 0 0 32 94 126 740 07:30 AM 223 10 52 285 196 111 0 307 0 0 0 0 0 40 73 113 705 07:45 AM 305 7 72 384 182 107 0 289 0 0 0 0 0 36 61 97 770 Total Volume 1046 32 210 1288 759 443 0 1202 0 0 0 0 0 143 325 468 2958 % App. Total 81.2 2.5 16.3 63.1 36.9 0 0 0 0 0 30.6 69.4 PHF .857 .800 .729 .839 .968 .931 .000 .954 .000 .000 .000 .000 .000 .894 .838 .886 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 210 Thru 32 Left 1046 Out In Total 0 1288 1288 Right0 Thru 443 Left 759 Out In Total 1189 1202 2391 Left0 Thru0 Right0 Out In Total 1116 0 1116 Left0 Thru 143 Right 325 Out In Total 653 468 1121 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 305 7 72 384 196 119 0 315 0 0 0 0 0 35 97 132 +15 mins. 250 3 52 305 185 106 0 291 0 0 0 0 0 32 94 126 +30 mins. 269 8 48 325 196 111 0 307 0 0 0 0 0 40 73 113 +45 mins. 276 3 40 319 182 107 0 289 0 0 0 0 0 36 61 97 Total Volume 1100 21 212 1333 759 443 0 1202 0 0 0 0 0 143 325 468 % App. Total 82.5 1.6 15.9 63.1 36.9 0 0 0 0 0 30.6 69.4 PHF .902 .656 .736 .868 .968 .931 .000 .954 .000 .000 .000 .000 .000 .894 .838 .886 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 26 07:15 AM 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 22 07:30 AM 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 30 07:45 AM 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 20 Total 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 98 08:00 AM 16 0 2 18 1 4 0 5 0 0 0 0 0 4 0 4 27 08:15 AM 14 0 1 15 2 3 0 5 0 0 0 0 0 3 1 4 24 08:30 AM 17 0 3 20 7 0 0 7 0 0 0 0 0 4 1 5 32 08:45 AM 7 0 2 9 2 1 0 3 0 0 0 0 0 5 2 7 19 Total 54 0 8 62 12 8 0 20 0 0 0 0 0 16 4 20 102 Grand Total 119 0 10 129 18 16 0 34 0 0 0 0 0 25 12 37 200 Apprch % 92.2 0 7.8 52.9 47.1 0 0 0 0 0 67.6 32.4 Total % 59.5 0 5 64.5 9 8 0 17 0 0 0 0 0 12.5 6 18.5 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 26 07:15 AM 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 22 07:30 AM 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 30 07:45 AM 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 20 Total Volume 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 98 % App. Total 97 0 3 42.9 57.1 0 0 0 0 0 52.9 47.1 PHF .903 .000 .250 .838 .500 .667 .000 .583 .000 .000 .000 .000 .000 .375 .333 .354 .817 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right2 Thru0 Left 65 Out In Total 0 67 67 Right0 Thru8 Left6 Out In Total 74 14 88 Left0 Thru0 Right0 Out In Total 14 0 14 Left0 Thru9 Right8 Out In Total 10 17 27 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 +15 mins. 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 +30 mins. 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 +45 mins. 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 Total Volume 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 % App. Total 97 0 3 42.9 57.1 0 0 0 0 0 52.9 47.1 PHF .903 .000 .250 .838 .500 .667 .000 .583 .000 .000 .000 .000 .000 .375 .333 .354 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 07:15 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 13 07:45 AM 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 6 Total 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 28 08:00 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 0 0 0 8 08:15 AM 10 0 0 10 0 0 0 0 0 0 0 0 0 0 1 1 11 08:30 AM 13 0 2 15 0 0 0 0 0 0 0 0 0 0 0 0 15 08:45 AM 11 0 1 12 1 0 0 1 0 0 0 0 0 0 1 1 14 Total 40 0 5 45 1 0 0 1 0 0 0 0 0 0 2 2 48 Grand Total 61 0 8 69 2 1 0 3 0 0 0 0 0 2 2 4 76 Apprch % 88.4 0 11.6 66.7 33.3 0 0 0 0 0 50 50 Total % 80.3 0 10.5 90.8 2.6 1.3 0 3.9 0 0 0 0 0 2.6 2.6 5.3 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 07:15 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 13 07:45 AM 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 6 Total Volume 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 28 % App. Total 87.5 0 12.5 50 50 0 0 0 0 0 100 0 PHF .525 .000 .375 .545 .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .538 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right3 Thru0 Left 21 Out In Total 0 24 24 Right0 Thru1 Left1 Out In Total 23 2 25 Left0 Thru0 Right0 Out In Total 1 0 1 Left0 Thru2 Right0 Out In Total 4 2 6 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 +45 mins. 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 % App. Total 87.5 0 12.5 50 50 0 0 0 0 0 100 0 PHF .525 .000 .375 .545 .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 34 07:15 AM 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 22 07:30 AM 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 31 07:45 AM 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 20 Total 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 107 08:00 AM 3 0 2 5 1 1 0 2 0 0 0 0 0 2 1 3 10 08:15 AM 8 0 1 9 2 5 0 7 0 0 0 0 0 7 2 9 25 08:30 AM 2 0 2 4 0 2 0 2 0 0 0 0 0 1 1 2 8 08:45 AM 1 0 1 2 0 1 0 1 0 0 0 0 0 0 1 1 4 Total 14 0 6 20 3 9 0 12 0 0 0 0 0 10 5 15 47 Grand Total 51 0 13 64 13 28 0 41 0 0 0 0 0 33 16 49 154 Apprch % 79.7 0 20.3 31.7 68.3 0 0 0 0 0 67.3 32.7 Total % 33.1 0 8.4 41.6 8.4 18.2 0 26.6 0 0 0 0 0 21.4 10.4 31.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 34 07:15 AM 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 22 07:30 AM 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 31 07:45 AM 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 20 Total Volume 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 107 % App. Total 84.1 0 15.9 34.5 65.5 0 0 0 0 0 67.6 32.4 PHF .771 .000 .875 .786 .625 .792 .000 .725 .000 .000 .000 .000 .000 .575 .458 .708 .787 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right7 Thru0 Left 37 Out In Total 0 44 44 Right0 Thru 19 Left 10 Out In Total 60 29 89 Left0 Thru0 Right0 Out In Total 21 0 21 Left0 Thru 23 Right 11 Out In Total 26 34 60 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 +15 mins. 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 +30 mins. 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 +45 mins. 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 Total Volume 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 % App. Total 84.1 0 15.9 34.5 65.5 0 0 0 0 0 67.6 32.4 PHF .771 .000 .875 .875 .786 .625 .792 .000 .725 .000 .000 .000 .000 .000 .575 .458 .708 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 12 07:30 AM 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 14 07:45 AM 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 8 Total 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 35 08:00 AM 1 0 1 2 1 0 0 1 0 0 0 0 0 0 0 0 3 08:15 AM 5 0 0 5 0 1 0 1 0 0 0 0 0 2 0 2 8 08:30 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 0 1 1 6 08:45 AM 4 0 2 6 3 0 0 3 0 0 0 0 0 0 0 0 9 Total 15 0 3 18 4 1 0 5 0 0 0 0 0 2 1 3 26 Grand Total 36 0 8 44 6 1 0 7 0 0 0 0 0 9 1 10 61 Apprch % 81.8 0 18.2 85.7 14.3 0 0 0 0 0 90 10 Total % 59 0 13.1 72.1 9.8 1.6 0 11.5 0 0 0 0 0 14.8 1.6 16.4 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 12 07:30 AM 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 14 07:45 AM 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 8 Total Volume 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 35 % App. Total 80.8 0 19.2 100 0 0 0 0 0 0 100 0 PHF .583 .000 .417 .542 .250 .000 .000 .250 .000 .000 .000 .000 .000 .438 .000 .438 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right5 Thru0 Left 21 Out In Total 0 26 26 Right0 Thru0 Left2 Out In Total 28 2 30 Left0 Thru0 Right0 Out In Total 2 0 2 Left0 Thru7 Right0 Out In Total 5 7 12 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 +30 mins. 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 Total Volume 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 % App. Total 80.8 0 19.2 100 0 0 0 0 0 0 100 0 PHF .583 .000 .417 .542 .250 .000 .000 .250 .000 .000 .000 .000 .000 .438 .000 .438 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 344 0 51 395 88 100 0 188 0 0 0 0 0 112 40 152 735 04:15 PM 348 0 41 389 118 140 0 258 0 0 0 0 0 108 54 162 809 04:30 PM 310 0 47 357 82 115 0 197 0 0 0 0 0 115 43 158 712 04:45 PM 338 0 54 392 99 120 0 219 0 0 0 0 0 119 71 190 801 Total 1340 0 193 1533 387 475 0 862 0 0 0 0 0 454 208 662 3057 05:00 PM 369 0 40 409 91 106 0 197 0 0 0 0 0 138 60 198 804 05:15 PM 377 0 35 412 99 106 0 0 205 0 0 0 0 0 110 69 179 796 05:30 PM 364 0 48 412 86 92 0 178 0 0 0 0 0 139 54 193 783 05:45 PM 314 0 24 338 92 106 0 198 0 0 0 0 0 79 41 120 656 Total 1424 0 147 1571 368 410 0 778 0 0 0 0 0 466 224 690 3039 Grand Total 2764 0 340 3104 755 885 0 1640 0 0 0 0 0 920 432 1352 6096 Apprch % 89 0 11 46 54 0 0 0 0 0 68 32 Total % 45.3 0 5.6 50.9 12.4 14.5 0 26.9 0 0 0 0 0 15.1 7.1 22.2 Passenger Vehicles 2719 0 338 3057 740 872 0 1612 0 0 0 0 0 898 425 1323 5992 % Passenger Vehicles 98.4 0 99.4 98.5 98 98.5 0 98.3 0 0 0 0 0 97.6 98.4 97.9 98.3 Large 2 Axle Vehicles 28 0 0 28 11 12 0 23 0 0 0 0 0 12 6 18 69 % Large 2 Axle Vehicles 1 0 0 0.9 1.5 1.4 0 1.4 0 0 0 0 0 1.3 1.4 1.3 1.1 3 Axle Vehicles 5 0 0 5 0 1 0 1 0 0 0 0 0 7 0 7 13 % 3 Axle Vehicles 0.2 0 0 0.2 0 0.1 0 0.1 0 0 0 0 0 0.8 0 0.5 0.2 4 Axle Trucks 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 % 4 Axle Trucks 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 10 0 2 12 4 0 0 4 0 0 0 0 0 3 1 4 20 % 5+ Axle Trucks 0.4 0 0.6 0.4 0.5 0 0 0.2 0 0 0 0 0 0.3 0.2 0.3 0.3 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 338 0 54 392 99 120 0 219 0 0 0 0 0 119 71 190 801 05:00 PM 369 0 40 409 91 106 0 197 0 0 0 0 0 138 60 198 804 05:15 PM 377 0 35 412 99 106 0 205 0 0 0 0 0 110 69 179 796 05:30 PM 364 0 48 412 86 92 0 178 0 0 0 0 0 139 54 193 783 Total Volume 1448 0 177 1625 375 424 0 799 0 0 0 0 0 506 254 760 3184 % App. Total 89.1 0 10.9 46.9 53.1 0 0 0 0 0 66.6 33.4 PHF .960 .000 .819 .986 .947 .883 .000 .912 .000 .000 .000 .000 .000 .910 .894 .960 .990 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 177 Thru0 Left 1448 Out In Total 0 1625 1625 Right0 Thru 424 Left 375 Out In Total 1954 799 2753 Left0 Thru0 Right0 Out In Total 629 0 629 Left0 Thru 506 Right 254 Out In Total 601 760 1361 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:45 PM +0 mins. 338 0 54 392 118 140 0 258 0 0 0 0 0 119 71 190 +15 mins. 369 0 40 409 82 115 0 197 0 0 0 0 0 138 60 198 +30 mins. 377 0 35 412 99 120 0 219 0 0 0 0 0 110 69 179 +45 mins. 364 0 48 412 91 106 0 197 197 0 0 0 0 0 139 54 193 Total Volume 1448 0 177 1625 390 481 0 871 0 0 0 0 0 506 254 760 % App. Total 89.1 0 10.9 44.8 55.2 0 0 0 0 0 66.6 33.4 PHF .960 .000 .819 .986 .826 .859 .000 .844 .000 .000 .000 .000 .000 .910 .894 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 338 0 51 389 88 100 0 188 0 0 0 0 0 110 37 147 724 04:15 PM 342 0 40 382 117 137 0 254 0 0 0 0 0 102 54 156 792 04:30 PM 306 0 47 353 82 113 0 195 0 0 0 0 0 113 43 156 704 04:45 PM 333 0 54 387 96 118 0 214 0 0 0 0 0 114 70 184 785 Total 1319 0 192 1511 383 468 0 851 0 0 0 0 0 439 204 643 3005 05:00 PM 364 0 39 403 89 103 0 192 0 0 0 0 0 136 60 196 791 05:15 PM 372 0 35 407 93 106 0 199 0 0 0 0 0 110 68 178 784 05:30 PM 362 0 48 410 85 91 0 176 0 0 0 0 0 0 137 52 189 775 05:45 PM 302 0 24 326 90 104 0 194 0 0 0 0 0 76 41 117 637 Total 1400 0 146 1546 357 404 0 761 0 0 0 0 0 459 221 680 2987 Grand Total 2719 0 338 3057 740 872 0 1612 0 0 0 0 0 898 425 1323 5992 Apprch % 88.9 0 11.1 45.9 54.1 0 0 0 0 0 67.9 32.1 Total % 45.4 0 5.6 51 12.3 14.6 0 26.9 0 0 0 0 0 15 7.1 22.1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 333 0 54 387 96 118 0 214 0 0 0 0 0 114 70 184 785 05:00 PM 364 0 39 403 89 103 0 192 0 0 0 0 0 136 60 196 791 05:15 PM 372 0 35 407 93 106 0 199 0 0 0 0 0 110 68 178 784 05:30 PM 362 0 48 410 85 91 0 176 0 0 0 0 0 137 52 189 775 Total Volume 1431 0 176 1607 363 418 0 781 0 0 0 0 0 497 250 747 3135 % App. Total 89 0 11 46.5 53.5 0 0 0 0 0 66.5 33.5 PHF .962 .000 .815 .980 .945 .886 .000 .912 .000 .000 .000 .000 .000 .907 .893 .953 .991 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 176 Thru0 Left 1431 Out In Total 0 1607 1607 Right0 Thru 418 Left 363 Out In Total 1928 781 2709 Left0 Thru0 Right0 Out In Total 613 0 613 Left0 Thru 497 Right 250 Out In Total 594 747 1341 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:45 PM +0 mins. 333 0 54 387 117 137 0 254 0 0 0 0 0 114 70 184 +15 mins. 364 0 39 403 82 113 0 195 0 0 0 0 0 136 60 196 +30 mins. 372 0 35 407 96 118 0 214 0 0 0 0 0 110 68 178 +45 mins. 362 0 48 410 89 103 0 192 0 0 0 0 0 137 52 189 Total Volume 1431 0 176 1607 384 471 0 855 0 0 0 0 0 497 250 747 % App. Total 89 0 11 44.9 55.1 0 0 0 0 0 66.5 33.5 PHF .962 .000 .815 .980 .821 .859 .000 .842 .000 .000 .000 .000 .000 .907 .893 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 3 4 9 04:15 PM 3 0 0 3 1 3 0 4 0 0 0 0 0 5 0 5 12 04:30 PM 3 0 0 3 0 2 0 2 0 0 0 0 0 1 0 1 6 04:45 PM 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 10 Total 14 0 0 14 3 7 0 10 0 0 0 0 0 9 4 13 37 05:00 PM 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 6 05:15 PM 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 7 05:30 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4 05:45 PM 9 0 0 9 2 2 0 4 0 0 0 0 0 2 0 2 15 Total 14 0 0 14 8 5 0 13 0 0 0 0 0 3 2 5 32 Grand Total 28 0 0 28 11 12 0 23 0 0 0 0 0 12 6 18 69 Apprch % 100 0 0 47.8 52.2 0 0 0 0 0 66.7 33.3 Total % 40.6 0 0 40.6 15.9 17.4 0 33.3 0 0 0 0 0 17.4 8.7 26.1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 10 05:00 PM 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 6 05:15 PM 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 7 05:30 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4 Total Volume 8 0 0 8 8 5 0 13 0 0 0 0 0 3 3 6 27 % App. Total 100 0 0 61.5 38.5 0 0 0 0 0 50 50 PHF .667 .000 .000 .667 .500 .625 .000 .813 .000 .000 .000 .000 .000 .375 .750 .500 .675 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left8 Out In Total 0 8 8 Right0 Thru5 Left8 Out In Total 11 13 24 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru3 Right3 Out In Total 5 6 11 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 +15 mins. 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 +30 mins. 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 +45 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 Total Volume 8 0 0 8 8 5 0 13 0 0 0 0 0 3 3 6 % App. Total 100 0 0 61.5 38.5 0 0 0 0 0 50 50 PHF .667 .000 .000 .667 .500 .625 .000 .813 .000 .000 .000 .000 .000 .000 .375 .750 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 04:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 3 0 0 3 0 0 0 0 0 0 0 0 0 4 0 4 7 05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 0 0 2 0 1 0 1 0 0 0 0 0 3 0 3 6 Grand Total 5 0 0 5 0 1 0 1 0 0 0 0 0 7 0 7 13 Apprch % 100 0 0 0 100 0 0 0 0 0 100 0 Total % 38.5 0 0 38.5 0 7.7 0 7.7 0 0 0 0 0 53.8 0 53.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 Total Volume 3 0 0 3 0 1 0 1 0 0 0 0 0 4 0 4 8 % App. Total 100 0 0 0 100 0 0 0 0 0 100 0 PHF .750 .000 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left3 Out In Total 0 3 3 Right0 Thru1 Left0 Out In Total 7 1 8 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru4 Right0 Out In Total 1 4 5 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 3 0 0 3 0 1 0 1 0 0 0 0 0 4 0 4 % App. Total 100 0 0 0 100 0 0 0 0 0 100 0 PHF .750 .000 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Grand Total 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Apprch % 100 0 0 0 0 0 0 0 0 0 0 0 Total % 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left1 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 PM 2 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 4 Total 4 0 1 5 1 0 0 1 0 0 0 0 0 2 0 2 8 05:00 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 5 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 05:45 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 Total 6 0 1 7 3 0 0 3 0 0 0 0 0 1 1 2 12 Grand Total 10 0 2 12 4 0 0 4 0 0 0 0 0 3 1 4 20 Apprch % 83.3 0 16.7 100 0 0 0 0 0 0 75 25 Total % 50 0 10 60 20 0 0 20 0 0 0 0 0 15 5 20 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 4 05:00 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 5 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 Total Volume 5 0 1 6 4 0 0 4 0 0 0 0 0 2 1 3 13 % App. Total 83.3 0 16.7 100 0 0 0 0 0 0 66.7 33.3 PHF .417 .000 .250 .500 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 .650 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right1 Thru0 Left5 Out In Total 0 6 6 Right0 Thru0 Left4 Out In Total 7 4 11 Left0 Thru0 Right0 Out In Total 5 0 5 Left0 Thru2 Right1 Out In Total 1 3 4 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 +15 mins. 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 Total Volume 5 0 1 6 4 0 0 4 0 0 0 0 0 2 1 3 % App. Total 83.3 0 16.7 100 0 0 0 0 0 0 66.7 33.3 PHF .417 .000 .250 .500 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 297 353 650 18 0 73 91 15 317 0 332 1073 07:15 AM 0 0 0 0 0 299 371 670 22 0 88 110 16 334 0 350 1130 07:30 AM 0 0 0 0 0 272 350 622 43 0 94 137 23 291 0 314 1073 07:45 AM 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 1199 Total 0 0 0 0 0 1165 1474 2639 115 0 346 461 74 1301 0 1375 4475 08:00 AM 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 1063 08:15 AM 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 1154 08:30 AM 0 0 0 0 0 241 364 605 24 0 94 118 22 351 0 373 1096 08:45 AM 0 0 0 0 0 212 423 635 25 0 81 106 17 335 0 352 1093 Total 0 0 0 0 0 935 1585 2520 113 0 364 477 90 1319 0 1409 4406 Grand Total 0 0 0 0 0 2100 3059 5159 228 0 710 938 164 2620 0 2784 8881 Apprch % 0 0 0 0 40.7 59.3 24.3 0 75.7 5.9 94.1 0 Total % 0 0 0 0 0 23.6 34.4 58.1 2.6 0 8 10.6 1.8 29.5 0 31.3 Passenger Vehicles 0 0 0 0 0 2023 2860 4883 222 0 663 885 141 2304 0 2445 8213 % Passenger Vehicles 0 0 0 0 0 96.3 93.5 94.7 97.4 0 93.4 94.3 86 87.9 0 87.8 92.5 Large 2 Axle Vehicles 0 0 0 0 0 26 64 90 6 0 37 43 6 139 0 145 278 % Large 2 Axle Vehicles 0 0 0 0 0 1.2 2.1 1.7 2.6 0 5.2 4.6 3.7 5.3 0 5.2 3.1 3 Axle Vehicles 0 0 0 0 0 3 80 83 0 0 7 7 12 48 0 60 150 % 3 Axle Vehicles 0 0 0 0 0 0.1 2.6 1.6 0 0 1 0.7 7.3 1.8 0 2.2 1.7 4 Axle Trucks 0 0 0 0 0 42 9 51 0 0 1 1 2 83 0 85 137 % 4 Axle Trucks 0 0 0 0 0 2 0.3 1 0 0 0.1 0.1 1.2 3.2 0 3.1 1.5 5+ Axle Trucks 0 0 0 0 0 6 46 52 0 0 2 2 3 46 0 49 103 % 5+ Axle Trucks 0 0 0 0 0 0.3 1.5 1 0 0 0.3 0.2 1.8 1.8 0 1.8 1.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 1199 08:00 AM 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 1063 08:15 AM 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 1154 08:30 AM 0 0 0 0 0 241 364 605 24 0 94 118 22 351 0 373 1096 Total Volume 0 0 0 0 0 1020 1562 2582 120 0 374 494 93 1343 0 1436 4512 % App. Total 0 0 0 0 39.5 60.5 24.3 0 75.7 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .859 .919 .926 .833 .000 .935 .908 .802 .935 .000 .947 .941 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1655 0 1655 Right 1562 Thru 1020 Left0 Out In Total 1717 2582 4299 Left 120 Thru0 Right 374 Out In Total 0 494 494 Left 93 Thru 1343 Right0 Out In Total 1140 1436 2576 Peak Hour Begins at 07:45 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 +15 mins. 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 +30 mins. 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 +45 mins. 0 0 0 0 0 241 364 605 605 24 0 94 118 22 351 0 373 Total Volume 0 0 0 0 0 1020 1562 2582 120 0 374 494 93 1343 0 1436 % App. Total 0 0 0 0 39.5 60.5 24.3 0 75.7 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .859 .919 .926 .833 .000 .935 .908 .802 .935 .000 .947 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 281 336 617 18 0 61 79 12 266 0 278 974 07:15 AM 0 0 0 0 0 291 351 642 22 0 84 106 13 290 0 303 1051 07:30 AM 0 0 0 0 0 261 338 599 42 0 90 132 19 243 0 262 993 07:45 AM 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 1121 Total 0 0 0 0 0 1119 1401 2520 114 0 322 436 62 1121 0 1183 4139 08:00 AM 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 983 08:15 AM 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 1049 08:30 AM 0 0 0 0 0 234 344 578 22 0 86 86 108 20 314 0 334 1020 08:45 AM 0 0 0 0 0 204 392 596 25 0 79 104 14 308 0 322 1022 Total 0 0 0 0 0 904 1459 2363 108 0 341 449 79 1183 0 1262 4074 Grand Total 0 0 0 0 0 2023 2860 4883 222 0 663 885 141 2304 0 2445 8213 Apprch % 0 0 0 0 41.4 58.6 25.1 0 74.9 5.8 94.2 0 Total % 0 0 0 0 0 24.6 34.8 59.5 2.7 0 8.1 10.8 1.7 28.1 0 29.8 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 1121 08:00 AM 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 983 08:15 AM 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 1049 08:30 AM 0 0 0 0 0 234 344 578 22 0 86 108 20 314 0 334 1020 Total Volume 0 0 0 0 0 986 1443 2429 115 0 349 464 83 1197 0 1280 4173 % App. Total 0 0 0 0 40.6 59.4 24.8 0 75.2 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .862 .930 .917 .821 .000 .909 .885 .769 .929 .000 .941 .931 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1526 0 1526 Right 1443 Thru 986 Left0 Out In Total 1546 2429 3975 Left 115 Thru0 Right 349 Out In Total 0 464 464 Left 83 Thru 1197 Right0 Out In Total 1101 1280 2381 Peak Hour Begins at 07:45 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 +15 mins. 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 +30 mins. 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 +45 mins. 0 0 0 0 0 234 344 578 22 0 86 108 20 314 0 334 Total Volume 0 0 0 0 0 986 1443 2429 115 0 349 464 83 1197 0 1280 % App. Total 0 0 0 0 40.6 59.4 24.8 0 75.2 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .862 .930 .917 .821 .000 .909 .885 .769 .929 .000 .941 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 7 6 13 0 0 10 10 0 18 0 18 41 07:15 AM 0 0 0 0 0 1 10 11 0 0 4 4 0 19 0 19 34 07:30 AM 0 0 0 0 0 1 3 4 1 0 3 4 2 16 0 18 26 07:45 AM 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 27 Total 0 0 0 0 0 12 25 37 1 0 17 18 2 71 0 73 128 08:00 AM 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 37 08:15 AM 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 42 08:30 AM 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 38 08:45 AM 0 0 0 0 0 3 13 16 0 0 2 2 2 13 0 15 33 Total 0 0 0 0 0 14 39 53 5 0 20 25 4 68 0 72 150 Grand Total 0 0 0 0 0 26 64 90 6 0 37 43 6 139 0 145 278 Apprch % 0 0 0 0 28.9 71.1 14 0 86 4.1 95.9 0 Total % 0 0 0 0 0 9.4 23 32.4 2.2 0 13.3 15.5 2.2 50 0 52.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 27 08:00 AM 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 37 08:15 AM 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 42 08:30 AM 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 38 Total Volume 0 0 0 0 0 14 32 46 5 0 18 23 2 73 0 75 144 % App. Total 0 0 0 0 30.4 69.6 21.7 0 78.3 2.7 97.3 0 PHF .000 .000 .000 .000 .000 .700 .727 .821 .625 .000 .563 .575 .250 .913 .000 .938 .857 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 34 0 34 Right 32 Thru 14 Left0 Out In Total 91 46 137 Left5 Thru0 Right 18 Out In Total 0 23 23 Left2 Thru 73 Right0 Out In Total 19 75 94 Peak Hour Begins at 07:45 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 +15 mins. 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 +30 mins. 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 +45 mins. 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 Total Volume 0 0 0 0 0 14 32 46 5 0 18 23 2 73 0 75 % App. Total 0 0 0 0 30.4 69.6 21.7 0 78.3 2.7 97.3 0 PHF .000 .000 .000 .000 .000 .000 .700 .727 .821 .625 .000 .563 .575 .250 .913 .000 .938 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 6 6 0 0 1 1 3 2 0 5 12 07:15 AM 0 0 0 0 0 1 4 5 0 0 0 0 1 2 0 3 8 07:30 AM 0 0 0 0 0 0 3 3 0 0 1 1 1 9 0 10 14 07:45 AM 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 22 Total 0 0 0 0 0 2 28 30 0 0 5 5 6 15 0 21 56 08:00 AM 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 20 08:15 AM 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 25 08:30 AM 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 25 08:45 AM 0 0 0 0 0 1 13 14 0 0 0 0 1 9 0 10 24 Total 0 0 0 0 0 1 52 53 0 0 2 2 6 33 0 39 94 Grand Total 0 0 0 0 0 3 80 83 0 0 7 7 12 48 0 60 150 Apprch % 0 0 0 0 3.6 96.4 0 0 100 20 80 0 Total % 0 0 0 0 0 2 53.3 55.3 0 0 4.7 4.7 8 32 0 40 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 22 08:00 AM 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 20 08:15 AM 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 25 08:30 AM 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 25 Total Volume 0 0 0 0 0 1 54 55 0 0 5 5 6 26 0 32 92 % App. Total 0 0 0 0 1.8 98.2 0 0 100 18.8 81.2 0 PHF .000 .000 .000 .000 .000 .250 .900 .859 .000 .000 .417 .417 .750 .591 .000 .615 .920 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 60 0 60 Right 54 Thru1 Left0 Out In Total 31 55 86 Left0 Thru0 Right5 Out In Total 0 5 5 Left6 Thru 26 Right0 Out In Total 1 32 33 Peak Hour Begins at 07:45 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 +15 mins. 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 +30 mins. 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 +45 mins. 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 Total Volume 0 0 0 0 0 1 54 55 0 0 5 5 6 26 0 32 % App. Total 0 0 0 0 1.8 98.2 0 0 100 18.8 81.2 0 PHF .000 .000 .000 .000 .000 .250 .900 .859 .000 .000 .417 .417 .750 .591 .000 .615 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 9 2 11 0 0 1 1 0 24 0 24 36 07:15 AM 0 0 0 0 0 6 1 7 0 0 0 0 2 13 0 15 22 07:30 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 14 0 14 24 07:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 Total 0 0 0 0 0 31 3 34 0 0 1 1 2 63 0 65 100 08:00 AM 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 9 08:15 AM 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 7 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total 0 0 0 0 0 11 6 17 0 0 0 0 0 20 0 20 37 Grand Total 0 0 0 0 0 0 42 9 51 0 0 1 1 2 83 0 85 137 Apprch % 0 0 0 0 82.4 17.6 0 0 100 2.4 97.6 0 Total % 0 0 0 0 0 30.7 6.6 37.2 0 0 0.7 0.7 1.5 60.6 0 62 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 08:00 AM 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 9 08:15 AM 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 7 Total Volume 0 0 0 0 0 16 6 22 0 0 0 0 0 31 0 31 53 % App. Total 0 0 0 0 72.7 27.3 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .571 .750 .611 .000 .000 .000 .000 .000 .646 .000 .646 .697 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right6 Thru 16 Left0 Out In Total 31 22 53 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 31 Right0 Out In Total 16 31 47 Peak Hour Begins at 07:45 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 +15 mins. 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 +30 mins. 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 +45 mins. 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 Total Volume 0 0 0 0 0 16 6 22 0 0 0 0 0 31 0 31 % App. Total 0 0 0 0 72.7 27.3 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .571 .750 .611 .000 .000 .000 .000 .000 .646 .000 .646 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 3 3 0 0 0 0 0 7 0 7 10 07:15 AM 0 0 0 0 0 0 5 5 0 0 0 0 0 10 0 10 15 07:30 AM 0 0 0 0 0 0 6 6 0 0 0 0 1 9 0 10 16 07:45 AM 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 11 Total 0 0 0 0 0 1 17 18 0 0 1 1 2 31 0 33 52 08:00 AM 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 14 08:15 AM 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 19 08:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 6 08:45 AM 0 0 0 0 0 3 5 8 0 0 0 0 0 4 0 4 12 Total 0 0 0 0 0 5 29 34 0 0 1 1 1 15 0 16 51 Grand Total 0 0 0 0 0 0 6 46 52 0 0 2 2 3 46 0 49 103 Apprch % 0 0 0 0 11.5 88.5 0 0 100 6.1 93.9 0 Total % 0 0 0 0 0 5.8 44.7 50.5 0 0 1.9 1.9 2.9 44.7 0 47.6 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 11 08:00 AM 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 14 08:15 AM 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 19 08:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 6 Total Volume 0 0 0 0 0 3 27 30 0 0 2 2 2 16 0 18 50 % App. Total 0 0 0 0 10 90 0 0 100 11.1 88.9 0 PHF .000 .000 .000 .000 .000 .750 .563 .577 .000 .000 .500 .500 .500 .800 .000 .750 .658 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 29 0 29 Right 27 Thru3 Left0 Out In Total 18 30 48 Left0 Thru0 Right2 Out In Total 0 2 2 Left2 Thru 16 Right0 Out In Total 3 18 21 Peak Hour Begins at 07:45 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 +15 mins. 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 +45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 Total Volume 0 0 0 0 0 3 27 30 0 0 2 2 2 16 0 18 % App. Total 0 0 0 0 10 90 0 0 100 11.1 88.9 0 PHF .000 .000 .000 .000 .000 .750 .563 .577 .577 .000 .000 .500 .500 .500 .800 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 145 372 517 52 0 167 219 45 419 0 464 1200 Total 0 0 0 0 0 145 372 517 52 0 167 219 45 419 0 464 1200 04:00 PM 0 0 0 0 0 139 370 509 71 0 211 282 38 390 0 428 1219 04:15 PM 0 0 0 0 0 173 349 522 46 1 203 250 30 434 0 464 1236 04:30 PM 0 0 0 0 0 127 311 438 64 0 221 285 34 360 0 394 1117 04:45 PM 0 0 0 0 0 157 322 479 48 0 215 263 41 431 0 472 1214 Total 0 0 0 0 0 596 1352 1948 229 1 850 1080 143 1615 0 1758 4786 05:00 PM 0 0 0 0 0 150 336 486 57 0 254 311 38 443 0 481 1278 05:15 PM 0 0 0 0 0 146 296 442 44 0 217 261 35 461 0 496 1199 05:30 PM 0 0 0 0 0 116 321 437 50 1 267 318 34 426 0 460 1215 05:45 PM 0 0 0 0 0 143 351 494 46 1 232 279 35 394 0 429 1202 Total 0 0 0 0 0 555 1304 1859 197 2 970 1169 142 1724 0 1866 4894 Grand Total 0 0 0 0 0 1296 3028 4324 478 3 1987 2468 330 3758 0 4088 10880 Apprch % 0 0 0 0 30 70 19.4 0.1 80.5 8.1 91.9 0 Total % 0 0 0 0 0 11.9 27.8 39.7 4.4 0 18.3 22.7 3 34.5 0 37.6 Passenger Vehicles 0 0 0 0 0 1263 2896 4159 471 3 1972 2446 317 3699 0 4016 10621 % Passenger Vehicles 0 0 0 0 0 97.5 95.6 96.2 98.5 100 99.2 99.1 96.1 98.4 0 98.2 97.6 Large 2 Axle Vehicles 0 0 0 0 0 26 82 108 6 0 14 20 9 38 0 47 175 % Large 2 Axle Vehicles 0 0 0 0 0 2 2.7 2.5 1.3 0 0.7 0.8 2.7 1 0 1.1 1.6 3 Axle Vehicles 0 0 0 0 0 2 30 32 1 0 1 2 1 9 0 10 44 % 3 Axle Vehicles 0 0 0 0 0 0.2 1 0.7 0.2 0 0.1 0.1 0.3 0.2 0 0.2 0.4 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 % % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 5 20 25 0 0 0 0 1 12 0 13 38 % 5+ Axle Trucks 0 0 0 0 0 0.4 0.7 0.6 0 0 0 0 0.3 0.3 0 0.3 0.3 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 157 322 479 48 0 215 263 41 431 0 472 1214 05:00 PM 0 0 0 0 0 150 336 486 57 0 254 311 38 443 0 481 1278 05:15 PM 0 0 0 0 0 146 296 442 44 0 217 261 35 461 0 496 1199 05:30 PM 0 0 0 0 0 116 321 437 50 1 267 318 34 426 0 460 1215 Total Volume 0 0 0 0 0 569 1275 1844 199 1 953 1153 148 1761 0 1909 4906 % App. Total 0 0 0 0 30.9 69.1 17.3 0.1 82.7 7.8 92.2 0 PHF .000 .000 .000 .000 .000 .906 .949 .949 .873 .250 .892 .906 .902 .955 .000 .962 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1424 0 1424 Right 1275 Thru 569 Left0 Out In Total 2714 1844 4558 Left 199 Thru1 Right 953 Out In Total 0 1153 1153 Left 148 Thru 1761 Right0 Out In Total 768 1909 2677 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 03:45 PM 05:00 PM 04:45 PM +0 mins. 0 0 0 0 0 145 372 517 57 0 254 311 41 431 0 472 +15 mins. 0 0 0 0 0 139 370 509 44 0 217 261 38 443 0 481 +30 mins. 0 0 0 0 0 173 349 522 50 1 267 318 35 461 0 496 +45 mins. 0 0 0 0 0 127 311 438 46 1 232 279 34 426 0 460 Total Volume 0 0 0 0 0 584 1402 1986 197 2 970 1169 148 1761 0 1909 % App. Total 0 0 0 0 29.4 70.6 16.9 0.2 83 7.8 92.2 0 PHF .000 .000 .000 .000 .000 .844 .942 .951 .864 .500 .908 .919 .902 .955 .000 .962 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 143 355 498 51 0 163 214 44 411 0 455 1167 Total 0 0 0 0 0 143 355 498 51 0 163 214 44 411 0 455 1167 04:00 PM 0 0 0 0 0 137 337 474 71 0 209 280 38 383 0 421 1175 04:15 PM 0 0 0 0 0 166 329 495 46 1 202 249 26 426 0 452 1196 04:30 PM 0 0 0 0 0 124 301 425 64 0 219 283 33 356 0 389 1097 04:45 PM 0 0 0 0 0 151 310 461 46 0 213 259 40 425 0 465 1185 Total 0 0 0 0 0 578 1277 1855 227 1 843 1071 137 1590 0 1727 4653 05:00 PM 0 0 0 0 0 146 320 466 466 55 0 253 308 37 437 0 474 1248 05:15 PM 0 0 0 0 0 140 285 425 44 0 215 259 35 457 0 492 1176 05:30 PM 0 0 0 0 0 116 312 428 48 1 267 316 33 421 0 454 1198 05:45 PM 0 0 0 0 0 140 347 487 46 1 231 278 31 383 0 414 1179 Total 0 0 0 0 0 542 1264 1806 193 2 966 1161 136 1698 0 1834 4801 Grand Total 0 0 0 0 0 1263 2896 4159 471 3 1972 2446 317 3699 0 4016 10621 Apprch % 0 0 0 0 30.4 69.6 19.3 0.1 80.6 7.9 92.1 0 Total % 0 0 0 0 0 11.9 27.3 39.2 4.4 0 18.6 23 3 34.8 0 37.8 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 151 310 461 46 0 213 259 40 425 0 465 1185 05:00 PM 0 0 0 0 0 146 320 466 55 0 253 308 37 437 0 474 1248 05:15 PM 0 0 0 0 0 140 285 425 44 0 215 259 35 457 0 492 1176 05:30 PM 0 0 0 0 0 116 312 428 48 1 267 316 33 421 0 454 1198 Total Volume 0 0 0 0 0 553 1227 1780 193 1 948 1142 145 1740 0 1885 4807 % App. Total 0 0 0 0 31.1 68.9 16.9 0.1 83 7.7 92.3 0 PHF .000 .000 .000 .000 .000 .916 .959 .955 .877 .250 .888 .903 .906 .952 .000 .958 .963 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1373 0 1373 Right 1227 Thru 553 Left0 Out In Total 2688 1780 4468 Left 193 Thru1 Right 948 Out In Total 0 1142 1142 Left 145 Thru 1740 Right0 Out In Total 746 1885 2631 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 03:45 PM 05:00 PM 04:45 PM +0 mins. 0 0 0 0 0 143 355 498 55 0 253 308 40 425 0 465 +15 mins. 0 0 0 0 0 137 337 474 44 0 215 259 37 437 0 474 +30 mins. 0 0 0 0 0 166 329 495 48 1 267 316 35 457 0 492 +45 mins. 0 0 0 0 0 124 301 425 46 1 231 278 33 421 0 454 Total Volume 0 0 0 0 0 570 1322 1892 193 2 966 1161 145 1740 0 1885 % App. Total 0 0 0 0 30.1 69.9 16.6 0.2 83.2 7.7 92.3 0 PHF .000 .000 .000 .000 .000 .858 .931 .950 .877 .500 .904 .919 .906 .952 .000 .958 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 1 6 7 1 0 4 5 1 6 0 7 19 Total 0 0 0 0 0 1 6 7 1 0 4 5 1 6 0 7 19 04:00 PM 0 0 0 0 0 2 18 20 0 0 2 2 0 5 0 5 27 04:15 PM 0 0 0 0 0 7 9 16 0 0 1 1 4 4 0 8 25 04:30 PM 0 0 0 0 0 2 6 8 0 0 2 2 1 3 0 4 14 04:45 PM 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 23 Total 0 0 0 0 0 15 43 58 2 0 7 9 6 16 0 22 89 05:00 PM 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 24 05:15 PM 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 14 05:30 PM 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 11 05:45 PM 0 0 0 0 0 3 3 6 0 0 1 1 2 9 0 11 18 Total 0 0 0 0 0 10 33 43 3 0 3 6 2 16 0 18 67 Grand Total 0 0 0 0 0 26 82 108 6 0 14 20 9 38 0 47 175 Apprch % 0 0 0 0 24.1 75.9 30 0 70 19.1 80.9 0 Total % 0 0 0 0 0 14.9 46.9 61.7 3.4 0 8 11.4 5.1 21.7 0 26.9 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 23 05:00 PM 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 24 05:15 PM 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 14 05:30 PM 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 11 Total Volume 0 0 0 0 0 11 40 51 5 0 4 9 1 11 0 12 72 % App. Total 0 0 0 0 21.6 78.4 55.6 0 44.4 8.3 91.7 0 PHF .000 .000 .000 .000 .000 .688 .625 .638 .625 .000 .500 .563 .250 .688 .000 .600 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 41 0 41 Right 40 Thru 11 Left0 Out In Total 15 51 66 Left5 Thru0 Right4 Out In Total 0 9 9 Left1 Thru 11 Right0 Out In Total 16 12 28 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 +15 mins. 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 +30 mins. 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 +45 mins. 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 Total Volume 0 0 0 0 0 11 40 51 5 0 4 9 1 11 0 12 % App. Total 0 0 0 0 21.6 78.4 55.6 0 44.4 8.3 91.7 0 PHF .000 .000 .000 .000 .000 .688 .625 .638 .625 .000 .500 .563 .250 .688 .000 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 1 6 7 0 0 0 0 0 2 0 2 9 Total 0 0 0 0 0 1 6 7 0 0 0 0 0 2 0 2 9 04:00 PM 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 11 04:15 PM 0 0 0 0 0 0 8 8 0 0 0 0 0 2 0 2 10 04:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 Total 0 0 0 0 0 0 23 23 0 0 0 0 0 4 0 4 27 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3 05:15 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 1 2 1 0 1 2 1 3 0 4 8 Grand Total 0 0 0 0 0 2 30 32 1 0 1 2 1 9 0 10 44 Apprch % 0 0 0 0 6.2 93.8 50 0 50 10 90 0 Total % 0 0 0 0 0 4.5 68.2 72.7 2.3 0 2.3 4.5 2.3 20.5 0 22.7 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3 05:15 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 Total Volume 0 0 0 0 0 1 2 3 1 0 1 2 1 4 0 5 10 % App. Total 0 0 0 0 33.3 66.7 50 0 50 20 80 0 PHF .000 .000 .000 .000 .000 .250 .500 .375 .250 .000 .250 .500 .250 .500 .000 .625 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 3 0 3 Right2 Thru1 Left0 Out In Total 5 3 8 Left1 Thru0 Right1 Out In Total 0 2 2 Left1 Thru4 Right0 Out In Total 2 5 7 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 +30 mins. 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 Total Volume 0 0 0 0 0 1 2 3 1 0 1 2 1 4 0 5 % App. Total 0 0 0 0 33.3 66.7 50 0 50 20 80 0 PHF .000 .000 .000 .000 .000 .250 .500 .375 .250 .000 .250 .500 .250 .500 .000 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Apprch % 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left1 Thru0 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 5 04:00 PM 0 0 0 0 0 0 4 4 0 0 0 0 0 2 0 2 6 04:15 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 2 0 2 5 04:30 PM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 4 Total 0 0 0 0 0 3 9 12 0 0 0 0 0 5 0 5 17 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 05:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 1 2 0 3 4 Total 0 0 0 0 0 2 6 8 0 0 0 0 1 7 0 8 16 Grand Total 0 0 0 0 0 5 20 25 0 0 0 0 1 12 0 13 38 Apprch % 0 0 0 0 20 80 0 0 0 7.7 92.3 0 Total % 0 0 0 0 0 13.2 52.6 65.8 0 0 0 0 2.6 31.6 0 34.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 4 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 05:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 Total Volume 0 0 0 0 0 4 6 10 0 0 0 0 0 6 0 6 16 % App. Total 0 0 0 0 40 60 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .500 .625 .000 .000 .000 .000 .000 .750 .000 .750 .667 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right6 Thru4 Left0 Out In Total 6 10 16 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru6 Right0 Out In Total 4 6 10 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 4 6 10 0 0 0 0 0 6 0 6 % App. Total 0 0 0 0 40 60 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .500 .625 .000 .000 .000 .000 .000 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 32 1 54 87 2 453 14 469 3 1 7 11 11 376 1 388 955 07:15 AM 37 0 60 97 3 568 43 614 4 0 2 6 9 377 3 389 1106 07:30 AM 36 3 48 87 5 583 47 635 6 0 1 7 15 409 3 427 1156 07:45 AM 38 2 44 84 0 615 27 642 4 1 9 14 17 403 2 422 1162 Total 143 6 206 355 10 2219 131 2360 17 2 19 38 52 1565 9 1626 4379 08:00 AM 41 1 53 95 7 562 35 604 5 4 4 13 33 393 2 428 1140 08:15 AM 37 2 69 108 4 630 31 665 5 6 3 14 18 383 0 401 1188 08:30 AM 33 33 2 43 78 1 549 35 585 2 2 4 8 8 437 2 447 1118 08:45 AM 34 4 29 67 2 527 43 572 2 4 4 10 15 412 1 428 1077 Total 145 9 194 348 14 2268 144 2426 14 16 15 45 74 1625 5 1704 4523 Grand Total 288 15 400 703 24 4487 275 4786 31 18 34 83 126 3190 14 3330 8902 Apprch % 41 2.1 56.9 0.5 93.8 5.7 37.3 21.7 41 3.8 95.8 0.4 Total % 3.2 0.2 4.5 7.9 0.3 50.4 3.1 53.8 0.3 0.2 0.4 0.9 1.4 35.8 0.2 37.4 Passenger Vehicles 280 14 396 690 23 4296 271 4590 31 18 34 83 125 2920 13 3058 8421 % Passenger Vehicles 97.2 93.3 99 98.2 95.8 95.7 98.5 95.9 100 100 100 100 99.2 91.5 92.9 91.8 94.6 Large 2 Axle Vehicles 8 1 2 11 1 71 3 75 0 0 0 0 0 102 0 102 188 % Large 2 Axle Vehicles 2.8 6.7 0.5 1.6 4.2 1.6 1.1 1.6 0 0 0 0 0 3.2 0 3.1 2.1 3 Axle Vehicles 0 0 0 0 0 57 1 58 0 0 0 0 1 77 1 79 137 % 3 Axle Vehicles 0 0 0 0 0 1.3 0.4 1.2 0 0 0 0 0.8 2.4 7.1 2.4 1.5 4 Axle Trucks 0 0 0 0 0 50 0 50 0 0 0 0 0 47 0 47 97 % 4 Axle Trucks 0 0 0 0 0 1.1 0 1 0 0 0 0 0 1.5 0 1.4 1.1 5+ Axle Trucks 0 0 2 2 0 13 0 13 0 0 0 0 0 44 0 44 59 % 5+ Axle Trucks 0 0 0.5 0.3 0 0.3 0 0.3 0 0 0 0 0 1.4 0 1.3 0.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 36 3 48 87 5 583 47 635 6 0 1 7 15 409 3 427 1156 07:45 AM 38 2 44 84 0 615 27 642 4 1 9 14 17 403 2 422 1162 08:00 AM 41 1 53 95 7 562 35 604 5 4 4 13 33 393 2 428 1140 08:15 AM 37 2 69 108 4 630 31 665 5 6 3 14 18 383 0 401 1188 Total Volume 152 8 214 374 16 2390 140 2546 20 11 17 48 83 1588 7 1678 4646 % App. Total 40.6 2.1 57.2 0.6 93.9 5.5 41.7 22.9 35.4 4.9 94.6 0.4 PHF .927 .667 .775 .866 .571 .948 .745 .957 .833 .458 .472 .857 .629 .971 .583 .980 .978 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 214 Thru8 Left 152 Out In Total 234 374 608 Right 140 Thru 2390 Left 16 Out In Total 1757 2546 4303 Left 20 Thru 11 Right 17 Out In Total 31 48 79 Left 83 Thru 1588 Right7 Out In Total 2624 1678 4302 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins. 36 3 48 87 5 583 47 635 4 1 9 14 33 393 2 428 +15 mins. 38 2 44 84 0 615 27 642 5 4 4 13 18 383 0 401 +30 mins. 41 1 53 95 7 562 35 604 5 6 3 14 8 437 2 447 +45 mins. 37 2 69 108 4 630 31 665 2 2 4 8 15 412 1 428 Total Volume 152 152 8 214 374 16 2390 140 2546 16 13 20 49 74 1625 5 1704 % App. Total 40.6 2.1 57.2 0.6 93.9 5.5 32.7 26.5 40.8 4.3 95.4 0.3 PHF .927 .667 .775 .866 .571 .948 .745 .957 .800 .542 .556 .875 .561 .930 .625 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 32 1 54 87 2 434 13 449 3 1 7 11 11 334 1 346 893 07:15 AM 34 0 58 92 3 548 41 592 4 0 2 6 9 348 3 360 1050 07:30 AM 36 3 48 87 5 564 47 616 6 0 1 7 15 369 2 386 1096 07:45 AM 37 2 43 82 0 588 27 615 4 1 9 14 17 376 2 395 1106 Total 139 6 203 348 10 2134 128 2272 17 2 19 38 52 1427 8 1487 4145 08:00 AM 40 1 53 94 7 532 34 573 5 4 4 13 32 355 2 389 1069 08:15 AM 36 2 68 106 3 601 31 635 5 6 3 14 18 353 0 371 1126 08:30 AM 31 1 43 75 1 528 35 564 2 2 4 8 8 402 2 412 1059 08:45 AM 34 4 29 67 2 501 43 546 2 4 4 10 15 383 1 399 1022 Total 141 8 193 342 13 2162 143 2318 14 16 15 45 73 1493 5 1571 4276 Grand Total 280 14 396 690 23 4296 271 4590 31 18 34 83 125 2920 13 3058 8421 Apprch % 40.6 2 57.4 0.5 93.6 5.9 37.3 21.7 41 4.1 95.5 0.4 Total % 3.3 0.2 4.7 8.2 0.3 51 3.2 54.5 0.4 0.2 0.4 1 1.5 34.7 0.2 36.3 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 36 3 48 87 5 564 47 616 6 0 1 7 15 369 2 386 1096 07:45 AM 37 2 43 82 0 588 27 615 4 1 9 14 17 376 2 395 1106 08:00 AM 40 1 53 94 7 532 34 573 5 4 4 13 32 355 2 389 1069 08:15 AM 36 2 68 106 3 601 31 635 5 6 3 14 18 353 0 371 1126 Total Volume 149 8 212 369 15 2285 139 2439 20 11 17 48 82 1453 6 1541 4397 % App. Total 40.4 2.2 57.5 0.6 93.7 93.7 5.7 41.7 22.9 35.4 5.3 94.3 0.4 PHF .931 .667 .779 .870 .536 .950 .739 .960 .833 .458 .472 .857 .641 .966 .750 .975 .976 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 212 Thru8 Left 149 Out In Total 232 369 601 Right 139 Thru 2285 Left 15 Out In Total 1619 2439 4058 Left 20 Thru 11 Right 17 Out In Total 29 48 77 Left 82 Thru 1453 Right6 Out In Total 2517 1541 4058 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins. 36 3 48 87 5 564 47 616 4 1 9 14 32 355 2 389 +15 mins. 37 2 43 82 0 588 27 615 5 4 4 13 18 353 0 371 +30 mins. 40 1 53 94 7 532 34 573 5 6 3 14 8 402 2 412 +45 mins. 36 2 68 106 3 601 31 635 2 2 4 8 15 383 1 399 Total Volume 149 8 212 369 15 2285 139 2439 16 13 20 49 73 1493 5 1571 % App. Total Total 40.4 2.2 57.5 0.6 93.7 5.7 32.7 26.5 40.8 4.6 95 0.3 PHF .931 .667 .779 .870 .536 .950 .739 .960 .800 .542 .556 .875 .570 .928 .625 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 22 0 22 30 07:15 AM 3 0 1 4 0 6 2 8 0 0 0 0 0 10 0 10 22 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 14 07:45 AM 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 22 Total 4 0 1 5 0 28 2 30 0 0 0 0 0 53 0 53 88 08:00 AM 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 27 08:15 AM 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 20 08:30 AM 2 1 0 3 0 12 0 12 0 0 0 0 0 18 0 18 33 08:45 AM 0 0 0 0 0 11 0 11 0 0 0 0 0 9 0 9 20 Total 4 1 1 6 1 43 1 45 0 0 0 0 0 49 0 49 100 Grand Total 8 1 2 11 1 71 3 75 0 0 0 0 0 102 0 102 188 Apprch % 72.7 9.1 18.2 1.3 94.7 4 0 0 0 0 100 0 Total % 4.3 0.5 1.1 5.9 0.5 37.8 1.6 39.9 0 0 0 0 0 54.3 0 54.3 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 14 07:45 AM 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 22 08:00 AM 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 27 08:15 AM 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 20 Total Volume 3 0 1 4 1 34 1 36 0 0 0 0 0 43 0 43 83 % App. Total 75 0 25 2.8 94.4 2.8 0 0 0 0 100 0 PHF .750 .000 .250 .500 .250 .850 .250 .818 .000 .000 .000 .000 .000 .717 .000 .717 .769 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right1 Thru0 Left3 Out In Total 1 4 5 Right1 Thru 34 Left1 Out In Total 46 36 82 Left0 Thru0 Right0 Out In Total 1 0 1 Left0 Thru 43 Right0 Out In Total 35 43 78 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 +15 mins. 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 +30 mins. 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 +45 mins. 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 Total Volume 3 0 1 4 1 34 1 36 0 0 0 0 0 43 0 43 % App. Total 75 0 25 2.8 94.4 2.8 0 0 0 0 100 0 PHF .750 .000 .250 .500 .250 .850 .250 .818 .000 .000 .000 .000 .000 .717 .000 .717 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 10 0 10 15 07:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 7 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 07:45 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 14 Total 0 0 0 0 0 26 1 27 0 0 0 0 0 29 1 30 57 08:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 24 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 08:45 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 14 0 14 19 Total 0 0 0 0 0 31 0 31 0 0 0 0 1 48 0 49 80 Grand Total 0 0 0 0 0 57 1 58 0 0 0 0 1 77 1 79 137 Apprch % 0 0 0 0 98.3 1.7 0 0 0 1.3 97.5 1.3 Total % 0 0 0 0 0 41.6 0.7 42.3 0 0 0 0 0.7 56.2 0.7 57.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 07:45 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 14 08:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 24 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 19 Total Volume 0 0 0 0 0 38 0 38 0 0 0 0 1 38 1 40 78 % App. Total 0 0 0 0 100 0 0 0 0 2.5 95 2.5 PHF .000 .000 .000 .000 .000 .864 .000 .864 .000 .000 .000 .000 .250 .792 .250 .769 .813 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru 38 Left0 Out In Total 38 38 76 Left0 Thru0 Right0 Out In Total 1 0 1 Left1 Thru 38 Right1 Out In Total 38 40 78 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 +15 mins. 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 +30 mins. 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 +45 mins. 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 Total Volume 0 0 0 0 0 38 0 38 0 0 0 0 1 38 1 40 % App. Total 0 0 0 0 100 0 0 0 0 2.5 95 2.5 PHF .000 .000 .000 .000 .000 .864 .000 .864 .000 .000 .000 .000 .250 .792 .250 .769 .769Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 5 0 5 11 07:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 9 0 9 16 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 14 07:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 14 Total 0 0 0 0 0 24 0 24 0 0 0 0 0 31 0 31 55 08:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 17 08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:45 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 4 0 4 13 Total 0 0 0 0 0 26 0 26 0 0 0 0 0 16 0 16 42 Grand Total 0 0 0 0 0 50 0 50 0 0 0 0 0 47 0 47 97 Apprch % 0 0 0 0 100 0 0 0 0 0 100 0 Total % 0 0 0 0 0 51.5 0 51.5 0 0 0 0 0 48.5 0 48.5 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 14 07:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 14 08:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 17 Total Volume 0 0 0 0 0 26 0 26 0 0 0 0 0 28 0 28 54 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .722 .000 .722 .000 .000 .000 .000 .000 .700 .000 .700 .794 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru 26 Left0 Out In Total 28 26 54 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 28 Right0 Out In Total 26 28 54 Peak Hour Begins at 07:30 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 +15 mins. 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 +30 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 +45 mins. 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 Total Volume 0 0 0 0 0 26 0 26 0 0 0 0 0 28 0 28 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .722 .000 .722 .000 .000 .000 .000 .000 .700 .000 .700 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 07:15 AM 0 0 1 1 0 3 0 3 0 0 0 0 0 7 0 7 11 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 11 07:45 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 6 Total 0 0 2 2 0 7 0 7 0 0 0 0 0 25 0 25 34 08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 11 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Total 0 0 0 0 0 6 0 6 0 0 0 0 0 19 0 19 25 Grand Total 0 0 2 2 0 13 0 13 0 0 0 0 0 44 0 44 59 Apprch % 0 0 100 0 100 0 0 0 0 0 100 0 Total % 0 0 3.4 3.4 0 22 0 22 0 0 0 0 0 74.6 0 74.6 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 11 07:45 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 6 08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 11 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 26 0 26 34 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .000 .722 .000 .722 .773 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right1 Thru0 Left0 Out In Total 0 1 1 Right0 Thru7 Left0 Out In Total 26 7 33 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 26 Right0 Out In Total 8 26 34 Peak Hour Begins at 07:30 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 +15 mins. 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 +45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 26 0 26 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .000 .722 .000 .722 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5 + Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 67 5 17 89 4 476 27 507 2 2 4 8 33 568 4 605 1209 04:15 PM 68 3 11 82 6 463 30 499 3 1 3 7 30 531 6 567 1155 04:30 PM 62 1 20 83 6 429 46 481 0 1 0 1 36 604 3 643 1208 04:45 PM 78 3 22 103 2 404 52 458 4 0 7 11 33 547 3 583 1155 Total 275 12 70 357 18 1772 155 1945 9 4 14 27 132 2250 16 2398 4727 05:00 PM 84 2 17 103 4 449 37 490 0 0 4 4 34 626 8 668 1265 05:15 PM 104 6 21 131 3 404 51 458 1 2 5 8 39 651 3 693 1290 05:30 PM 116 3 16 135 2 441 33 476 2 2 1 5 40 637 12 689 1305 05:45 PM 77 1 12 90 6 397 54 457 7 1 4 12 44 608 8 660 1219 Total 381 12 66 459 15 1691 175 1881 10 5 14 29 157 2522 31 2710 5079 Grand Total 656 24 136 816 33 3463 330 3826 19 9 28 56 289 4772 47 5108 9806 Apprch % 80.4 2.9 16.7 0.9 90.5 8.6 33.9 16.1 50 5.7 93.4 0.9 Total % 6.7 0.2 1.4 8.3 0.3 35.3 3.4 39 0.2 0.1 0.3 0.6 2.9 48.7 0.5 52.1 Passenger Vehicles 656 24 136 816 33 3347 328 3708 19 9 27 55 288 4709 47 5044 9623 % Passenger Vehicles 100 100 100 100 100 96.7 99.4 96.9 100 100 96.4 98.2 99.7 98.7 100 98.7 98.1 Large 2 Axle Vehicles 0 0 0 0 0 67 2 69 0 0 1 1 1 30 0 31 101 % Large 2 Axle Vehicles 0 0 0 0 0 1.9 0.6 1.8 0 0 3.6 1.8 0.3 0.6 0 0.6 1 3 Axle Vehicles 0 0 0 0 0 27 0 27 0 0 0 0 0 12 0 12 39 % 3 Axle Vehicles 0 0 0 0 0 0.8 0 0.7 0 0 0 0 0 0.3 0 0.2 0.4 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 + Axle Trucks 0 0 0 0 0 22 0 22 0 0 0 0 0 20 0 20 42 % 5 + Axle Trucks 0 0 0 0 0 0.6 0 0.6 0.6 0 0 0 0 0 0.4 0 0.4 0.4 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 84 2 17 103 4 449 37 490 0 0 4 4 34 626 8 668 1265 05:15 PM 104 6 21 131 3 404 51 458 1 2 5 8 39 651 3 693 1290 05:30 PM 116 3 16 135 2 441 33 476 2 2 1 5 40 637 12 689 1305 05:45 PM 77 1 12 90 6 397 54 457 7 1 4 12 44 608 8 660 1219 Total Volume 381 12 66 459 15 1691 175 1881 10 5 14 29 157 2522 31 2710 5079 % App. Total 83 2.6 14.4 0.8 89.9 9.3 34.5 17.2 48.3 5.8 93.1 1.1 PHF .821 .500 .786 .850 .625 .942 .810 .960 .357 .625 .700 .604 .892 .969 .646 .978 .973 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 66 Thru 12 Left 381 Out In Total 337 459 796 Right 175 Thru 1691 Left 15 Out In Total 2917 1881 4798 Left 10 Thru5 Right 14 Out In Total 58 29 87 Left 157 Thru 2522 Right 31 Out In Total 1767 2710 4477 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5 + Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 05:00 PM +0 mins. 78 3 22 103 4 476 27 507 0 0 4 4 34 626 8 668 +15 mins. 84 2 17 103 6 463 30 499 1 2 5 8 39 651 3 693 +30 mins. 104 6 21 131 6 429 46 481 2 2 1 5 40 637 12 689 +45 mins. 116 3 16 135 2 404 52 458 7 1 4 12 44 608 8 660 Total Volume 382 14 76 472 18 1772 155 1945 10 5 14 29 157 2522 31 2710 % App. Total 80.9 3 16.1 0.9 91.1 8 34.5 17.2 48.3 5.8 93.1 1.1 PHF .823 .583 .864 .874 .750 .931 .745 .959 .357 .625 .700 .604 .892 .969 .646 .978 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 67 5 17 89 4 451 27 482 2 2 4 8 33 556 4 593 1172 04:15 PM 68 3 11 82 6 440 30 476 3 1 2 6 29 524 6 559 1123 04:30 PM 62 1 20 83 6 415 45 466 0 1 0 1 36 595 3 634 1184 04:45 PM 78 3 22 103 2 391 51 444 4 0 7 11 33 538 3 574 1132 Total 275 12 70 357 18 1697 153 1868 9 4 13 26 131 2213 16 2360 4611 05:00 PM 84 2 17 103 4 432 37 473 0 0 4 4 34 619 8 661 1241 05:15 PM 104 6 21 131 3 392 51 446 1 2 5 8 39 646 3 688 1273 05:30 PM 116 3 16 135 2 435 33 470 2 2 1 5 40 633 12 685 1295 05:45 PM 77 1 12 90 6 391 54 451 7 1 4 12 44 598 8 650 1203 Total 381 12 66 459 15 1650 175 1840 10 5 14 29 157 2496 31 2684 5012 Grand Total 656 24 136 816 33 3347 328 3708 19 9 27 55 288 4709 47 5044 9623 Apprch % 80.4 2.9 16.7 0.9 90.3 8.8 34.5 16.4 49.1 5.7 93.4 0.9 Total % 6.8 0.2 1.4 8.5 0.3 34.8 3.4 38.5 0.2 0.1 0.3 0.6 3 48.9 0.5 52.4 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 84 2 17 103 4 432 37 473 0 0 4 4 34 619 8 661 1241 05:15 PM 104 6 21 131 3 392 51 446 1 2 5 8 39 646 3 688 1273 05:30 PM 116 3 16 135 2 435 33 470 2 2 1 5 40 633 12 685 1295 05:45 PM 77 1 12 90 6 391 54 451 7 1 4 12 44 598 8 650 1203 Total Volume 381 12 66 459 15 1650 175 1840 10 5 14 29 157 2496 31 2684 5012 % App. Total 83 2.6 14.4 0.8 89.7 9.5 34.5 17.2 48.3 5.8 93 1.2 PHF .821 .500 .786 .850 .625 .948 .810 .973 .357 .625 .700 .604 .892 .966 .646 .975 .968 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 66 Thru 12 Left 381 Out In Total 337 459 796 Right 175 Thru 1650 Left 15 Out In Total 2891 1840 4731 Left 10 Thru5 Right 14 Out In Total 58 29 87 Left 157 Thru 2496 Right 31 Out In Total 1726 2684 4410 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 05:00 PM +0 mins. 78 3 22 103 4 451 27 482 0 0 4 4 34 619 8 661 +15 mins. 84 2 17 103 6 440 30 476 1 2 5 8 39 646 3 688 +30 mins. 104 6 21 131 6 415 45 466 2 2 1 5 40 633 12 685 +45 mins. 116 3 16 135 2 391 51 444 7 1 4 12 44 598 8 650 Total Volume 382 14 76 472 18 1697 153 1868 10 5 14 29 157 2496 31 2684 % App. Total 80.9 3 16.1 1 90.8 8.2 34.5 17.2 48.3 5.8 93 1.2 PHF .823 .583 .864 .874 .750 .941 .750 .969 .357 .625 .700 .604 .892 .966 .646 .975 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 8 0 8 0 0 0 0 0 5 0 5 13 04:15 PM 0 0 0 0 0 8 0 8 0 0 1 1 1 4 0 5 14 04:30 PM 0 0 0 0 0 10 1 11 0 0 0 0 0 3 0 3 14 04:45 PM 0 0 0 0 0 10 1 11 0 0 0 0 0 4 0 4 15 Total 0 0 0 0 0 36 2 38 0 0 1 1 1 16 0 17 56 05:00 PM 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 20 05:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 12 Total 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 45 Grand Total 0 0 0 0 0 67 2 69 0 0 1 1 1 30 0 31 101 Apprch Apprch % 0 0 0 0 97.1 2.9 0 0 100 3.2 96.8 0 Total % 0 0 0 0 0 66.3 2 68.3 0 0 1 1 1 29.7 0 30.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 20 05:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 12 Total Volume 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 45 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .456 .000 .456 .000 .000 .000 .000 .000 .500 .000 .500 .563 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru 31 Left0 Out In Total 14 31 45 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 14 Right0 Out In Total 31 14 45 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 +15 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 Total Volume 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .456 .000 .456 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 13 0 13 0 0 0 0 0 1 0 1 14 04:15 PM 0 0 0 0 0 9 0 9 0 0 0 0 0 1 0 1 10 04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Total 0 0 0 0 0 25 0 25 0 0 0 0 0 8 0 8 33 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 Grand Total 0 0 0 0 0 27 0 27 0 0 0 0 0 12 0 12 39 Apprch % 0 0 0 0 100 0 0 0 0 0 0 100 0 Total % 0 0 0 0 0 69.2 0 69.2 0 0 0 0 0 30.8 0 30.8 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru2 Left0 Out In Total 4 2 6 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru4 Right0 Out In Total 2 4 6 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 0 0 0 0 0 0 100 0 Total % % 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5 + Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 5 0 5 9 04:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5 Total 0 0 0 0 0 14 0 14 0 0 0 0 0 12 0 12 26 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 05:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 Total 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 16 Grand Total 0 0 0 0 0 22 0 22 0 0 0 0 0 20 0 20 42 Apprch % 0 0 0 0 100 0 0 0 0 0 100 0 Total % 0 0 0 0 0 52.4 0 52.4 0 0 0 0 0 47.6 0 47.6 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 05:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 16 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .667 .000 .667 .800 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru8 Left0 Out In Total 8 8 16 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru8 Right0 Out In Total 8 8 16 Peak Hour Begins at 05:00 PM 5 + Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 +15 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .667 .000 .667 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 56 261 317 258 17 275 150 247 397 989 07:15 AM 62 339 401 275 36 311 205 213 418 1130 07:30 AM 53 316 369 256 32 288 183 208 391 1048 07:45 AM 52 356 408 276 37 313 243 243 486 1207 Total 223 1272 1495 1065 122 1187 781 911 1692 4374 08:00 AM 51 282 333 316 46 362 212 180 392 1087 08:15 AM 26 351 377 256 44 300 241 202 443 1120 08:30 AM 45 332 377 219 39 258 225 218 443 1078 08:45 AM 30 357 387 278 44 322 262 230 492 1201 Total 152 1322 1474 1069 173 1242 940 830 1770 4486 Grand Grand Total 375 2594 2969 2134 295 2429 1721 1741 3462 8860 Apprch % 12.6 87.4 87.9 12.1 49.7 50.3 Total % 4.2 29.3 33.5 24.1 3.3 27.4 19.4 19.7 39.1 Passenger Vehicles 361 2516 2877 2036 282 2318 1601 1595 3196 8391 % Passenger Vehicles 96.3 97 96.9 95.4 95.6 95.4 93 91.6 92.3 94.7 Large 2 Axle Vehicles 6 31 37 31 8 39 55 55 110 186 % Large 2 Axle Vehicles 1.6 1.2 1.2 1.5 2.7 1.6 3.2 3.2 3.2 2.1 3 Axle Vehicles 7 22 29 29 4 33 16 51 67 129 % 3 Axle Vehicles 1.9 0.8 1 1.4 1.4 1.4 0.9 2.9 1.9 1.5 4 Axle Trucks 0 24 24 23 0 23 22 24 46 93 % 4 Axle Trucks 0 0.9 0.8 1.1 0 0.9 1.3 1.4 1.3 1 5+ Axle Trucks 1 1 2 15 1 16 27 16 43 61 % 5+ Axle Trucks 0.3 0 0.1 0.7 0.3 0.7 1.6 0.9 1.2 0.7 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 52 356 408 276 37 313 243 243 486 1207 08:00 AM 51 282 333 316 46 362 212 180 392 1087 08:15 AM 26 351 377 256 44 300 241 202 443 1120 08:30 AM 45 332 377 219 39 258 225 218 443 1078 Total Volume 174 1321 1495 1067 166 1233 921 843 1764 4492 % App. Total 11.6 88.4 86.5 13.5 52.2 47.8 PHF .837 .928 .916 .844 .902 .852 .948 .867 .907 .930 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 1321 Left 174 Out In Total 1087 1495 2582 Left 1067 Right 166 Out In Total 1017 1233 2250 Thru 921 Right 843 Out In Total 2388 1764 4152 Peak Hour Begins at 07:45 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 08:00 AM +0 mins. 62 339 401 275 36 311 212 180 392 +15 mins. 53 316 369 256 32 288 241 202 443 +30 mins. 52 356 408 276 37 313 225 218 443 +45 mins. 51 282 333 316 46 362 262 230 492 Total Volume 218 1293 1511 1123 151 1274 940 830 1770 % App. Total 14.4 85.6 88.1 11.9 53.1 46.9 PHF .879 .908 .926 .888 .821 .880 .897 .902 .899 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 54 257 311 248 16 264 131 228 359 934 07:15 AM 62 333 395 265 35 300 192 193 385 1080 07:30 AM 51 308 359 252 30 282 164 185 349 990 07:45 AM 50 351 401 262 36 298 228 232 460 1159 Total 217 1249 1466 1027 117 1144 715 838 1553 4163 08:00 AM 47 272 319 298 43 341 202 167 369 1029 08:15 AM 26 336 362 239 42 281 223 185 408 1051 08:30 AM 44 321 365 207 38 245 215 190 405 1015 08:45 AM 27 338 365 265 42 307 246 215 461 1133 Total 144 1267 1411 1009 165 1174 886 757 1643 4228 Grand Total 361 2516 2877 2036 282 2318 1601 1595 3196 8391 Apprch % 12.5 87.5 87.8 12.2 50.1 49.9 Total % 4.3 30 34.3 24.3 3.4 27.6 19.1 19 38.1 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 50 351 401 262 36 298 228 232 460 1159 08:00 AM 47 272 319 298 43 341 202 167 369 1029 08:15 AM 26 336 362 239 42 281 223 185 408 1051 08:30 AM 44 321 365 207 38 245 215 190 405 1015 Total Volume 167 1280 1447 1006 159 1165 868 774 1642 4254 % App. Total 11.5 88.5 86.4 13.6 52.9 47.1 PHF .835 .912 .902 .844 .924 .854 .952 .834 .892 .918 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 1280 Left 167 Out In Total 1027 1447 2474 Left 1006 Right 159 Out In Total 941 1165 2106 Thru 868 Right 774 Out In Total 2286 1642 3928 Peak Hour Begins at 07:45 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 50 351 401 262 36 298 228 232 460 +15 mins. 47 272 319 298 43 341 202 167 369 +30 mins. 26 336 362 239 42 281 223 185 408 +45 mins. 44 321 365 207 38 245 215 190 405 Total Volume 167 1280 1447 1006 159 1165 868 774 1642 % App. Total 11.5 88.5 86.4 13.6 52.9 47.1 PHF .835 .912 .902 .844 .924 .854 .952 .834 .892 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 3 4 5 0 5 10 9 19 28 07:15 AM 0 2 2 5 0 5 4 9 13 20 07:30 AM 1 3 4 1 1 2 5 6 11 17 07:45 AM 1 2 3 4 1 5 6 4 10 18 Total 3 10 13 15 2 17 25 28 53 83 08:00 AM 1 4 5 5 2 7 6 4 10 22 08:15 AM 0 5 5 3 1 4 9 7 16 25 08:30 AM 0 6 6 4 1 5 4 11 15 26 08:45 AM 2 6 8 4 2 6 11 5 16 30 Total 3 21 24 16 6 22 30 27 57 103 Grand Total 6 31 37 31 8 39 55 55 110 186 Apprch % 16.2 83.8 79.5 20.5 50 50 Total % 3.2 16.7 19.9 16.7 4.3 21 29.6 29.6 59.1 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 2 3 4 1 5 6 4 10 18 08:00 AM 1 4 5 5 2 7 6 4 10 22 08:15 AM 0 5 5 3 1 4 9 7 16 25 08:30 AM 0 6 6 4 1 5 4 11 15 26 Total Volume 2 17 19 16 5 21 25 26 51 91 % App. Total 10.5 89.5 76.2 23.8 49 51 PHF .500 .708 .792 .800 .625 .750 .694 .591 .797 .875 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 17 Left2 Out In Total 30 19 49 Left 16 Right5 Out In Total 28 21 49 Thru 25 Right 26 Out In Total 33 51 84 Peak Hour Begins at 07:45 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 1 2 3 4 1 5 6 4 10 +15 mins. 1 4 5 5 2 7 6 4 10 +30 mins. 0 5 5 3 1 4 9 7 16 +45 mins. 0 6 6 4 1 5 4 11 15 Total Volume 2 17 19 16 5 21 25 26 51 % App. Total 10.5 89.5 76.2 23.8 49 51 PHF .500 .708 .792 .800 .625 .750 .694 .591 .797 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 0 1 1 0 1 1 4 5 7 07:15 AM 0 0 0 2 1 3 1 3 4 7 07:30 AM 1 3 4 1 1 2 3 8 11 17 07:45 AM 1 2 3 4 0 4 2 3 5 12 Total 3 5 8 8 2 10 7 18 25 43 08:00 AM 2 2 4 3 1 4 2 6 8 16 08:15 AM 0 4 4 9 1 10 4 6 10 24 08:30 AM 1 4 5 2 0 2 1 13 14 21 08:45 AM 1 7 8 7 0 7 2 8 10 25 Total 4 17 21 21 2 23 9 33 42 86 Grand Total 7 22 29 29 4 33 16 51 67 129 Apprch % 24.1 75.9 87.9 12.1 23.9 76.1 Total % 5.4 17.1 22.5 22.5 3.1 25.6 12.4 39.5 51.9 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 2 3 4 0 4 2 3 5 12 08:00 AM 2 2 4 3 1 4 2 6 8 16 08:15 AM 0 4 4 9 1 10 4 6 10 24 08:30 AM 1 4 5 2 0 2 1 13 14 21 Total Volume 4 12 16 18 2 20 9 28 37 73 % App. Total 25 75 90 10 24.3 75.7 PHF .500 .750 .800 .500 .500 .500 .563 .538 .661 .760 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 12 Left4 Out In Total 11 16 27 Left 18 Right2 Out In Total 32 20 52 Thru9 Right 28 Out In Total 30 37 67 Peak Hour Begins at 07:45 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 1 2 3 4 0 4 2 3 5 +15 mins. 2 2 4 3 1 4 2 6 8 +30 mins. 0 4 4 9 1 10 4 6 10 +45 mins. 1 4 5 2 0 2 1 13 14 Total Volume 4 12 16 18 2 20 9 28 37 % App. Total 25 75 90 10 24.3 75.7 PHF .500 .750 .800 .500 .500 .500 .563 .538 .661 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 2 0 2 1 3 4 7 07:15 AM 0 4 4 3 0 3 5 4 9 16 07:30 AM 0 2 2 2 0 2 3 7 10 14 07:45 AM 0 1 1 6 0 6 5 2 7 14 Total 0 8 8 13 0 13 14 16 30 51 08:00 AM 0 4 4 4 0 4 1 2 3 11 08:15 AM 0 5 5 4 0 4 2 2 4 13 08:30 AM 0 1 1 1 0 1 3 2 5 7 08:45 AM 0 6 6 1 0 1 2 2 4 11 Total 0 16 16 10 0 10 8 8 16 42 Grand Total 0 24 24 23 0 23 22 24 46 93 Apprch % 0 100 100 0 47.8 52.2 Total % 0 25.8 25.8 24.7 0 24.7 23.7 25.8 49.5 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 1 1 6 0 6 5 2 7 14 08:00 AM 0 4 4 4 0 4 1 2 3 11 08:15 AM 0 5 5 4 0 4 2 2 4 13 08:30 AM 0 1 1 1 0 1 3 2 5 7 Total Volume 0 11 11 15 0 15 11 8 19 45 % App. Total 0 100 100 0 57.9 42.1 PHF .000 .550 .550 .625 .000 .625 .550 1.000 .679 .804 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 11 Left0 Out In Total 11 11 22 Left 15 Right0 Out In Total 8 15 23 Thru 11 Right8 Out In Total 26 19 45 Peak Hour Begins at 07:45 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 1 1 6 0 6 5 2 7 +15 mins. 0 4 4 4 0 4 1 2 3 +30 mins. 0 5 5 4 0 4 2 2 4 +45 mins. 0 1 1 1 0 1 3 2 5 Total Volume 0 11 11 15 0 15 11 8 19 % App. Total 0 100 100 0 57.9 42.1 PHF .000 .550 .550 .625 .000 .625 .550 1.000 .679 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 2 1 3 7 3 10 13 07:15 AM 0 0 0 0 0 0 3 4 7 7 07:30 AM 0 0 0 0 0 0 8 2 10 10 07:45 AM 0 0 0 0 0 0 2 2 4 4 Total 0 0 0 2 1 3 20 11 31 34 08:00 AM 1 0 1 6 0 6 1 1 2 9 08:15 AM 0 1 1 1 0 1 3 2 5 7 08:30 AM 0 0 0 5 0 5 2 2 4 9 08:45 AM 0 0 0 1 0 1 1 0 1 2 Total 1 1 2 13 0 13 7 5 12 27 Grand Total 1 1 2 15 1 16 27 16 43 61 Apprch % 50 50 93.8 6.2 62.8 37.2 Total % 1.6 1.6 3.3 24.6 1.6 26.2 44.3 26.2 70.5 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 2 2 4 4 08:00 AM 1 0 1 6 0 6 1 1 2 9 08:15 AM 0 1 1 1 0 1 3 2 5 7 08:30 AM 0 0 0 5 0 5 2 2 4 9 Total Volume 1 1 2 12 0 12 8 7 15 29 % App. Total 50 50 100 0 53.3 46.7 PHF .250 .250 .500 .500 .000 .500 .667 .875 .750 .806 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru1 Left1 Out In Total 8 2 10 Left 12 Right0 Out In Total 8 12 20 Thru8 Right7 Out In Total 13 15 28 Peak Hour Begins at 07:45 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 0 2 2 4 +15 mins. 1 0 1 6 0 6 1 1 2 +30 mins. 0 1 1 1 0 1 3 2 5 +45 mins. 0 0 0 5 0 5 2 2 4 Total Volume 1 1 2 12 0 12 8 7 15 % App. Total 50 50 100 0 53.3 46.7 PHF .250 .250 .500 .500 .000 .500 .667 .875 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 63 254 317 260 82 342 351 306 657 1316 04:15 PM 51 240 291 260 85 345 350 259 609 1245 04:30 PM 67 222 289 268 97 365 350 282 632 1286 04:45 PM 64 209 273 268 100 368 358 287 645 1286 Total 245 925 1170 1056 364 1420 1409 1134 2543 5133 05:00 PM 69 271 340 236 88 324 451 318 769 1433 05:15 PM 68 209 277 268 112 380 392 327 719 1376 05:30 PM 56 197 253 284 114 398 407 360 767 1418 05:45 PM 75 222 297 251 107 358 401 327 728 1383 Total 268 899 1167 1039 421 1460 1651 1332 2983 5610 Grand Total 513 1824 2337 2095 785 2880 3060 2466 5526 10743 Apprch % 22 78 72.7 27.3 55.4 44.6 Total % 4.8 17 21.8 19.5 7.3 26.8 28.5 23 51.4 Passenger Vehicles 506 1777 2283 2023 782 2805 3030 2436 5466 10554 % Passenger Vehicles 98.6 97.4 97.7 96.6 99.6 97.4 99 98.8 98.9 98.2 Large 2 Axle Vehicles 7 29 36 40 3 43 12 17 29 108 % Large 2 Axle Vehicles 1.4 1.6 1.5 1.9 0.4 1.5 0.4 0.7 0.5 1 3 Axle Vehicles 0 6 6 21 0 21 4 6 10 37 % 3 Axle Vehicles 0 0.3 0.3 1 0 0.7 0.1 0.2 0.2 0.3 4 Axle Trucks 0 0 0 1 0 1 0 0 0 1 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 12 12 10 0 10 14 7 21 43 % 5+ Axle Trucks 0 0.7 0.5 0.5 0 0.3 0.5 0.3 0.4 0.4 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 69 271 340 236 88 324 451 318 769 1433 05:15 PM 68 209 277 268 112 112 380 392 327 719 1376 05:30 PM 56 197 253 284 114 398 407 360 767 1418 05:45 PM 75 222 297 251 107 358 401 327 728 1383 Total Volume 268 899 1167 1039 421 1460 1651 1332 2983 5610 % App. Total 23 77 71.2 28.8 55.3 44.7 PHF .893 .829 .858 .915 .923 .917 .915 .925 .970 .979 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 899 Left 268 Out In Total 2072 1167 3239 Left 1039 Right 421 Out In Total 1600 1460 3060 Thru 1651 Right 1332 Out In Total 1938 2983 4921 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 05:00 PM +0 mins. 51 240 291 268 100 368 451 318 769 +15 mins. 67 222 289 236 88 324 392 327 719 +30 mins. 64 209 273 268 112 380 407 360 767 +45 mins. 69 271 340 284 114 398 401 327 728 Total Volume 251 942 1193 1056 414 1470 1651 1332 2983 % App. Total 21 79 71.8 28.2 55.3 44.7 PHF .909 .869 .877 .930 .908 .923 .915 .925 .970 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 63 246 309 245 82 327 347 302 649 1285 04:15 PM 49 233 282 244 84 328 346 255 601 1211 04:30 PM 67 218 285 257 97 354 346 277 623 1262 04:45 PM 63 199 262 262 100 362 354 285 639 1263 Total 242 896 1138 1008 363 1371 1393 1119 2512 5021 05:00 PM 68 266 334 225 87 312 447 314 761 1407 05:15 PM 68 203 271 262 111 373 389 324 713 1357 05:30 PM 56 194 250 279 114 393 405 356 761 1404 05:45 PM 72 218 290 249 107 356 396 323 719 1365 Total 264 881 1145 1015 419 1434 1637 1317 2954 5533 Grand Total 506 1777 2283 2023 782 2805 3030 2436 5466 10554 Apprch % % 22.2 77.8 72.1 27.9 55.4 44.6 Total % 4.8 16.8 21.6 19.2 7.4 26.6 28.7 23.1 51.8 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 68 266 334 225 87 312 447 314 761 1407 05:15 PM 68 203 271 262 111 373 389 324 713 1357 05:30 PM 56 194 250 279 114 393 405 356 761 1404 05:45 PM 72 218 290 249 107 356 396 323 719 1365 Total Volume 264 881 1145 1015 419 1434 1637 1317 2954 5533 % App. Total 23.1 76.9 70.8 29.2 55.4 44.6 PHF .917 .828 .857 .909 .919 .912 .916 .925 .970 .983 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 881 Left 264 Out In Total 2056 1145 3201 Left 1015 Right 419 Out In Total 1581 1434 3015 Thru 1637 Right 1317 Out In Total 1896 2954 4850 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 05:00 PM +0 mins. 49 233 282 262 100 362 447 314 761 +15 mins. 67 218 285 225 87 312 389 324 713 +30 mins. 63 199 262 262 111 373 405 356 761 +45 mins. 68 266 334 279 114 393 396 323 719 Total Volume 247 916 1163 1028 412 1440 1637 1317 2954 % App. Total 21.2 78.8 71.4 28.6 55.4 44.6 PHF .908 .861 .871 .921 .904 .916 .916 .925 .970 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 3 3 3 0 3 0 1 1 7 04:15 PM 2 3 5 7 1 8 2 3 5 18 04:30 PM 0 3 3 6 0 6 2 3 5 14 04:45 PM 1 8 9 4 0 4 2 1 3 16 Total 3 17 20 20 1 21 6 8 14 55 05:00 PM 1 5 6 11 1 12 2 2 4 22 05:15 PM 0 2 2 4 1 5 1 2 3 10 05:30 PM 0 2 2 3 0 3 0 2 2 7 05:45 PM 3 3 6 2 0 2 3 3 6 14 Total 4 12 16 20 2 22 6 9 15 53 Grand Total 7 29 36 40 3 43 12 17 29 108 Apprch % 19.4 80.6 93 7 41.4 58.6 Total % 6.5 26.9 33.3 37 2.8 39.8 11.1 15.7 26.9 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 5 6 11 1 12 2 2 4 22 05:15 PM 0 2 2 4 1 5 1 2 3 10 05:30 PM 0 2 2 3 0 3 0 2 2 7 05:45 PM 3 3 6 2 0 2 3 3 6 14 Total Volume 4 12 16 20 2 22 6 9 15 53 % App. Total 25 75 90.9 9.1 40 60 PHF .333 .600 .667 .455 .500 .458 .500 .750 .625 .602 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 12 Left4 Out In Total 8 16 24 Left 20 Right2 Out In Total 13 22 35 Thru6 Right9 Out In Total 32 15 47 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 1 5 6 11 1 12 2 2 4 +15 mins. 0 2 2 4 1 5 1 2 3 +30 mins. 0 2 2 3 0 3 0 2 2 +45 mins. 3 3 6 2 0 2 3 3 6 Total Volume 4 12 16 20 2 22 6 9 15 % App. Total 25 75 90.9 9.1 40 60 PHF .333 .600 .667 .455 .500 .458 .500 .750 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 3 3 9 0 9 0 2 2 14 04:15 PM 0 1 1 6 0 6 1 0 1 8 04:30 PM 0 0 0 4 0 4 1 1 2 6 04:45 PM 0 1 1 1 0 1 1 0 1 3 Total 0 5 5 20 0 20 3 3 6 31 05:00 PM 0 0 0 0 0 0 0 1 1 1 05:15 PM 0 1 1 1 0 1 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 1 1 1 0 1 1 3 4 6 Grand Total 0 6 6 21 0 21 4 6 10 37 Apprch % 0 100 100 0 40 60 Total % 0 16.2 16.2 56.8 0 56.8 10.8 16.2 27 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 1 1 1 05:15 PM 0 1 1 1 0 1 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 1 0 1 1 3 4 6 % App. Total 0 100 100 0 25 75 PHF .000 .250 .250 .250 .000 .250 .250 .375 .333 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru1 Left0 Out In Total 1 1 2 Left1 Right0 Out In Total 3 1 4 Thru1 Right3 Out In Total 2 4 6 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 1 1 +15 mins. 0 1 1 1 0 1 0 0 0 +30 mins. 0 0 0 0 0 0 1 2 3 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 1 0 1 1 3 4 % App. Total 0 100 100 0 25 75 PHF .000 .250 .250 .250 .000 .250 .250 .375 .333 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 1 0 1 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 1 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 1 0 1 0 0 0 1 Apprch % 0 0 100 0 0 0 Total % 0 0 0 100 0 100 0 0 0 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 2 2 2 0 2 4 1 5 9 04:15 PM 0 3 3 3 0 3 1 1 2 8 04:30 PM 0 1 1 1 0 1 1 1 2 4 04:45 PM 0 1 1 1 0 1 1 1 2 4 Total 0 7 7 7 0 7 7 4 11 25 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 3 3 1 0 1 2 1 3 7 05:30 PM 0 1 1 2 0 2 1 0 1 4 05:45 PM 0 1 1 0 0 0 2 1 3 4 Total 0 5 5 3 0 3 7 3 10 18 Grand Total 0 12 12 10 0 10 14 7 21 43 Apprch % 0 100 100 0 66.7 33.3 Total % 0 27.9 27.9 23.3 0 23.3 32.6 16.3 48.8 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 3 3 1 0 1 2 1 3 7 05:30 PM 0 1 1 2 0 2 1 0 1 4 05:45 PM 0 1 1 0 0 0 2 1 3 4 Total Volume 0 5 5 3 0 3 7 3 10 18 % App. Total 0 100 100 0 70 30 PHF .000 .417 .417 .375 .000 .375 .875 .750 .833 .643 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru5 Left0 Out In Total 7 5 12 Left3 Right0 Out In Total 3 3 6 Thru7 Right3 Out In Total 8 10 18 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 2 1 3 +15 mins. 0 3 3 1 0 1 2 1 3 +30 mins. 0 1 1 2 0 2 1 0 1 +45 mins. 0 1 1 0 0 0 2 1 3 Total Volume 0 5 5 3 0 3 7 3 10 % App. Total 0 100 100 0 70 30 PHF .000 .417 .417 .375 .000 .375 .875 .750 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 80 250 330 30 37 67 310 45 355 752 07:15 AM 70 308 378 14 7 21 230 45 275 674 07:30 AM 52 262 314 54 14 68 217 35 252 634 07:45 AM 37 314 351 26 30 56 243 38 281 688 Total 239 1134 1373 124 88 212 1000 163 1163 2748 08:00 AM 51 262 313 32 15 47 212 40 252 612 08:15 AM 28 239 267 43 13 56 203 33 236 559 08:30 AM 17 216 233 36 23 59 214 35 249 541 08:45 AM 26 306 332 42 16 58 250 30 280 670 Total 122 1023 1145 153 67 220 879 138 1017 2382 Grand Total 361 2157 2518 277 155 432 1879 301 2180 5130 Apprch % 14.3 85.7 64.1 35.9 86.2 13.8 Total % 7 42 49.1 5.4 3 8.4 36.6 5.9 42.5 Passenger Vehicles 359 2042 2401 267 147 414 1687 293 1980 4795 % Passenger Vehicles 99.4 94.7 95.4 96.4 94.8 95.8 89.8 97.3 90.8 93.5 Large 2 Axle Vehicles 2 57 59 10 6 16 118 6 124 199 % Large 2 Axle Vehicles 0.6 2.6 2.3 3.6 3.9 3.7 6.3 2 5.7 3.9 3 Axle Vehicles 0 29 29 0 1 1 28 1 29 59 % 3 Axle Vehicles 0 1.3 1.2 0 0.6 0.2 1.5 0.3 1.3 1.2 4 Axle Trucks 0 0 0 0 0 0 18 0 18 18 % 4 Axle Trucks 0 0 0 0 0 0 1 0 0.8 0.4 5+ Axle Trucks 0 29 29 0 1 1 28 1 29 59 % 5+ Axle Trucks 0 1.3 1.2 0 0.6 0.2 1.5 0.3 1.3 1.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 80 250 330 30 37 67 310 45 355 752 07:15 AM 70 308 378 14 7 21 230 45 275 674 07:30 AM 52 262 314 54 14 68 217 35 252 634 07:45 AM 37 314 351 26 30 56 243 38 281 688 Total Volume 239 1134 1373 124 88 212 1000 163 1163 2748 % App. Total 17.4 82.6 58.5 41.5 86 14 PHF .747 .903 .908 .574 .595 .779 .806 .906 .819 .914 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1134 Left 239 Out In Total 1088 1373 2461 Left 124 Right 88 Out In Total 402 212 614 Thru 1000 Right 163 Out In Total 1258 1163 2421 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:00 AM +0 mins. 80 250 330 54 14 68 310 45 355 +15 mins. 70 308 378 26 30 56 230 45 275 +30 mins. 52 262 314 32 15 47 217 35 252 +45 mins. 37 314 351 43 13 56 243 38 281 Total Volume 239 1134 1373 155 72 227 1000 163 1163 % App. Total 17.4 82.6 68.3 31.7 86 14 PHF .747 .903 .908 .718 .600 .835 .806 .906 .819 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 80 243 323 28 35 63 291 44 335 721 07:15 AM 69 303 372 13 6 19 209 45 254 645 07:30 AM 52 248 300 52 14 66 192 35 227 593 07:45 AM 36 295 331 26 28 54 209 36 245 630 Total 237 1089 1326 119 83 202 901 160 1061 2589 08:00 AM 51 247 298 30 15 45 202 40 242 585 08:15 AM 28 230 258 40 13 53 182 32 214 525 08:30 AM 17 195 212 36 21 57 180 35 215 484 08:45 AM 26 281 307 42 15 57 222 26 248 612 Total 122 953 1075 148 64 212 786 133 919 2206 Grand Total 359 2042 2401 267 147 414 1687 293 1980 4795 Apprch % 15 85 64.5 35.5 85.2 14.8 Total % 7.5 42.6 50.1 5.6 3.1 8.6 35.2 6.1 6.1 41.3 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 80 243 323 28 35 63 291 44 335 721 07:15 AM 69 303 372 13 6 19 209 45 254 645 07:30 AM 52 248 300 52 14 66 192 35 227 593 07:45 AM 36 295 331 26 28 54 209 36 245 630 Total Volume 237 1089 1326 119 83 202 901 160 1061 2589 % App. Total 17.9 82.1 58.9 41.1 84.9 15.1 PHF .741 .899 .891 .572 .593 .765 .774 .889 .792 .898 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1089 Left 237 Out In Total 984 1326 2310 Left 119 Right 83 Out In Total 397 202 599 Thru 901 Right 160 Out In Total 1208 1061 2269 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:00 AM +0 mins. 80 243 323 52 14 66 291 44 335 +15 mins. 69 303 372 26 28 54 209 45 254 +30 mins. 52 248 300 30 15 45 192 35 227 +45 mins. 36 295 331 40 13 53 209 36 245 Total Volume 237 1089 1326 148 70 218 901 160 1061 % App. Total 17.9 82.1 67.9 32.1 84.9 15.1 PHF .741 .899 .891 .712 .625 .826 .774 .889 .792 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Large 2 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 3 3 2 0 2 16 1 17 22 07:15 AM 1 3 4 1 1 2 17 0 17 23 07:30 AM 0 6 6 2 0 2 16 0 16 24 07:45 AM 1 5 6 0 2 2 24 2 26 34 Total 2 17 19 5 3 8 73 3 76 103 08:00 AM 0 13 13 2 0 2 8 0 8 23 08:15 AM 0 7 7 3 0 3 11 1 12 22 08:30 AM 0 7 7 0 2 2 12 0 12 21 08:45 AM 0 13 13 0 1 1 14 2 16 30 Total 0 40 40 5 3 8 45 3 48 96 Grand Total 2 57 59 10 6 16 118 6 124 199 Apprch % 3.4 96.6 62.5 37.5 95.2 4.8 Total % 1 28.6 29.6 5 3 8 59.3 3 62.3 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 3 3 2 0 2 16 1 17 22 07:15 AM 1 3 4 1 1 2 17 0 17 23 07:30 AM 0 6 6 2 0 2 16 0 16 24 07:45 AM 1 5 6 0 2 2 24 2 26 34 Total Volume 2 17 19 5 3 8 73 3 76 103 % App. Total 10.5 89.5 62.5 37.5 96.1 3.9 PHF .500 .708 .792 .625 .375 1.000 .760 .375 .731 .757 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 17 Left2 Out In Total 76 19 95 Left5 Right3 Out In Total 5 8 13 Thru 73 Right3 Out In Total 22 76 98 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 3 3 2 0 2 16 1 17 +15 mins. 1 3 4 1 1 2 17 0 17 +30 mins. 0 6 6 2 0 2 16 0 16 +45 mins. 1 5 6 0 2 2 24 2 26 Total Volume 2 17 19 5 3 8 73 3 76 % App. Total 10.5 89.5 62.5 37.5 96.1 3.9 PHF .500 .708 .792 .625 .375 1.000 .760 .375 .731 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-3 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total 0 14 14 0 1 1 9 0 9 24 08:00 AM 0 1 1 0 0 0 0 0 0 1 08:15 AM 0 1 1 0 0 0 4 0 4 5 08:30 AM 0 7 7 0 0 0 10 0 10 17 08:45 AM 0 6 6 0 0 0 5 1 6 12 Total 0 15 15 0 0 0 19 1 20 35 Grand Total 0 29 29 0 1 1 28 1 29 59 Apprch % 0 100 0 100 96.6 3.4 Total % 0 49.2 49.2 0 1.7 1.7 47.5 1.7 49.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total Volume 0 14 14 0 1 1 9 0 9 24 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 14 Left0 Out In Total 10 14 24 Left0 Right1 Out In Total 0 1 1 Thru9 Right0 Out In Total 14 9 23 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 2 2 0 1 1 1 0 1 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 4 4 0 0 0 3 0 3 +45 mins. 0 7 7 0 0 0 3 0 3 Total Volume 0 14 14 0 1 1 9 0 9 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-4 Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 3 0 3 3 07:45 AM 0 0 0 0 0 0 4 0 4 4 Total 0 0 0 0 0 0 8 0 8 8 08:00 AM 0 0 0 0 0 0 2 0 2 2 08:15 AM 0 0 0 0 0 0 2 0 2 2 08:30 AM 0 0 0 0 0 0 2 0 2 2 08:45 AM 0 0 0 0 0 0 4 0 4 4 Total 0 0 0 0 0 0 10 0 10 10 Grand Total 0 0 0 0 0 0 18 0 18 18 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 3 0 3 3 07:45 AM 0 0 0 0 0 0 4 0 4 4 Total Volume 0 0 0 0 0 0 8 0 8 8 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 8 0 8 Left0 Right0 Out In Total 0 0 0 Thru8 Right0 Out In Total 0 8 8 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 3 0 3 +45 mins. 0 0 0 0 0 0 4 0 4 Total Volume 0 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total 0 14 14 0 1 1 9 0 9 24 08:00 AM 0 1 1 0 0 0 0 0 0 1 08:15 AM 0 1 1 0 0 0 4 0 4 5 08:30 AM 0 7 7 0 0 0 10 0 10 17 08:45 AM 0 6 6 0 0 0 5 1 6 12 Total 0 15 15 0 0 0 19 1 20 35 Grand Total 0 29 29 0 1 1 28 1 29 59 Apprch % 0 100 0 100 96.6 3.4 Total % 0 49.2 49.2 0 1.7 1.7 47.5 1.7 49.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total Volume 0 14 14 0 1 1 9 0 9 24 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 14 Left0 Out In Total 10 14 24 Left0 Right1 Out In Total 0 1 1 Thru9 Right0 Out In Total 14 9 23 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 2 2 0 1 1 1 0 1 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 4 4 0 0 0 3 0 3 +45 mins. 0 7 7 0 0 0 3 0 3 Total Volume 0 14 14 0 1 1 9 0 9 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 22 298 320 56 65 121 294 39 333 774 04:15 PM 11 248 259 76 58 134 257 44 301 694 04:30 PM 11 272 283 88 62 150 276 26 302 735 04:45 PM 14 295 309 76 77 153 300 32 332 794 Total 58 1113 1171 296 262 558 1127 141 1268 2997 05:00 PM 15 291 306 69 98 167 312 30 342 815 05:15 PM 13 283 296 89 82 171 370 21 391 858 05:30 PM 12 329 341 80 81 161 367 25 392 894 05:45 PM 26 269 295 89 73 162 350 22 372 829 Total 66 1172 1238 327 334 661 1399 98 1497 3396 Grand Total 124 2285 2409 623 596 1219 2526 239 2765 6393 Apprch % 5.1 94.9 51.1 48.9 91.4 8.6 Total % 1.9 35.7 37.7 9.7 9.3 19.1 39.5 3.7 43.3 Passenger Vehicles 121 2208 2329 614 591 1205 2492 231 2723 6257 % Passenger Vehicles 97.6 96.6 96.7 98.6 99.2 98.9 98.7 96.7 98.5 97.9 Large 2 Axle Vehicles 3 55 58 8 5 13 24 7 31 102 % Large 2 Axle Vehicles 2.4 2.4 2.4 1.3 0.8 1.1 1 2.9 1.1 1.6 3 Axle Vehicles 0 15 15 1 0 1 4 0 4 20 % 3 Axle Vehicles 0 0.7 0.6 0.2 0 0.1 0.2 0 0.1 0.3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 7 7 0 0 0 6 1 7 14 % 5+ Axle Trucks 0 0.3 0.3 0 0 0 0.2 0.4 0.3 0.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 291 306 69 98 167 312 30 342 815 05:15 PM 13 283 296 89 82 171 370 21 391 858 05:30 PM 12 329 341 80 81 161 367 25 392 894 05:45 PM 26 269 295 295 89 73 162 350 22 372 829 Total Volume 66 1172 1238 327 334 661 1399 98 1497 3396 % App. Total 5.3 94.7 49.5 50.5 93.5 6.5 PHF .635 .891 .908 .919 .852 .966 .945 .817 .955 .950 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1172 Left 66 Out In Total 1733 1238 2971 Left 327 Right 334 Out In Total 164 661 825 Thru 1399 Right 98 Out In Total 1499 1497 2996 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM +0 mins. 14 295 309 69 98 167 312 30 342 +15 mins. 15 291 306 89 82 171 370 21 391 +30 mins. 13 283 296 80 81 161 367 25 392 +45 mins. 12 329 341 89 73 162 350 22 372 Total Volume 54 1198 1252 327 334 661 1399 98 1497 % App. Total 4.3 95.7 49.5 50.5 93.5 6.5 PHF .900 .910 .918 .919 .852 .966 .945 .817 .955 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 21 277 298 56 65 121 284 38 322 741 04:15 PM 11 238 249 74 57 131 254 44 298 678 04:30 PM 11 265 276 86 62 148 269 24 293 717 04:45 PM 13 280 293 75 77 152 297 31 328 773 Total 56 1060 1116 291 261 552 1104 137 1241 2909 05:00 PM 15 282 297 67 95 162 310 29 339 798 05:15 PM 13 277 290 88 82 170 368 20 388 848 05:30 PM 12 324 336 80 81 161 361 24 385 882 05:45 PM 25 265 290 88 72 160 349 21 370 820 Total 65 1148 1213 323 330 653 1388 94 1482 3348 Grand Total 121 2208 2329 614 591 1205 2492 231 2723 6257 Apprch % 5.2 94.8 51 49 91.5 8.5 Total % 1.9 35.3 37.2 9.8 9.4 19.3 39.8 3.7 43.5 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 282 297 67 95 162 310 29 339 798 05:15 PM 13 277 290 88 82 170 368 20 388 848 05:30 PM 12 324 336 80 81 161 361 24 385 882 05:45 PM 25 265 290 88 72 160 349 21 370 820 Total Volume 65 1148 1213 323 330 653 1388 94 1482 3348 % App. Total 5.4 94.6 49.5 50.5 93.7 6.3 PHF .650 .886 .903 .918 .868 .960 .943 .810 .955 .949 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1148 Left 65 Out In Total 1718 1213 2931 Left 323 Right 330 Out In Total 159 653 812 Thru 1388 Right 94 Out In Total 1471 1482 2953 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM +0 mins. 13 280 293 67 95 162 310 29 339 +15 mins. 15 282 297 88 82 170 368 20 388 +30 mins. 13 277 290 80 81 161 361 24 385 +45 mins. 12 324 336 88 72 160 349 21 370 Total Volume 53 1163 1216 323 330 653 1388 94 1482 % App. Total 4.4 95.6 49.5 50.5 93.7 6.3 PHF .883 .897 .905 .918 .868 .960 .943 .810 .955 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Large 2 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 1 14 15 0 0 0 6 1 7 22 04:15 PM 0 4 4 2 1 3 3 0 3 10 04:30 PM 0 7 7 1 0 1 5 2 7 15 04:45 PM 1 7 8 1 0 1 3 1 4 13 Total 2 32 34 4 1 5 17 4 21 60 05:00 PM 0 9 9 2 3 5 0 0 0 14 05:15 PM 0 6 6 1 0 1 1 1 2 9 05:30 PM 0 4 4 0 0 0 5 1 6 10 05:45 PM 1 4 5 1 1 2 1 1 2 9 Total 1 23 24 4 4 8 7 3 10 42 Grand Total 3 55 58 8 5 13 24 7 31 102 Apprch % 5.2 94.8 61.5 38.5 77.4 22.6 Total % 2.9 53.9 56.9 7.8 4.9 12.7 23.5 6.9 30.4 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 9 9 2 3 5 0 0 0 14 05:15 PM 0 6 6 1 0 1 1 1 2 9 05:30 PM 0 4 4 0 0 0 5 1 6 10 05:45 PM 1 4 5 1 1 2 1 1 2 9 Total Volume 1 23 24 4 4 8 7 3 10 42 % App. Total 4.2 95.8 50 50 70 30 PHF .250 .639 .667 .500 .333 .400 .350 .750 .417 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 23 Left1 Out In Total 11 24 35 Left4 Right4 Out In Total 4 8 12 Thru7 Right3 Out In Total 27 10 37 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 9 9 2 3 5 0 0 0 +15 mins. 0 6 6 1 0 1 1 1 2 +30 mins. 0 4 4 0 0 0 5 1 6 +45 mins. 1 4 5 1 1 2 1 1 2 Total Volume 1 23 24 4 4 8 7 3 10 % App. Total 4.2 95.8 50 50 70 30 PHF .250 .639 .667 .500 .333 .400 .350 .750 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-3 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 6 6 0 0 0 2 0 2 8 04:15 PM 0 4 4 0 0 0 0 0 0 4 04:30 PM 0 0 0 1 0 1 2 0 2 3 04:45 PM 0 5 5 0 0 0 0 0 0 5 Total 0 15 15 1 0 1 4 0 4 20 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 15 15 1 0 1 4 0 4 20 Apprch % 0 100 100 0 100 0 Total % 0 75 75 5 0 5 20 0 20 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-4 Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 1 1 0 0 0 2 0 2 3 04:15 PM 0 2 2 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 3 3 0 0 0 0 0 0 3 Total 0 6 6 0 0 0 2 0 2 8 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 1 1 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 1 1 0 0 0 4 1 5 6 Grand Total 0 7 7 0 0 0 6 1 7 14 Apprch % 0 100 0 0 85.7 14.3 Total % 0 50 50 0 0 0 42.9 7.1 50 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 1 1 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 4 1 5 6 % App. Total 0 100 0 0 80 20 PHF .000 .250 .250 .000 .000 .000 .500 .250 .417 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru1 Left0 Out In Total 4 1 5 Left0 Right0 Out In Total 1 0 1 Thru4 Right1 Out In Total 1 5 6 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 2 1 3 +15 mins. 0 0 0 0 0 0 1 0 1 +30 mins. 0 1 1 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 4 1 5 % App. Total 0 100 0 0 80 20 PHF .000 .250 .250 .000 .000 .000 .500 .250 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 118 0 118 0 52 52 3 0 3 173 07:15 AM 114 3 117 0 24 24 0 0 0 141 07:30 AM 86 2 88 0 64 64 2 1 3 155 07:45 AM 70 1 71 0 45 45 2 1 3 119 Total 388 6 394 0 185 185 7 2 9 588 08:00 AM 84 2 86 1 40 41 3 1 4 131 08:15 AM 57 1 58 0 40 40 4 0 4 102 08:30 AM 44 2 46 1 48 49 1 0 1 96 08:45 AM 51 0 51 0 47 47 3 1 4 102 Total 236 5 241 2 175 177 11 2 13 431 Grand Total 624 11 635 2 360 362 18 4 22 1019 Apprch % 98.3 1.7 0.6 99.4 81.8 18.2 Total % 61.2 1.1 62.3 0.2 35.3 35.5 1.8 0.4 2.2 Passenger Vehicles 614 11 625 2 345 347 18 4 22 994 % Passenger Vehicles 98.4 100 98.4 100 95.8 95.9 100 100 100 97.5 Large 2 Axle Vehicles 9 0 9 0 13 13 0 0 0 22 % Large 2 Axle Vehicles 1.4 0 1.4 0 3.6 3.6 0 0 0 2.2 3 Axle Vehicles 1 0 1 0 1 1 0 0 0 2 % 3 Axle Vehicles 0.2 0 0.2 0 0.3 0.3 0 0 0 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 1 1 0 0 0 1 % 5+ Axle Trucks 0 0 0 0 0.3 0.3 0 0 0 0.1 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 118 0 118 0 52 52 3 0 3 173 07:15 AM 114 3 117 0 24 24 0 0 0 141 07:30 AM 86 2 88 0 64 64 2 1 3 155 07:45 AM 70 1 71 0 45 45 2 1 3 119 Total Volume 388 6 394 0 185 185 7 2 9 588 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .822 .500 .835 .000 .723 .723 .583 .500 .750 .850 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right6 Thru 388 Out In Total 192 394 586 Left0 Thru 185 Out In Total 390 185 575 Left7 Right2 Out In Total 6 9 15 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 118 0 118 0 52 52 3 0 3 +15 mins. 114 3 117 0 24 24 0 0 0 +30 mins. 86 2 88 0 64 64 2 1 3 +45 mins. 70 1 71 0 45 45 2 1 3 Total Volume 388 6 394 0 185 185 7 2 9 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .822 .500 .835 .000 .723 .723 .583 .500 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 117 0 117 0 50 50 3 0 3 170 07:15 AM 113 3 116 0 22 22 0 0 0 138 07:30 AM 86 2 88 0 61 61 2 1 3 152 07:45 AM 67 1 68 0 43 43 2 1 3 114 Total 383 6 389 0 176 176 7 2 9 574 08:00 AM 83 2 85 1 38 39 3 1 4 128 08:15 AM 55 1 56 0 38 38 4 0 4 98 08:30 AM 44 2 46 1 46 47 1 0 1 94 08:45 AM 49 0 49 0 47 47 3 1 4 100 Total 231 5 236 2 169 171 11 2 13 420 Grand Total 614 11 625 2 345 347 18 4 22 994 Apprch % 98.2 1.8 0.6 99.4 81.8 18.2 Total % 61.8 1.1 62.9 0.2 34.7 34.9 1.8 0.4 2.2 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 117 0 117 0 50 50 3 0 3 170 07:15 AM 113 3 116 0 22 22 0 0 0 138 07:30 AM 86 2 88 0 61 61 2 1 3 152 07:45 AM 67 1 68 0 43 43 2 1 3 114 Total Volume 383 6 389 0 176 176 7 2 9 574 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .818 .500 .831 .000 .721 .721 .583 .500 .750 .844 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right6 Thru 383 Out In Total 183 389 572 Left0 Thru 176 Out In Total 385 176 561 Left7 Right2 Out In Total 6 9 15 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:30 AM +0 mins. 117 0 117 0 61 61 2 1 3 +15 mins. 113 3 116 0 43 43 2 1 3 +30 mins. 86 2 88 1 38 39 3 1 4 +45 mins. 67 1 68 0 38 38 4 0 4 Total Volume 383 6 389 1 180 181 11 3 14 % App. Total 98.5 1.5 0.6 99.4 78.6 21.4 PHF .818 .500 .831 .250 .738 .742 .688 .750 .875 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 0 1 0 2 2 0 0 0 3 07:15 AM 1 0 1 0 1 1 0 0 0 2 07:30 AM 0 0 0 0 2 2 0 0 0 2 07:45 AM 3 0 3 0 2 2 0 0 0 5 Total 5 0 5 0 7 7 0 0 0 12 08:00 AM 1 0 1 0 2 2 0 0 0 3 08:15 AM 2 0 2 0 2 2 0 0 0 4 08:30 AM 0 0 0 0 2 2 0 0 0 2 08:45 AM 1 0 1 0 0 0 0 0 0 1 Total 4 0 4 0 6 6 0 0 0 10 Grand Total 9 0 9 0 13 13 0 0 0 22 Apprch % 100 0 0 100 0 0 Total % 40.9 0 40.9 0 59.1 59.1 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 0 1 0 2 2 0 0 0 3 07:15 AM 1 0 1 0 1 1 0 0 0 2 07:30 AM 0 0 0 0 2 2 0 0 0 2 07:45 AM 3 0 3 0 2 2 0 0 0 5 Total Volume 5 0 5 0 7 7 0 0 0 12 % App. Total 100 0 0 100 0 0 PHF .417 .000 .417 .000 .875 .875 .000 .000 .000 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru5 Out In Total 7 5 12 Left0 Thru7 Out In Total 5 7 12 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 1 0 1 0 2 2 0 0 0 +15 mins. 1 0 1 0 1 1 0 0 0 +30 mins. 0 0 0 0 2 2 0 0 0 +45 mins. 3 0 3 0 2 2 0 0 0 Total Volume 5 0 5 0 7 7 0 0 0 % App. Total 100 0 0 100 0 0 PHF .417 .000 .417 .000 .875 .875 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 1 1 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 1 0 1 0 0 0 0 0 0 1 Total 1 0 1 0 0 0 0 0 0 1 Grand Total 1 0 1 0 1 1 0 0 0 2 Apprch % 100 0 0 100 0 0 Total % 50 0 50 0 50 50 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM --Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 1 1 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 1 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 1 0 1 Left0 Thru1 Out In Total 0 1 1 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 1 1 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 1 1 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 1 0 0 0 1 Apprch % 0 0 0 100 0 0 Total % 0 0 0 0 100 100 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 1 1 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 1 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 1 0 1 Left0 Thru1 Out In Total 0 1 1 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 1 1 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 49 4 53 0 123 123 0 0 0 176 04:15 PM 54 1 55 0 121 121 1 0 1 177 04:30 PM 31 1 32 0 153 153 0 0 0 185 04:45 PM 46 0 46 0 147 147 0 0 0 193 Total 180 6 186 0 544 544 1 0 1 731 05:00 PM 34 3 37 0 171 171 0 0 0 208 05:15 PM 34 0 34 0 168 168 2 0 2 204 05:30 PM 36 3 39 0 170 170 0 0 0 209 05:45 PM 49 3 52 0 153 153 1 0 1 206 Total 153 9 162 0 662 662 3 0 3 827 Grand Total 333 15 348 0 1206 1206 4 0 4 1558 Apprch % 95.7 4.3 0 100 100 0 Total % 21.4 1 22.3 0 77.4 77.4 0.3 0 0.3 Passenger Vehicles 323 15 338 0 1192 1192 4 0 4 1534 % Passenger Vehicles 97 100 97.1 0 98.8 98.8 100 0 100 98.5 Large 2 Axle Vehicles 10 0 10 0 13 13 0 0 0 23 % Large 2 Axle Vehicles 3 0 2.9 0 1.1 1.1 0 0 0 1.5 3 Axle Vehicles 0 0 0 0 1 1 0 0 0 1 % 3 Axle Vehicles 0 0 0 0 0.1 0.1 0 0 0 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 34 3 37 0 171 171 0 0 0 208 05:15 PM 34 0 34 0 168 168 2 0 2 204 05:30 PM 36 3 39 0 170 170 0 0 0 209 05:45 PM 49 3 52 0 153 153 1 0 1 206 Total Volume 153 9 162 0 662 662 3 0 3 827 % App. Total 94.4 5.6 0 100 100 0 PHF .781 .750 .779 .000 .968 .968 .375 .000 .375 .989 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right9 Thru 153 Out In Total 665 162 827 Left0 Thru 662 Out In Total 153 662 815 Left3 Right0 Out In Total 9 3 12 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 49 4 53 0 171 171 0 0 0 +15 mins. 54 1 55 0 168 168 2 0 2 +30 mins. 31 1 32 0 170 170 0 0 0 +45 mins. 46 0 46 0 153 153 1 0 1 Total Volume 180 6 186 0 662 662 3 0 3 % App. Total 96.8 3.2 0 100 100 0 PHF .833 .375 .845 .000 .968 .968 .375 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 48 4 52 0 121 121 0 0 0 173 04:15 PM 52 1 53 0 119 119 1 0 1 173 04:30 PM 30 1 31 0 151 151 0 0 0 182 04:45 PM 44 0 44 0 146 146 0 0 0 190 Total 174 6 180 0 537 537 1 0 1 718 05:00 PM 34 3 37 0 166 166 0 0 0 203 05:15 PM 33 0 33 0 166 166 2 0 2 201 05:30 PM 34 3 37 0 170 170 0 0 0 207 05:45 PM 48 3 51 0 153 153 1 0 1 205 Total 149 9 158 0 655 655 3 0 3 816 Grand Total 323 15 338 0 1192 1192 4 0 4 1534 Apprch % 95.6 4.4 0 100 100 0 Total % 21.1 1 22 0 77.7 77.7 0.3 0 0.3 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 34 3 37 0 166 166 0 0 0 203 05:15 PM 33 0 33 0 166 166 2 0 2 201 05:30 PM 34 3 37 0 170 170 0 0 0 207 05:45 PM 48 3 51 0 153 153 1 0 1 205 Total Volume 149 9 158 0 655 655 3 0 3 816 % App. Total 94.3 5.7 0 100 100 0 PHF .776 .750 .775 .000 .963 .963 .375 .000 .375 .986 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right9 Thru 149 Out In Total 658 158 816 Left0 Thru 655 Out In Total 149 655 804 Left3 Right0 Out In Total 9 3 12 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 48 4 52 0 166 166 0 0 0 +15 mins. 52 1 53 0 166 166 2 0 2 +30 mins. 30 1 31 0 170 170 0 0 0 +45 mins. 44 0 44 0 153 153 1 0 1 Total Volume 174 6 180 0 655 655 3 0 3 % App. Total 96.7 3.3 0 100 100 0 PHF .837 .375 .849 .000 .963 .963 .375 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 2 2 0 0 0 3 04:15 PM 2 0 2 0 2 2 0 0 0 4 04:30 PM 1 0 1 0 1 1 0 0 0 2 04:45 PM 2 0 2 0 1 1 0 0 0 3 Total 6 0 6 0 6 6 0 0 0 12 05:00 PM 0 0 0 0 5 5 0 0 0 5 05:15 PM 1 0 1 0 2 2 0 0 0 3 05:30 PM 2 0 2 0 0 0 0 0 0 2 05:45 PM 1 0 1 0 0 0 0 0 0 1 Total 4 0 4 0 7 7 0 0 0 11 Grand Total 10 0 10 0 13 13 0 0 0 23 Apprch % 100 0 0 100 0 0 Total % 43.5 0 43.5 0 56.5 56.5 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 5 5 0 0 0 5 05:15 PM 1 0 1 0 2 2 0 0 0 3 05:30 PM 2 0 2 0 0 0 0 0 0 2 05:45 PM 1 0 1 0 0 0 0 0 0 1 Total Volume 4 0 4 0 7 7 0 0 0 11 % App. Total 100 0 0 100 0 0 PHF .500 .000 .500 .000 .350 .350 .000 .000 .000 .550 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru4 Out In Total 7 4 11 Left0 Thru7 Out In Total 4 7 11 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 5 5 0 0 0 +15 mins. 1 0 1 0 2 2 0 0 0 +30 mins. 2 0 2 0 0 0 0 0 0 +45 mins. 1 0 1 0 0 0 0 0 0 Total Volume 4 0 4 0 7 7 0 0 0 % App. Total 100 0 0 100 0 0 PHF .500 .000 .500 .000 .350 .350 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 1 1 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 1 0 0 0 1 Apprch % 0 0 0 100 0 0 Total % 0 0 0 0 100 100 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 115 118 19 17 36 35 1 36 190 07:15 AM 3 108 111 19 8 27 17 0 17 155 07:30 AM 5 79 84 11 25 36 42 1 43 163 07:45 AM 3 64 67 12 13 25 32 1 33 125 Total 14 366 380 61 63 124 126 3 129 633 08:00 AM 4 80 84 13 17 30 23 1 24 138 08:15 AM 7 51 58 5 11 16 30 1 31 105 08:30 AM 2 39 41 4 18 22 34 2 36 99 08:45 AM 4 47 51 5 19 24 28 0 28 103 Total 17 217 234 27 65 92 115 4 119 445 Grand Total 31 583 614 88 128 216 241 7 248 1078 Apprch % 5 95 40.7 59.3 97.2 2.8 Total % 2.9 54.1 57 8.2 11.9 20 22.4 0.6 23 Passenger Vehicles 31 572 603 87 128 215 227 7 234 1052 % Passenger Vehicles 100 98.1 98.2 98.9 100 99.5 94.2 100 94.4 97.6 Large 2 Axle Vehicles 0 10 10 1 0 1 12 0 12 23 % Large 2 Axle Vehicles 0 1.7 1.6 1.1 0 0.5 5 0 4.8 2.1 3 Axle Vehicles 0 1 1 0 0 0 1 0 1 2 % 3 Axle Vehicles 0 0.2 0.2 0 0 0 0.4 0 0.4 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 1 0 1 1 % 5+ Axle Trucks 0 0 0 0 0 0 0.4 0 0.4 0.1 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 3 115 118 19 17 36 35 1 36 190 07:15 AM 3 108 111 19 8 27 17 0 17 155 07:30 AM 5 79 84 11 25 36 42 1 43 163 07:45 AM 3 64 67 12 13 25 32 1 33 125 Total Volume 14 366 380 61 63 124 126 3 129 633 % App. Total 3.7 96.3 49.2 50.8 97.7 2.3 PHF .700 .796 .805 .803 .630 .861 .750 .750 .750 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 366 Left 14 Out In Total 189 380 569 Right 63 Left 61 Out In Total 17 124 141 Thru 126 Right3 Out In Total 427 129 556 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:30 AM +0 mins. 3 115 118 19 17 36 42 1 43 +15 mins. 3 108 111 19 8 27 32 1 33 +30 mins. 5 79 84 11 25 36 23 1 24 +45 mins. 3 64 67 12 13 25 30 1 31 Total Volume 14 366 380 61 63 124 127 4 131 % App. Total 3.7 96.3 49.2 50.8 96.9 3.1 PHF .700 .796 .805 .803 .630 .861 .756 1.000 .762 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 114 117 19 17 36 34 1 35 188 07:15 AM 3 107 110 18 8 26 15 0 15 151 07:30 AM 5 79 84 11 25 36 39 1 40 160 07:45 AM 3 61 64 12 13 25 30 1 31 120 Total 14 361 375 60 63 123 118 3 121 619 08:00 AM 4 79 83 13 17 30 21 1 22 135 08:15 AM 7 49 56 5 11 16 28 1 29 101 08:30 AM 2 39 41 4 18 22 32 2 34 97 08:45 AM 4 44 48 5 19 24 28 0 28 100 Total 17 211 228 27 65 92 109 4 113 433 Grand Total 31 572 603 87 128 215 227 7 234 1052 Apprch % 5.1 94.9 40.5 59.5 97 3 Total % 2.9 54.4 57.3 8.3 12.2 20.4 21.6 0.7 22.2 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 3 114 117 19 17 36 34 1 35 188 07:15 AM 3 107 110 18 8 26 15 0 15 151 07:30 AM 5 79 84 11 25 36 39 1 40 160 07:45 AM 3 61 64 12 13 25 30 1 31 120 Total Volume 14 361 375 60 63 123 118 3 121 619 % App. Total 3.7 96.3 48.8 51.2 97.5 2.5 PHF .700 .792 .801 .789 .630 .854 .756 .750 .756 .823 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 361 Left 14 Out In Total 181 375 556 Right 63 Left 60 Out In Total 17 123 140 Thru 118 Right3 Out In Total 421 121 542 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:30 AM +0 mins. 3 114 117 19 17 36 39 1 40 +15 mins. 3 107 110 18 8 26 30 1 31 +30 mins. 5 79 84 11 25 36 21 1 22 +45 mins. 3 61 64 12 13 25 28 1 29 Total Volume 14 361 375 60 63 123 118 4 122 % App. Total 3.7 96.3 48.8 51.2 96.7 3.3 PHF .700 .792 .801 .789 .630 .854 .756 1.000 .763 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 0 0 0 1 0 1 2 07:15 AM 0 1 1 1 0 1 1 0 1 3 07:30 AM 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 3 3 0 0 0 2 0 2 5 Total 0 5 5 1 0 1 6 0 6 12 08:00 AM 0 1 1 0 0 0 2 0 2 3 08:15 AM 0 2 2 0 0 0 2 0 2 4 08:30 AM 0 0 0 0 0 0 2 0 2 2 08:45 AM 0 2 2 0 0 0 0 0 0 2 Total 0 5 5 0 0 0 6 0 6 11 Grand Total 0 10 10 1 0 1 12 0 12 23 Apprch % 0 100 100 0 100 0 Total % 0 43.5 43.5 4.3 0 4.3 52.2 0 52.2 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 1 1 0 0 0 1 0 1 2 07:15 AM 0 1 1 1 0 1 1 0 1 3 07:30 AM 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 3 3 0 0 0 2 0 2 5 Total Volume 0 5 5 1 0 1 6 0 6 12 % App. Total 0 100 100 0 100 0 PHF .000 .417 .417 .250 .000 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru5 Left0 Out In Total 6 5 11 Right0 Left1 Out In Total 0 1 1 Thru6 Right0 Out In Total 6 6 12 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 1 1 0 0 0 1 0 1 +15 mins. 0 1 1 1 0 1 1 0 1 +30 mins. 0 0 0 0 0 0 2 0 2 +45 mins. 0 3 3 0 0 0 2 0 2 Total Volume 0 5 5 1 0 1 6 0 6 % App. Total 0 100 100 0 100 0 PHF .000 .417 .417 .250 .000 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 1 1 0 0 0 0 0 0 1 Total 0 1 1 0 0 0 0 0 0 1 Grand Total 0 1 1 0 0 0 1 0 1 2 Apprch % 0 100 0 0 100 0 Total % 0 50 50 0 0 0 50 0 50 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 1 0 1 Right0 Left0 Out In Total 0 0 0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 1 0 1 Right0 Left0 Out In Total 0 0 0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 9 41 50 5 9 14 114 9 123 187 04:15 PM 13 35 48 2 10 12 112 6 118 178 04:30 PM 10 25 35 1 12 13 140 7 147 195 04:45 PM 4 43 47 3 9 12 140 7 147 206 Total 36 144 180 11 40 51 506 29 535 766 05:00 PM 7 27 34 2 11 13 161 1 162 209 05:15 PM 8 26 34 5 10 15 158 12 170 219 05:30 PM 9 25 34 1 11 12 160 6 166 212 05:45 PM 10 39 49 5 13 18 138 10 148 215 Total 34 117 151 13 45 58 617 29 646 855 Grand Total 70 261 331 24 85 109 1123 58 1181 1621 Apprch % 21.1 78.9 22 78 95.1 4.9 Total % 4.3 16.1 20.4 1.5 5.2 6.7 69.3 3.6 72.9 Passenger Vehicles 69 253 322 23 83 106 1109 57 1166 1594 % Passenger Vehicles 98.6 96.9 97.3 95.8 97.6 97.2 98.8 98.3 98.7 98.3 Large 2 Axle Vehicles 1 8 9 1 2 3 13 1 14 26 % Large 2 Axle Vehicles 1.4 3.1 2.7 4.2 2.4 2.8 1.2 1.7 1.2 1.6 3 Axle Vehicles 0 0 0 0 0 0 1 0 1 1 % 3 Axle Vehicles 0 0 0 0 0 0 0.1 0 0.1 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 7 27 34 2 11 13 161 1 162 209 05:15 PM 8 26 34 5 10 15 158 12 170 219 05:30 PM 9 25 34 1 11 12 160 6 166 212 05:45 PM 10 39 49 5 13 18 138 10 148 215 Total Volume 34 117 151 13 45 58 617 29 646 855 % App. Total 22.5 77.5 22.4 77.6 95.5 4.5 PHF .850 .750 .770 .650 .865 .806 .958 .604 .950 .976 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 117 Left 34 Out In Total 662 151 813 Right 45 Left 13 Out In Total 63 58 121 Thru 617 Right 29 Out In Total 130 646 776 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 9 41 50 2 11 13 161 1 162 +15 mins. 13 35 48 5 10 15 158 12 170 +30 mins. 10 25 35 1 11 12 160 6 166 +45 mins. 4 43 47 5 13 18 138 10 148 Total Volume 36 144 180 13 45 58 617 29 646 % App. Total 20 80 22.4 77.6 95.5 4.5 PHF .692 .837 .900 .650 .865 .806 .958 .604 .950 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 9 40 49 4 8 12 111 9 120 181 04:15 PM 12 34 46 2 10 12 110 6 116 174 04:30 PM 10 24 34 1 12 13 138 7 145 192 04:45 PM 4 41 45 3 9 12 139 7 146 203 Total 35 139 174 10 39 49 498 29 527 750 05:00 PM 7 27 34 2 10 12 157 0 157 203 05:15 PM 8 25 33 5 10 15 156 12 168 216 05:30 PM 9 24 33 1 11 12 160 6 166 211 05:45 PM 10 38 48 5 13 18 138 10 148 214 Total 34 114 148 13 44 57 611 28 639 844 Grand Total 69 253 322 23 83 106 1109 57 1166 1594 Apprch % 21.4 78.6 21.7 78.3 95.1 4.9 Total % 4.3 15.9 20.2 1.4 5.2 6.6 69.6 3.6 73.1 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 7 27 34 2 10 12 157 0 157 203 05:15 PM 8 25 33 5 10 15 156 12 168 216 05:30 PM 9 24 33 1 11 12 160 6 166 211 05:45 PM 10 38 48 5 13 18 138 10 148 214 Total Volume 34 114 148 13 44 57 611 28 639 844 % App. Total 23 77 22.8 77.2 95.6 4.4 PHF .850 .750 .771 .650 .846 .792 .955 .583 .951 .977 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 114 Left 34 Out In Total 655 148 803 Right 44 Left 13 Out In Total 62 57 119 Thru 611 Right 28 Out In Total 127 639 766 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 9 40 49 2 10 12 157 0 157 +15 mins. 12 34 46 5 10 15 156 12 168 +30 mins. 10 24 34 1 11 12 160 6 166 +45 mins. 4 41 45 5 13 18 138 10 148 Total Volume 35 139 174 13 44 57 611 28 639 % App. Total 20.1 79.9 22.8 77.2 95.6 4.4 PHF .729 .848 .888 .650 .846 .792 .955 .583 .951 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 1 1 1 1 2 3 0 3 6 04:15 PM 1 1 2 0 0 0 2 0 2 4 04:30 PM 0 1 1 0 0 0 1 0 1 2 04:45 PM 0 2 2 0 0 0 1 0 1 3 Total 1 5 6 1 1 2 7 0 7 15 05:00 PM 0 0 0 0 1 1 4 1 5 6 05:15 PM 0 1 1 0 0 0 2 0 2 3 05:30 PM 0 1 1 0 0 0 0 0 0 1 05:45 PM 0 1 1 0 0 0 0 0 0 1 Total 0 3 3 0 1 1 6 1 7 11 Grand Total 1 8 9 1 2 3 13 1 14 26 Apprch % 11.1 88.9 33.3 66.7 92.9 7.1 Total % 3.8 30.8 34.6 3.8 7.7 11.5 50 3.8 53.8 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 1 1 4 1 5 6 05:15 PM 0 1 1 0 0 0 2 0 2 3 05:30 PM 0 1 1 0 0 0 0 0 0 1 05:45 PM 0 1 1 0 0 0 0 0 0 1 Total Volume 0 3 3 0 1 1 6 1 7 11 % App. Total 0 100 0 100 85.7 14.3 PHF .000 .750 .750 .000 .250 .250 .375 .250 .350 .458 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru3 Left0 Out In Total 7 3 10 Right1 Left0 Out In Total 1 1 2 Thru6 Right1 Out In Total 3 7 10 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 1 1 4 1 5 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 1 1 0 0 0 0 0 0 +45 mins. 0 1 1 0 0 0 0 0 0 Total Volume 0 3 3 0 1 1 6 1 7 % App. Total 0 100 0 100 85.7 14.3 PHF .000 .750 .750 .000 .250 .250 .375 .250 .350 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 36 81 118 0 7 0 7 0 17 0 17 18 9 44 71 213 07:15 AM 1 42 86 129 0 13 0 13 9 7 0 16 12 6 22 40 198 07:30 AM 0 28 61 89 2 15 2 19 12 9 0 21 11 14 15 40 169 07:45 AM 0 25 50 75 1 10 0 11 10 10 1 21 20 14 16 50 157 Total 2 131 278 411 3 45 2 50 31 43 1 75 61 43 97 201 737 08:00 AM 1 13 50 64 1 8 0 9 11 12 1 24 14 7 11 32 129 08:15 AM 0 11 48 59 1 10 0 11 13 15 0 28 24 8 5 37 135 08:30 AM 0 10 22 32 0 5 0 5 10 10 8 0 18 20 5 16 41 96 08:45 AM 0 11 22 33 2 6 0 8 12 7 1 20 15 7 12 34 95 Total 1 45 142 188 4 29 0 33 46 42 2 90 73 27 44 144 455 Grand Total 3 176 420 599 7 74 2 83 77 85 3 165 134 70 141 345 1192 Apprch % 0.5 29.4 70.1 8.4 89.2 2.4 46.7 51.5 1.8 38.8 20.3 40.9 Total % 0.3 14.8 35.2 50.3 0.6 6.2 0.2 7 6.5 7.1 0.3 13.8 11.2 5.9 11.8 28.9 Passenger Vehicles 3 172 413 588 7 72 2 81 69 80 2 151 130 62 128 320 1140 % Passenger Vehicles 100 97.7 98.3 98.2 100 97.3 100 97.6 89.6 94.1 66.7 91.5 97 88.6 90.8 92.8 95.6 Large 2 Axle Vehicles 0 3 3 6 0 2 0 2 3 5 1 9 3 6 10 19 36 % Large 2 Axle Vehicles 0 1.7 0.7 1 0 2.7 0 2.4 3.9 5.9 33.3 5.5 2.2 8.6 7.1 5.5 3 3 Axle Vehicles 0 1 0 1 0 0 0 0 2 0 0 2 0 2 1 3 6 % 3 Axle Vehicles 0 0.6 0 0.2 0 0 0 0 2.6 0 0 1.2 0 2.9 0.7 0.9 0.5 4 Axle Trucks 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 % 4 Axle Trucks 0 0 0.2 0.2 0 0 0 0 0 0 0 0 0 0 0.7 0.3 0.2 5+ Axle Trucks 0 0 3 3 0 0 0 0 3 0 0 3 1 0 1 2 8 % 5+ Axle Trucks 0 0 0.7 0.5 0 0 0 0 3.9 0 0 1.8 0.7 0 0.7 0.6 0.7 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 36 81 118 0 7 0 7 0 17 0 17 18 9 44 71 213 07:15 AM 1 42 86 129 0 13 0 13 9 7 0 16 12 6 22 40 198 07:30 AM 0 28 61 89 2 15 2 19 12 9 0 21 11 14 15 40 169 07:45 AM 0 25 50 75 1 10 0 11 10 10 1 21 20 14 16 50 157 Total Volume 2 131 278 411 3 45 2 50 31 43 1 75 61 43 97 201 737 % App. Total 0.5 31.9 67.6 6 90 4 41.3 57.3 1.3 30.3 21.4 48.3 PHF .500 .780 .808 .797 .375 .750 .250 .658 .646 .632 .250 .893 .763 .768 .551 .708 .865 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 278 Thru 131 Left2 Out In Total 106 411 517 Right2 Thru 45 Left3 Out In Total 46 50 96 Left 31 Thru 43 Right1 Out In Total 231 75 306 Left 61 Thru 43 Right 97 Out In Total 354 201 555 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 07:00 AM +0 mins. 1 36 81 118 0 13 0 13 12 9 0 21 18 9 44 71 +15 mins. 1 42 86 129 2 15 2 19 10 10 1 21 12 6 22 40 +30 mins. 0 28 61 89 1 10 0 11 11 12 1 24 11 14 15 40 +45 mins. 0 25 50 75 1 8 0 9 13 15 0 28 20 14 16 50 Total Volume 2 131 278 411 4 46 2 52 46 46 2 94 61 43 97 201 % App. Total 0.5 31.9 67.6 7.7 88.5 3.8 48.9 48.9 2.1 30.3 21.4 48.3 PHF .500 .780 .808 .797 .500 .767 .250 .684 .885 .767 .500 .839 .763 .768 .551 .708 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 36 81 118 0 7 0 7 0 16 0 16 18 9 42 69 210 07:15 AM 1 41 85 127 0 12 0 12 9 7 0 16 11 6 21 38 193 07:30 AM 0 27 59 86 2 15 2 19 11 9 0 20 11 12 13 36 161 07:45 AM 0 25 50 75 1 10 0 11 9 9 1 19 18 13 15 46 151 Total 2 129 275 406 3 44 2 49 29 41 1 71 58 40 91 189 715 08:00 AM 1 13 48 62 1 7 0 8 9 12 1 22 14 6 9 29 121 08:15 AM 0 11 47 58 1 10 0 11 11 14 0 25 24 7 5 36 130 08:30 AM 0 10 21 31 0 5 0 5 10 7 0 17 19 2 12 33 86 08:45 AM 0 9 22 31 2 6 0 8 10 6 0 16 15 7 11 33 88 Total 1 43 138 182 4 28 0 32 40 39 1 80 72 22 37 131 425 Grand Total 3 172 413 588 7 72 2 81 69 80 2 151 130 62 128 320 1140 Apprch % 0.5 29.3 70.2 8.6 88.9 2.5 45.7 53 1.3 40.6 19.4 40 Total % 0.3 15.1 36.2 51.6 0.6 6.3 0.2 7.1 6.1 7 0.2 13.2 11.4 5.4 11.2 28.1 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 36 81 118 0 7 0 7 0 16 0 16 18 9 42 69 210 07:15 AM 1 41 85 127 0 12 0 12 9 7 0 16 11 6 21 38 193 07:30 AM 0 27 59 86 2 15 2 19 11 9 0 20 11 12 13 36 161 07:45 AM 0 25 50 75 1 10 0 11 9 9 1 19 18 13 15 46 151 Total Volume 2 129 275 406 3 44 2 49 29 41 1 71 58 40 91 189 715 % App. Total 0.5 31.8 67.7 6.1 89.8 4.1 40.8 57.7 1.4 30.7 21.2 48.1 PHF .500 .787 .809 .799 .375 .733 .250 .645 .645 .659 .641 .250 .888 .806 .769 .542 .685 .851 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 275 Thru 129 Left2 Out In Total 101 406 507 Right2 Thru 44 Left3 Out In Total 43 49 92 Left 29 Thru 41 Right1 Out In Total 223 71 294 Left 58 Thru 40 Right 91 Out In Total 348 189 537 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 07:00 AM +0 mins. 1 36 81 118 0 12 0 12 11 9 0 20 18 9 42 69 +15 mins. 1 41 85 127 2 15 2 19 9 9 1 19 11 6 21 38 +30 mins. 0 27 59 86 1 10 0 11 9 12 1 22 11 12 13 36 +45 mins. 0 25 50 75 1 7 0 8 11 14 0 25 18 13 15 46 Total Volume 2 129 275 406 4 44 2 50 40 44 2 86 58 40 91 189 % App. Total 0.5 31.8 67.7 8 88 4 46.5 51.2 2.3 30.7 21.2 48.1 PHF .500 .787 .809 .799 .500 .733 .250 .658 .909 .786 .500 .860 .806 .769 .542 .685 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 3 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 4 07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 4 Total 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 12 08:00 AM 0 0 1 1 0 1 0 1 1 0 0 1 0 1 1 2 5 08:15 AM 0 0 1 1 0 0 0 0 2 1 0 3 0 1 0 1 5 08:30 AM 0 0 1 1 0 0 0 0 0 1 0 1 1 2 4 7 9 08:45 AM 0 2 0 2 0 0 0 0 0 1 1 2 0 0 1 1 5 Total 0 2 3 5 0 1 0 1 3 3 1 7 1 4 6 11 24 Grand Total 0 3 3 6 0 2 0 2 3 5 1 9 3 6 10 19 36 Apprch % 0 50 50 0 100 0 33.3 55.6 11.1 15.8 31.6 52.6 Total % 0 8.3 8.3 16.7 0 5.6 0 5.6 8.3 13.9 2.8 25 8.3 16.7 27.8 52.8 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 3 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 4 07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 4 Total Volume 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 12 % App. Total 0 100 0 0 100 0 0 100 0 25 25 50 PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .500 .000 .500 .250 .500 .500 .667 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru1 Left0 Out In Total 4 1 5 Right0 Thru1 Left0 Out In Total 2 1 3 Left0 Thru2 Right0 Out In Total 5 2 7 Left2 Thru2 Right4 Out In Total 1 8 9 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 +15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 +45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 Total Volume 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 % App. Total 0 100 0 0 100 0 0 100 0 25 25 50 PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .500 .000 .500 .250 .500 .500 .66 7Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 1 3 Grand Total 0 1 0 1 0 0 0 0 2 0 0 2 0 2 1 3 6 Apprch % 0 100 0 0 0 0 0 100 0 0 0 66.7 33.3 Total % 0 16.7 0 16.7 0 0 0 0 33.3 0 0 33.3 0 33.3 16.7 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 3 % App. Total 0 100 0 0 0 0 0 0 0 0 50 50 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .500 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru1 Left0 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right0 Out In Total 2 0 2 Left0 Thru1 Right1 Out In Total 0 2 2 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 % App. Total 0 100 0 0 0 0 0 0 0 0 50 50 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Grand Total 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 Apprch % 0 0 100 0 0 0 0 0 0 0 0 100 Total % 0 0 50 50 0 0 0 0 0 0 0 0 0 0 50 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right1 Thru0 Left0 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 1 0 1 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 3 07:30 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 6 08:00 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 Grand Total 0 0 3 3 0 0 0 0 3 0 0 3 1 0 1 2 8 Apprch % 0 0 100 0 0 0 100 0 0 50 0 50 Total % 0 0 37.5 37.5 0 0 0 0 37.5 0 0 37.5 12.5 0 12.5 25 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 3 07:30 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Volume 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 6 % App. Total 0 0 100 0 0 0 100 0 0 50 0 50 PHF .000 .000 .500 .500 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .250 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right2 Thru0 Left0 Out In Total 1 2 3 Right0 Thru0 Left0 Out In Total 0 0 0 Left2 Thru0 Right0 Out In Total 1 2 3 Left1 Thru0 Right1 Out In Total 4 2 6 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 +30 mins. 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 % App. Total 0 0 100 0 0 0 100 0 0 50 0 50 PHF .000 .000 .500 .500 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 19 20 39 1 16 1 18 13 28 0 41 79 17 3 99 197 04:15 PM 1 11 22 34 0 8 3 11 13 36 0 49 76 15 2 93 187 04:30 PM 0 12 22 34 0 23 4 27 16 36 0 52 78 12 5 95 208 04:45 PM 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 216 Total 1 49 84 134 2 54 9 65 65 156 0 221 312 57 19 388 808 05:00 PM 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 229 05:15 PM 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 219 05:30 PM 0 5 22 27 1 12 0 0 13 12 59 0 71 103 12 12 127 238 05:45 PM 0 7 27 34 1 11 2 14 15 37 0 52 96 10 5 111 211 Total 1 27 87 115 6 42 7 55 62 175 2 239 405 44 39 488 897 Grand Total 2 76 171 249 8 96 16 120 127 331 2 460 717 101 58 876 1705 Apprch % 0.8 30.5 68.7 6.7 80 13.3 27.6 72 0.4 81.8 11.5 6.6 Total % 0.1 4.5 10 14.6 0.5 5.6 0.9 7 7.4 19.4 0.1 27 42.1 5.9 3.4 51.4 Passenger Vehicles 2 73 165 240 8 94 16 118 119 327 2 448 699 94 53 846 1652 % Passenger Vehicles 100 96.1 96.5 96.4 100 97.9 100 98.3 93.7 98.8 100 97.4 97.5 93.1 91.4 96.6 96.9 Large 2 Axle Vehicles 0 3 5 8 0 1 0 1 4 4 0 8 12 1 4 17 34 % Large 2 Axle Vehicles 0 3.9 2.9 3.2 0 1 0 0.8 3.1 1.2 0 1.7 1.7 1 6.9 1.9 2 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 % 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0 0 0.2 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0.8 0 0 0.2 0.1 1 1.7 0.3 0.2 5+ Axle Trucks 0 0 1 1 0 1 0 1 3 0 0 3 3 5 0 8 13 % 5+ Axle Trucks 0 0 0.6 0.4 0 1 0 0.8 2.4 0 0 0.7 0.4 5 0 0.9 0.8 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 216 05:00 PM 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 229 05:15 PM 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 219 05:30 PM 0 5 22 27 1 12 0 13 12 59 0 71 103 12 12 127 238 Total Volume 1 27 80 108 6 38 6 50 70 194 2 266 388 47 43 478 902 % App. Total 0.9 25 74.1 12 76 12 26.3 72.9 0.8 81.2 9.8 9 PHF .250 .675 .909 .931 .375 .792 .500 .781 .761 .822 .250 .842 .890 .904 .827 .934 .947 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 80 Thru 27 Left1 Out In Total 588 108 696 Right6 Thru 38 Left6 Out In Total 50 50 100 Left 70 Thru 194 Right2 Out In Total 76 266 342 Left 388 Thru 47 Right 43 Out In Total 188 478 666 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 +15 mins. 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 +30 mins. 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 +45 mins. 0 5 22 27 1 12 0 13 12 59 0 71 103 12 12 127 Total Volume 1 27 80 108 6 38 6 50 70 194 2 266 388 47 43 478 % App. Total 0.9 25 74.1 12 76 12 26.3 72.9 0.8 81.2 9.8 9 PHF .250 .675 .909 .931 .375 .792 .500 .781 .761 .822 .250 .842 .890 .904 .827 .934 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 18 20 38 1 16 1 18 12 27 0 39 79 14 3 96 191 04:15 PM 1 11 21 33 0 8 3 11 12 35 0 47 72 13 1 86 177 04:30 PM 0 11 22 33 0 21 4 25 16 36 0 52 74 12 5 91 201 04:45 PM 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 204 Total 1 47 82 130 2 52 9 63 59 154 0 213 300 51 16 367 773 05:00 PM 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 221 05:15 PM 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 213 05:30 PM 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 237 05:45 PM 0 6 26 32 1 11 2 14 15 36 0 51 51 96 10 5 111 208 Total 1 26 83 110 6 42 7 55 60 173 2 235 399 43 37 479 879 Grand Total 2 73 165 240 8 94 16 118 119 327 2 448 699 94 53 846 1652 Apprch % 0.8 30.4 68.8 6.8 79.7 13.6 26.6 73 0.4 82.6 11.1 6.3 Total % 0.1 4.4 10 14.5 0.5 5.7 1 7.1 7.2 19.8 0.1 27.1 42.3 5.7 3.2 51.2 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 204 05:00 PM 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 221 05:15 PM 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 213 05:30 PM 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 237 Total Volume 1 27 76 104 6 38 6 50 64 193 2 259 378 45 39 462 875 % App. Total 1 26 73.1 12 76 12 24.7 74.5 0.8 81.8 9.7 8.4 PHF .250 .675 .905 .897 .375 .792 .500 .781 .842 .818 .250 .863 .875 .938 .813 .909 .923 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 76 Thru 27 Left1 Out In Total 577 104 681 Right6 Thru 38 Left6 Out In Total 48 50 98 Left 64 Thru 193 Right2 Out In Total 72 259 331 Left 378 Thru 45 Right 39 Out In Total 178 462 640 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 +15 mins. 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 +30 mins. 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 +45 mins. 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 Total Volume 1 27 76 104 6 38 6 50 64 193 2 259 378 45 39 462 % App. Total 1 26 73.1 12 76 12 24.7 74.5 0.8 81.8 9.7 8.4 PHF .250 .675 .905 .897 .375 .792 .500 .781 .842 .818 .250 .863 .875 .938 .813 .909 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 1 1 0 2 0 1 0 1 4 04:15 PM 0 0 1 1 0 0 0 0 1 1 0 2 3 0 1 4 7 04:30 PM 0 1 0 1 0 1 0 1 0 0 0 0 3 0 0 3 5 04:45 PM 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 8 Total 0 2 2 4 0 1 0 1 4 2 0 6 9 1 3 13 24 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 05:15 PM 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 Total 0 1 3 4 0 0 0 0 0 2 0 2 3 0 1 4 10 Grand Total 0 3 5 8 0 1 0 1 4 4 0 8 12 1 4 17 34 Apprch % 0 37.5 62.5 0 100 0 50 50 0 70.6 5.9 23.5 Total % 0 8.8 14.7 23.5 0 2.9 0 2.9 11.8 11.8 0 23.5 35.3 2.9 11.8 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 8 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 05:15 PM 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 3 3 0 0 0 0 2 1 0 3 6 0 3 9 15 % App. Total 0 0 100 0 0 0 66.7 33.3 0 66.7 0 33.3 PHF .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .375 .500 .000 .375 .450 .469 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right3 Thru0 Left0 Out In Total 7 3 10 Right0 Thru0 Left0 Out In Total 0 0 0 Left2 Thru1 Right0 Out In Total 3 3 6 Left6 Thru0 Right3 Out In Total 5 9 14 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 +30 mins. 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 3 3 0 0 0 0 2 1 0 3 6 0 3 9 % App. Total 0 0 100 0 0 0 66.7 33.3 0 66.7 0 33.3 PHF .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .375 .500 .000 .375 .450 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Apprch % 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left1 Thru0 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 Grand Total 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 Apprch % 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 Total % 0 0 0 0 0 0 0 0 25 0 0 25 25 25 25 75 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 % App. Total 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .250 .250 .375 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left1 Thru0 Right0 Out In Total 1 1 2 Left1 Thru1 Right1 Out In Total 1 3 4 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 % App. Total 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .250 .250 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 3 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 2 Total 0 0 0 0 0 1 0 1 1 0 0 1 2 4 0 6 8 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 2 0 0 2 1 1 0 2 5 Grand Total 0 0 1 1 0 1 0 1 3 0 0 3 3 5 0 8 13 Apprch % 0 0 100 0 100 0 100 0 0 37.5 62.5 0 Total % 0 0 7.7 7.7 0 7.7 0 7.7 23.1 0 0 23.1 23.1 38.5 0 61.5 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 1 1 0 0 0 0 3 0 0 3 2 1 0 3 7 % App. Total 0 0 100 0 0 0 100 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .750 .000 .000 .750 .500 .250 .000 .375 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right1 Thru0 Left0 Out In Total 2 1 3 Right0 Thru0 Left0 Out In Total 1 0 1 Left3 Thru0 Right0 Out In Total 0 3 3 Left2 Thru1 Right0 Out In Total 4 3 7 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 +30 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +45 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 3 0 0 3 2 1 0 3 % App. Total 0 0 100 0 0 0 100 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .750 .000 .000 .750 .500 .250 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 58 0 61 170 07:15 AM 0 0 0 0 0 96 20 116 0 0 13 13 1 35 0 36 165 07:30 AM 0 0 0 0 0 62 22 84 0 4 11 15 2 27 1 30 129 07:45 AM 0 0 0 0 0 54 17 71 1 2 19 22 3 36 0 39 132 Total 0 0 0 0 0 291 70 361 1 7 61 69 9 156 1 166 596 08:00 AM 0 0 0 0 0 53 23 76 0 0 16 16 1 22 0 23 115 08:15 AM 0 0 0 0 0 60 22 82 0 0 23 23 4 13 0 17 122 08:30 AM 0 0 0 0 0 24 24 16 40 1 0 21 22 5 25 0 30 92 08:45 AM 0 0 0 0 0 23 16 39 1 0 16 17 2 19 0 21 77 Total 0 0 0 0 0 160 77 237 2 0 76 78 12 79 0 91 406 Grand Total 0 0 0 0 0 451 147 598 3 7 137 147 21 235 1 257 1002 Apprch % 0 0 0 0 75.4 24.6 2 4.8 93.2 8.2 91.4 0.4 Total % 0 0 0 0 0 45 14.7 59.7 0.3 0.7 13.7 14.7 2.1 23.5 0.1 25.6 Passenger Vehicles 0 0 0 0 0 446 136 582 2 4 132 138 18 212 1 231 951 % Passenger Vehicles 0 0 0 0 0 98.9 92.5 97.3 66.7 57.1 96.4 93.9 85.7 90.2 100 89.9 94.9 Large 2 Axle Vehicles 0 0 0 0 0 3 3 6 1 2 4 7 2 19 0 21 34 % Large 2 Axle Vehicles 0 0 0 0 0 0.7 2 1 33.3 28.6 2.9 4.8 9.5 8.1 0 8.2 3.4 3 Axle Vehicles 0 0 0 0 0 0 4 4 0 0 0 0 1 1 0 2 6 % 3 Axle Vehicles 0 0 0 0 0 0 2.7 0.7 0 0 0 0 4.8 0.4 0 0.8 0.6 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0.7 0.7 0 0.4 0 0.4 0.2 5+ Axle Trucks 0 0 0 0 0 2 4 6 0 1 0 1 0 2 0 2 9 % 5+ Axle Trucks 0 0 0 0 0 0.4 2.7 1 0 14.3 0 0.7 0 0.9 0 0.8 0.9 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 58 0 61 170 07:15 AM 0 0 0 0 0 96 20 116 0 0 13 13 1 35 0 36 165 07:30 AM 0 0 0 0 0 62 22 84 0 4 11 15 2 27 1 30 129 07:45 AM 0 0 0 0 0 54 17 71 1 2 19 22 3 36 0 39 132 Total Volume 0 0 0 0 0 291 70 361 1 7 61 69 9 156 1 166 596 % App. Total 0 0 0 0 80.6 19.4 1.4 10.1 88.4 5.4 94 0.6 PHF .000 .000 .000 .000 .000 .758 .795 .778 .250 .438 .803 .784 .750 .672 .250 .680 .876 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 86 0 86 Right 70 Thru 291 Left0 Out In Total 217 361 578 Left1 Thru7 Right 61 Out In Total 1 69 70 Left9 Thru 156 Right1 Out In Total 292 166 458 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:45 AM 07:00 AM +0 mins. 0 0 0 0 0 79 11 90 1 2 19 22 3 58 0 61 +15 mins. 0 0 0 0 0 96 20 116 0 0 16 16 1 35 0 36 +30 mins. 0 0 0 0 0 62 22 84 0 0 23 23 2 27 1 30 +45 mins. 0 0 0 0 0 54 17 71 1 0 21 22 3 36 0 39 Total Volume 0 0 0 0 0 291 70 361 2 2 79 83 9 156 1 166 % App. Total 0 0 0 0 80.6 19.4 2.4 2.4 95.2 5.4 94 0.6 PHF .000 .000 .000 .000 .000 .758 .795 .778 .500 .250 .859 .902 .750 .672 .250 .680 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 56 0 59 168 07:15 AM 0 0 0 0 0 95 18 113 0 0 12 12 1 31 0 32 157 07:30 AM 0 0 0 0 0 62 21 83 0 1 10 11 1 25 1 27 121 07:45 AM 0 0 0 0 0 54 16 70 1 2 17 20 2 34 0 36 126 Total 0 0 0 0 0 290 66 356 1 4 57 62 7 146 1 154 572 08:00 AM 0 0 0 0 0 51 21 72 0 0 16 16 1 22 0 23 111 08:15 AM 0 0 0 0 0 59 19 78 0 0 22 22 4 12 0 16 116 08:30 AM 0 0 0 0 0 23 16 39 0 0 21 21 4 15 0 19 79 08:45 AM 0 0 0 0 0 23 14 37 1 0 16 17 2 17 0 19 73 Total 0 0 0 0 0 156 70 226 1 0 75 76 11 66 0 77 379 Grand Total 0 0 0 0 0 446 136 582 2 4 132 138 18 212 1 231 951 Apprch % 0 0 0 0 76.6 23.4 1.4 2.9 95.7 7.8 91.8 0.4 Total % 0 0 0 0 0 46.9 14.3 61.2 0.2 0.4 13.9 14.5 1.9 22.3 0.1 24.3 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 56 0 59 168 07:15 AM 0 0 0 0 0 95 18 113 0 0 12 12 1 31 0 32 157 07:30 AM 0 0 0 0 0 62 21 83 0 1 10 11 1 25 1 27 121 07:45 AM 0 0 0 0 0 54 16 70 1 2 17 20 2 34 0 36 126 Total Volume 0 0 0 0 0 290 66 356 1 4 57 62 7 146 1 154 572 % App. Total 0 0 0 0 81.5 18.5 1.6 6.5 91.9 4.5 94.8 0.6 PHF .000 .000 .000 .000 .000 .763 .786 .788 .250 .500 .792 .775 .583 .652 .250 .653 .851 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 77 0 77 Right 66 Thru 290 Left0 Out In Total 203 356 559 Left1 Thru4 Right 57 Out In Total 1 62 63 Left7 Thru 146 Right1 Out In Total 291 154 445 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:45 AM 07:00 AM +0 mins. 0 0 0 0 0 79 11 90 1 2 17 20 3 56 0 59 +15 mins. 0 0 0 0 0 95 18 113 0 0 16 16 1 31 0 32 +30 mins. 0 0 0 0 0 62 21 83 0 0 22 22 1 25 1 27 +45 mins. 0 0 0 0 0 54 16 70 0 0 21 21 2 34 0 36 Total Volume 0 0 0 0 0 290 66 356 1 2 76 79 7 146 1 154 % App. Total 0 0 0 0 81.5 18.5 1.3 2.5 96.2 4.5 94.8 0.6 PHF .000 .000 .000 .000 .000 .763 .786 .788 .250 .250 .864 .898 .583 .652 .250 .653 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 6 07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 4 Total 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 14 08:00 AM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 2 2 0 0 1 1 0 1 0 1 4 08:30 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 10 0 10 12 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 3 3 6 1 0 1 2 0 12 0 12 20 Grand Total 0 0 0 0 0 3 3 6 1 2 4 7 2 19 0 21 34 Apprch % 0 0 0 0 50 50 14.3 28.6 57.1 9.5 90.5 0 Total % 0 0 0 0 0 8.8 8.8 17.6 2.9 5.9 11.8 20.6 5.9 55.9 0 61.8 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 6 07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 4 Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 14 % App. Total 0 0 0 0 0 0 0 40 60 22.2 77.8 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .375 .417 .500 .875 .000 .750 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 4 0 4 Right0 Thru0 Left0 Out In Total 10 0 10 Left0 Thru2 Right3 Out In Total 0 5 5 Left2 Thru7 Right0 Out In Total 0 9 9 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 +45 mins. 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 % App. Total 0 0 0 0 0 0 0 40 60 22.2 77.8 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .375 .417 .500 .875 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 08:45 AM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 3 3 0 0 0 0 1 0 0 1 4 Grand Total 0 0 0 0 0 0 4 4 0 0 0 0 1 1 1 0 2 6 Apprch % 0 0 0 0 0 100 0 0 0 50 50 0 Total % 0 0 0 0 0 0 66.7 66.7 0 0 0 0 16.7 16.7 0 33.3 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 % App. Total 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1 0 1 Right1 Thru0 Left0 Out In Total 1 1 2 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Grand Total 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 1 2 Apprch % 0 0 0 0 0 0 0 0 100 0 100 0 Total % 0 0 0 0 0 0 0 0 0 0 50 50 0 50 0 50 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right1 Out In Total 0 1 1 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 7 08:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 2 Grand Total 0 0 0 0 0 2 4 6 0 1 0 1 0 2 0 2 9 Apprch % 0 0 0 0 33.3 66.7 0 100 0 0 100 0 Total % 0 0 0 0 0 22.2 44.4 66.7 0 11.1 0 11.1 0 22.2 0 22.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 7 % App. Total 0 0 0 0 25 75 0 100 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .750 .500 .000 .250 .000 .250 .000 .250 .000 .250 .438 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 4 0 4 Right3 Thru1 Left0 Out In Total 2 4 6 Left0 Thru1 Right0 Out In Total 0 1 1 Left0 Thru2 Right0 Out In Total 1 2 3 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 % App. Total 0 0 0 0 25 75 0 100 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .750 .500 .000 .250 .000 .250 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 30 30 60 3 5 77 85 4 24 0 28 173 04:15 PM 0 0 0 0 0 33 18 51 3 1 77 81 4 21 0 25 157 04:30 PM 0 0 0 0 0 20 32 52 0 3 89 92 4 20 0 24 168 04:45 PM 0 0 0 0 0 24 38 62 1 1 80 82 1 36 0 37 181 Total 0 0 0 0 0 107 118 225 7 10 323 340 13 101 0 114 679 05:00 PM 0 0 0 0 0 25 29 54 1 0 95 96 4 25 0 29 179 05:15 PM 0 0 0 0 0 27 21 48 0 1 99 100 4 24 0 28 176 05:30 PM 0 0 0 0 0 0 11 34 45 0 2 96 98 0 21 0 21 164 05:45 PM 0 0 0 0 0 22 29 51 1 4 91 96 2 22 0 24 171 Total 0 0 0 0 0 85 113 198 2 7 381 390 10 92 0 102 690 Grand Total 0 0 0 0 0 192 231 423 9 17 704 730 23 193 0 216 1369 Apprch % 0 0 0 0 45.4 54.6 1.2 2.3 96.4 10.6 89.4 0 Total % 0 0 0 0 0 14 16.9 30.9 0.7 1.2 51.4 53.3 1.7 14.1 0 15.8 Passenger Vehicles 0 0 0 0 0 187 220 407 8 14 689 711 21 179 0 200 1318 % Passenger Vehicles 0 0 0 0 0 97.4 95.2 96.2 88.9 82.4 97.9 97.4 91.3 92.7 0 92.6 96.3 Large 2 Axle Vehicles 0 0 0 0 0 5 5 10 0 0 9 9 2 7 0 9 28 % Large 2 Axle Vehicles 0 0 0 0 0 2.6 2.2 2.4 0 0 1.3 1.2 8.7 3.6 0 4.2 2 3 Axle Vehicles 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 3 % 3 Axle Vehicles 0 0 0 0 0 0 0 0 11.1 0 0.3 0.4 0 0 0 0 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0.4 0.4 0 0 0 0 0.2 5+ Axle Trucks 0 0 0 0 0 0 6 6 0 3 1 4 0 7 0 7 17 % 5+ Axle Trucks 0 0 0 0 0 0 2.6 1.4 0 17.6 0.1 0.5 0 3.6 0 3.2 1.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 20 32 52 0 3 89 92 4 20 0 24 168 04:45 PM 0 0 0 0 0 24 38 62 1 1 80 82 1 36 0 37 181 05:00 PM 0 0 0 0 0 25 29 54 1 0 95 96 4 25 0 29 179 05:15 PM 0 0 0 0 0 27 21 48 0 1 99 100 4 24 0 28 176 Total Volume 0 0 0 0 0 96 120 216 2 5 363 370 13 105 0 118 704 % App. Total 0 0 0 0 44.4 55.6 0.5 1.4 98.1 11 89 0 PHF .000 .000 .000 .000 .000 .889 .789 .871 .500 .417 .917 .925 .813 .729 .000 .797 .972 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 138 0 138 Right 120 Thru 96 Left0 Out In Total 468 216 684 Left2 Thru5 Right 363 Out In Total 0 370 370 Left 13 Thru 105 Right0 Out In Total 98 118 216 Peak Hour Begins at 04:30 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 05:00 PM 04:30 PM +0 mins. 0 0 0 0 0 30 30 60 1 0 95 96 4 20 0 24 +15 mins. 0 0 0 0 0 33 18 51 0 1 99 100 1 36 0 37 +30 mins. 0 0 0 0 0 20 32 52 0 2 96 98 4 25 0 29 +45 mins. 0 0 0 0 0 24 38 62 1 4 91 96 4 24 0 28 Total Volume 0 0 0 0 0 107 118 225 2 7 381 390 13 105 0 118 % App. Total 0 0 0 0 47.6 52.4 0.5 1.8 97.7 11 89 0 PHF .000 .000 .000 .000 .000 .811 .776 .907 .500 .438 .962 .975 .813 .729 .000 .797 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 29 27 56 3 4 76 83 4 19 0 23 162 04:15 PM 0 0 0 0 0 31 17 48 3 1 76 80 4 17 0 21 149 04:30 PM 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 160 04:45 PM 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 171 Total 0 0 0 0 0 103 110 213 6 8 312 326 13 90 0 103 642 05:00 PM 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 172 05:15 PM 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 172 05:30 PM 0 0 0 0 0 11 32 43 0 2 96 98 0 21 0 21 162 05:45 PM 0 0 0 0 0 21 29 50 1 4 91 96 2 22 0 24 170 Total 0 0 0 0 0 84 110 194 2 6 377 385 8 89 0 97 676 Grand Total 0 0 0 0 0 187 220 407 8 14 689 711 21 179 0 200 1318 Apprch % 0 0 0 0 45.9 54.1 1.1 2 96.9 10.5 89.5 0 Total % 0 0 0 0 0 14.2 16.7 30.9 0.6 1.1 52.3 53.9 1.6 13.6 0 15.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 160 04:45 PM 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 171 05:00 PM 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 172 05:15 PM 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 172 Total Volume 0 0 0 0 0 95 115 210 1 3 350 354 11 100 0 111 675 % App. Total 0 0 0 0 45.2 54.8 0.3 0.8 98.9 9.9 90.1 0 PHF .000 .000 .000 .000 .000 .880 .821 .890 .250 .375 .884 .894 .688 .735 .000 .793 .981 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 129 0 129 Right 115 Thru 95 Left0 Out In Total 450 210 660 Left1 Thru3 Right 350 Out In Total 0 354 354 Left 11 Thru 100 Right0 Out In Total 96 111 207 Peak Hour Begins at 04:30 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 +15 mins. 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 +30 mins. 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 +45 mins. 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 Total Volume 0 0 0 0 0 95 115 210 1 3 350 354 11 100 0 111 % App. Total 0 0 0 0 45.2 54.8 0.3 0.8 98.9 9.9 90.1 0 PHF .000 .000 .000 .000 .000 .880 .821 .890 .250 .375 .884 .894 .688 .735 .000 .793 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 2 3 0 0 1 1 0 3 0 3 7 04:15 PM 0 0 0 0 0 2 1 3 0 0 1 1 0 1 0 1 5 04:30 PM 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 6 Total 0 0 0 0 0 4 4 8 0 0 9 9 0 6 0 6 23 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 05:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 1 2 0 0 0 0 2 1 0 3 5 Grand Total 0 0 0 0 0 5 5 10 0 0 0 9 9 2 7 0 9 28 Apprch % 0 0 0 0 50 50 0 0 100 22.2 77.8 0 Total % 0 0 0 0 0 17.9 17.9 35.7 0 0 32.1 32.1 7.1 25 0 32.1 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 Total Volume 0 0 0 0 0 1 1 2 0 0 7 7 2 3 0 5 14 % App. Total 0 0 0 0 50 50 0 0 100 40 60 0 PHF .000 .000 .000 .000 .000 .250 .250 .500 .000 .000 .438 .438 .500 .375 .000 .625 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 3 0 3 Right1 Thru1 Left0 Out In Total 10 2 12 Left0 Thru0 Right7 Out In Total 0 7 7 Left2 Thru3 Right0 Out In Total 1 5 6 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 Total Volume 0 0 0 0 0 1 1 2 0 0 7 7 2 3 0 5 % App. Total 0 0 0 0 50 50 0 0 100 40 60 0 PHF .000 .000 .000 .000 .000 .250 .250 .500 .000 .000 .438 .438 .500 .375 .000 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 Grand Total 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 0 3 Apprch % 0 0 0 0 0 0 33.3 0 66.7 0 0 0 Total % 0 0 0 0 0 0 0 0 33.3 0 66.7 100 0 0 0 0 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 3 % App. Total 0 0 0 0 0 0 33.3 0 66.7 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .375 .000 .000 .000 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 2 0 2 Left1 Thru0 Right2 Out In Total 0 3 3 Left0 Thru0 Right0 Out In Total 1 0 1 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 % App. Total 0 0 0 0 0 0 33.3 0 66.7 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 Grand Total 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 3 Apprch % 0 0 0 0 0 0 0 0 100 0 0 0 Total % 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .000 .000 .000 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 3 0 3 Left0 Thru0 Right3 Out In Total 0 3 3 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:30 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 2 0 2 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 04:30 PM 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 4 4 0 2 1 3 0 5 0 5 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 2 2 0 1 0 1 0 2 0 2 5 Grand Total 0 0 0 0 0 0 6 6 0 3 1 4 0 0 7 0 7 17 Apprch % 0 0 0 0 0 100 0 75 25 0 100 0 Total % 0 0 0 0 0 0 35.3 35.3 0 17.6 5.9 23.5 0 41.2 0 41.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 Total Volume 0 0 0 0 0 0 4 4 0 2 1 3 0 2 0 2 9 % App. Total 0 0 0 0 0 100 0 66.7 33.3 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .500 .000 .500 .250 .375 .000 .250 .000 .250 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right4 Thru0 Left0 Out In Total 3 4 7 Left0 Thru2 Right1 Out In Total 0 3 3 Left0 Thru2 Right0 Out In Total 0 2 2 Peak Hour Begins at 04:30 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 +15 mins. 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 Total Volume 0 0 0 0 0 0 4 4 0 2 1 3 0 2 0 2 % App. Total 0 0 0 0 0 100 0 66.7 33.3 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .500 .000 .500 .250 .375 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 63 12 0 75 82 1 0 83 0 0 0 0 0 0 0 0 158 07:15 AM 28 18 1 47 87 0 0 87 0 0 0 0 0 1 0 1 135 07:30 AM 28 14 1 43 59 0 0 59 0 0 0 0 0 1 0 1 103 07:45 AM 36 13 1 50 60 0 0 60 0 0 0 0 0 1 0 1 111 Total 155 57 3 215 288 1 0 289 0 0 0 0 0 3 0 3 507 08:00 AM 25 14 1 40 48 0 0 48 0 0 0 0 0 0 0 0 88 08:15 AM 17 25 1 43 56 0 0 56 0 0 0 0 0 0 1 1 100 08:30 AM 26 29 0 55 28 1 0 29 0 0 0 0 0 0 3 0 3 87 08:45 AM 21 16 0 37 24 0 0 24 0 0 0 0 0 0 0 0 61 Total 89 84 2 175 156 1 0 157 0 0 0 0 0 3 1 4 336 Grand Total 244 141 5 390 444 2 0 446 0 0 0 0 0 6 1 7 843 Apprch % 62.6 36.2 1.3 99.6 0.4 0 0 0 0 0 85.7 14.3 Total % 28.9 16.7 0.6 46.3 52.7 0.2 0 52.9 0 0 0 0 0 0.7 0.1 0.8 Passenger Vehicles 237 3 3 243 441 2 0 443 0 0 0 0 0 1 0 1 687 % Passenger Vehicles 97.1 2.1 60 62.3 99.3 100 0 99.3 0 0 0 0 0 16.7 0 14.3 81.5 Large 2 Axle Vehicles 4 115 2 121 1 0 0 1 0 0 0 0 0 5 1 6 128 % Large 2 Axle Vehicles 1.6 81.6 40 31 0.2 0 0 0.2 0 0 0 0 0 83.3 100 85.7 15.2 3 Axle Vehicles 3 23 0 26 2 0 0 2 0 0 0 0 0 0 0 0 28 % 3 Axle Vehicles 1.2 16.3 0 6.7 0.5 0 0 0.4 0 0 0 0 0 0 0 0 3.3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 63 12 0 75 82 1 0 83 0 0 0 0 0 0 0 0 158 07:15 AM 28 18 1 47 87 0 0 87 0 0 0 0 0 1 0 1 135 07:30 AM 28 14 1 43 59 0 0 59 0 0 0 0 0 1 0 1 103 07:45 AM 36 13 1 50 60 0 0 60 0 0 0 0 0 1 0 1 111 Total Volume 155 57 3 215 288 1 0 289 0 0 0 0 0 3 0 3 507 % App. Total 72.1 26.5 1.4 99.7 0.3 0 0 0 0 0 100 0 PHF .615 .792 .750 .717 .828 .250 .000 .830 .000 .000 .000 .000 .000 .750 .000 .750 .802 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right3 Thru 57 Left 155 Out In Total 0 215 215 Right0 Thru1 Left 288 Out In Total 158 289 447 Left0 Thru0 Right0 Out In Total 345 0 345 Left0 Thru3 Right0 Out In Total 4 3 7 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:45 AM +0 mins. 63 12 0 75 82 1 0 83 0 0 0 0 0 1 0 1 +15 mins. 28 18 1 47 87 0 0 87 0 0 0 0 0 0 0 0 +30 mins. 28 14 1 43 59 0 0 59 0 0 0 0 0 0 1 1 +45 mins. 36 13 1 50 60 0 0 60 0 0 0 0 0 3 0 3 Total Volume 155 57 3 215 288 1 0 289 0 0 0 0 0 4 1 5 % App. Total 72.1 26.5 1.4 99.7 0.3 0 0 0 0 0 80 20 PHF .615 .792 .750 .717 .828 .250 .000 .830 .000 .000 .000 .000 .000 .333 .250 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 145 07:15 AM 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 118 07:30 AM 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 85 07:45 AM 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 96 Total 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 444 08:00 AM 25 0 1 26 48 0 0 48 0 0 0 0 0 0 0 0 74 08:15 AM 17 0 0 17 56 0 0 56 0 0 0 0 0 0 0 0 73 08:30 AM 23 0 0 23 27 1 0 28 0 0 0 0 0 0 0 0 51 08:45 AM 20 1 0 21 24 0 0 24 0 0 0 0 0 0 0 0 45 Total 85 1 1 87 155 1 0 156 0 0 0 0 0 0 0 0 243 Grand Total 237 3 3 243 441 2 0 443 0 0 0 0 0 1 0 1 687 Apprch % 97.5 1.2 1.2 99.5 0.5 0 0 0 0 0 100 0 Total % 34.5 0.4 0.4 35.4 64.2 0.3 0 64.5 0 0 0 0 0 0.1 0 0.1 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 145 07:15 AM 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 118 07:30 AM 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 85 07:45 AM 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 96 Total Volume 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 444 % App. Total 97.4 1.3 1.3 99.7 0.3 0 0 0 0 0 100 0 PHF .603 .250 .500 .619 .831 .250 .000 .834 .000 .000 .000 .000 .000 .250 .000 .250 .766 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right2 Thru2 Left 152 Out In Total 0 156 156 Right0 Thru1 Left 286 Out In Total 153 287 440 Left0 Thru0 Right0 Out In Total 288 0 288 Left0 Thru1 Right0 Out In Total 3 1 4 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 +15 mins. 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 +30 mins. 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 +45 mins. 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 Total Volume 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 % App. Total 97.4 1.3 1.3 99.7 0.3 0 0 0 0 0 100 0 PHF PHF .603 .250 .500 .619 .831 .250 .000 .834 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 07:15 AM 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 07:30 AM 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 15 07:45 AM 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 13 Total 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 50 08:00 AM 0 10 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 08:15 AM 0 22 1 23 0 0 0 0 0 0 0 0 0 0 1 1 24 08:30 AM 2 23 0 25 1 0 0 1 0 0 0 0 0 3 0 3 29 08:45 AM 1 14 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 Total 3 69 1 73 1 0 0 1 0 0 0 0 0 3 1 4 78 Grand Total 4 115 2 121 1 0 0 1 0 0 0 0 0 5 1 6 128 Apprch % 3.3 95 1.7 100 0 0 0 0 0 0 83.3 16.7 Total % 3.1 89.8 1.6 94.5 0.8 0 0 0.8 0 0 0 0 0 3.9 0.8 4.7 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 07:15 AM 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 07:30 AM 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 15 07:45 AM 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 13 Total Volume 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 50 % App. Total 2.1 95.8 2.1 0 0 0 0 0 0 0 100 0 PHF .250 .885 .250 .857 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right1 Thru 46 Left1 Out In Total 0 48 48 Right0 Thru0 Left0 Out In Total 3 0 3 Left0 Thru0 Right0 Out In Total 46 0 46 Left0 Thru2 Right0 Out In Total 1 2 3 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 % App. Total 2.1 95.8 2.1 0 0 0 0 0 0 0 100 0 PHF .250 .885 .250 .857 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:15 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:30 AM 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 13 08:00 AM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 08:15 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 1 6 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 14 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 Grand Total 3 23 0 26 2 0 0 2 0 0 0 0 0 0 0 0 28 Apprch % 11.5 88.5 0 100 0 0 0 0 0 0 0 0 Total % 10.7 82.1 0 92.9 7.1 0 0 7.1 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:15 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:30 AM 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 13 % App. Total 18.2 81.8 0 100 0 0 0 0 0 0 0 0 PHF .500 .750 .000 .917 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .813 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru9 Left2 Out In Total 0 11 11 Right0 Thru0 Left2 Out In Total 2 2 4 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +15 mins. 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +30 mins. 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 % App. Total 18.2 81.8 0 100 0 0 0 0 0 0 0 0 PHF .500 .750 .000 .917 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 73 04:15 PM 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 66 04:30 PM 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 64 04:45 PM 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 62 Total 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 265 05:00 PM 24 17 0 41 22 2 0 24 0 0 0 0 0 2 0 2 67 05:15 PM 22 14 0 36 26 0 0 26 0 0 0 0 0 1 0 1 63 05:30 PM 26 8 0 34 15 0 0 15 0 0 0 0 0 1 0 1 1 50 05:45 PM 16 4 1 21 27 0 0 27 0 0 0 0 0 0 0 0 48 Total 88 43 1 132 90 2 0 92 0 0 0 0 0 4 0 4 228 Grand Total 193 104 1 298 182 5 0 187 0 0 0 0 0 8 0 8 493 Apprch % 64.8 34.9 0.3 97.3 2.7 0 0 0 0 0 100 0 Total % 39.1 21.1 0.2 60.4 36.9 1 0 37.9 0 0 0 0 0 1.6 0 1.6 Passenger Vehicles 179 26 1 206 176 5 0 181 0 0 0 0 0 4 0 4 391 % Passenger Vehicles 92.7 25 100 69.1 96.7 100 0 96.8 0 0 0 0 0 50 0 50 79.3 Large 2 Axle Vehicles 7 60 0 67 5 0 0 5 0 0 0 0 0 2 0 2 74 % Large 2 Axle Vehicles 3.6 57.7 0 22.5 2.7 0 0 2.7 0 0 0 0 0 25 0 25 15 3 Axle Vehicles 2 12 0 14 1 0 0 1 0 0 0 0 0 0 0 0 15 % 3 Axle Vehicles 1 11.5 0 4.7 0.5 0 0 0.5 0 0 0 0 0 0 0 0 3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 5 6 0 11 0 0 0 0 0 0 0 0 0 2 0 2 13 % 5+ Axle Trucks 2.6 5.8 0 3.7 0 0 0 0 0 0 0 0 0 25 0 25 2.6 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 73 04:15 PM 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 66 04:30 PM 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 64 04:45 PM 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 62 Total Volume 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 265 % App. Total 63.3 36.7 0 96.8 3.2 0 0 0 0 0 100 0 PHF .905 .803 .000 .883 .852 .375 .000 .819 .000 .000 .000 .000 .000 .500 .000 .500 .908 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 61 Left 105 Out In Total 0 166 166 Right0 Thru3 Left 92 Out In Total 109 95 204 Left0 Thru0 Right0 Out In Total 153 0 153 Left0 Thru4 Right0 Out In Total 3 4 7 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 +15 mins. 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 +30 mins. 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 +45 mins. 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 Total Volume 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 % App. Total 63.3 36.7 0 96.8 3.2 0 0 0 0 0 100 0 PHF .905 .803 .000 .883 .852 .375 .000 .819 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 53 04:15 PM 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 52 04:30 PM 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 52 04:45 PM 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 48 Total 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 205 05:00 PM 20 3 0 23 22 2 0 24 0 0 0 0 0 1 0 1 48 05:15 PM 21 6 0 27 25 0 0 25 0 0 0 0 0 1 0 1 53 05:30 PM 24 1 0 25 13 0 0 13 0 0 0 0 0 1 0 1 39 05:45 PM 16 2 1 19 27 0 0 27 0 0 0 0 0 0 0 0 46 Total 81 12 1 94 87 2 0 89 89 0 0 0 0 0 3 0 3 186 Grand Total 179 26 1 206 176 5 0 181 0 0 0 0 0 4 0 4 391 Apprch % 86.9 12.6 0.5 97.2 2.8 0 0 0 0 0 100 0 Total % 45.8 6.6 0.3 52.7 45 1.3 0 46.3 0 0 0 0 0 1 0 1 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 53 04:15 PM 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 52 04:30 PM 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 52 04:45 PM 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 48 Total Volume 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 205 % App. Total 87.5 12.5 0 96.7 3.3 0 0 0 0 0 100 0 PHF .875 .700 .000 .903 .856 .375 .000 .821 .000 .000 .000 .000 .000 .250 .000 .250 .967 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 14 Left 98 Out In Total 0 112 112 Right0 Thru3 Left 89 Out In Total 99 92 191 Left0 Thru0 Right0 Out In Total 103 0 103 Left0 Thru1 Right0 Out In Total 3 1 4 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 +15 mins. 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 +30 mins. 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 +45 mins. 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 Total Volume 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 % App. Total 87.5 12.5 0 96.7 3.3 0 0 0 0 0 100 0 PHF .875 .875 .700 .000 .903 .856 .375 .000 .821 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 04:15 PM 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 10 04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 PM 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 10 Total 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 38 05:00 PM 2 12 0 14 0 0 0 0 0 0 0 0 0 1 0 1 15 05:15 PM 0 7 0 7 1 0 0 1 0 0 0 0 0 0 0 0 8 05:30 PM 2 7 0 9 2 0 0 2 0 0 0 0 0 0 0 0 11 05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 4 28 0 32 3 0 0 3 0 0 0 0 0 1 0 1 36 Grand Total 7 60 60 0 67 5 0 0 5 0 0 0 0 0 2 0 2 74 Apprch % 10.4 89.6 0 100 0 0 0 0 0 0 100 0 Total % 9.5 81.1 0 90.5 6.8 0 0 6.8 0 0 0 0 0 2.7 0 2.7 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 04:15 PM 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 10 04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 PM 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 10 Total Volume 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 38 % App. Total 8.6 91.4 0 100 0 0 0 0 0 0 100 0 PHF .750 .615 .000 .625 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .679 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 32 Left3 Out In Total 0 35 35 Right0 Thru0 Left2 Out In Total 4 2 6 Left0 Thru0 Right0 Out In Total 34 0 34 Left0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 +30 mins. 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 Total Volume 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 % App. Total 8.6 91.4 0 100 0 0 0 0 0 0 100 0 PHF .750 .615 .000 .625 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 04:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 12 05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 2 12 0 14 1 0 0 1 0 0 0 0 0 0 0 0 15 Apprch % 14.3 85.7 0 100 0 0 0 0 0 0 0 0 Total % 13.3 80 0 93.3 6.7 0 0 6.7 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 04:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total Volume 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 12 % App. Total 9.1 90.9 0 100 0 0 0 0 0 0 0 0 PHF .250 .833 .000 .917 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 10 Left1 Out In Total 0 11 11 Right0 Thru0 Left1 Out In Total 1 1 2 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +45 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 % App. Total 9.1 90.9 0 100 0 0 0 0 0 0 0 0 PHF .250 .833 .000 .917 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 04:15 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 10 05:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 5 6 0 11 0 0 0 0 0 0 0 0 0 2 0 2 13 Apprch % 45.5 54.5 0 0 0 0 0 0 0 0 100 0 Total % 38.5 46.2 0 84.6 0 0 0 0 0 0 0 0 0 15.4 0 15.4 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 04:15 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 10 % App. Total 37.5 62.5 0 0 0 0 0 0 0 0 100 0 PHF .375 .417 .000 .667 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru5 Left3 Out In Total 0 8 8 Right0 Thru0 Left0 Out In Total 5 0 5 Left0 Thru0 Right0 Out In Total 5 0 5 Left0 Thru2 Right0 Out In Total 0 2 2 Peak Hour Begins at 04:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 % App. Total 37.5 62.5 0 0 0 0 0 0 0 0 100 0 PHF .375 .417 .000 .667 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 Heavy Vehicle Worksheets 210 32 1046 2 0 65 N 3 0 21 7 0 37 NTS 5 0 21 15 0 79 227 32 1190 0000000 0000000 471 20 0 19 18 443 143 92 23 7 32 184 778 13 2 10 16 759 325 80 11 0 11 344 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Ramps /Highway 79 I-15 Southbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 6% 3% 8% Passenger Cars Large 2 Axle Veh. 0.979 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps0% Total Veh. Heavy Veh. % AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 176 0 1431 0 0 8 N 0 0 3 0 0 1 NTS 1 0 5 1 0 9 177 0 1448 0000000 0000000 424 10015 418 497 34026 506 375 44008 363 250 30011 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 0.990 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps /Highway 79 I-15 Southbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 1% 1% 1% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 1562 87 27 6 54 32 1443 83 26028 93 1020 20 3 16 1 14 986 1197 73 26 31 16 73 1343 0000000 0000000 120 0 374 0 0 7 0 0 2 0 0 0 0 0 5 5 0 18 115 0 349 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. AM Peak: 7:45-8:45 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars I-15 Northbound Ramps1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 0.941 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Northbound Ramps /Highway 79 I-15 Northbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 0% 4% 6% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 1275 8602 40 1227 145 11102 148 569 5401 11 553 1740 11 406 10 1761 0000000 0000000 199 1 953 1 0 1 0 0 0 0 0 0 1 0 1 5 0 4 193 1 948 I-15 Northbound Ramps /Highway 79 I-15 Northbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 1% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.960 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 212 8 149 1 0 3 N 0 0 0 0 0 0 NTS 1 0 0 1 0 0 214 8 152 140 00001 139 82 01001 83 2390 71 7 26 38 34 2285 1453 43 38 28 26 92 1588 16 00001 15 6010017 20 11 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 11 17 La Paz Road /Highway 79 La Paz Road Highway 79 Highway 79 Count Date: 9/13/2007 0% 3% 6% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:30-8:30 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.978 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. La Paz Road 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 66 12 381 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 66 12 381 175 00000 175 157 00000 157 1691 10 802 31 1650 2496 14 408 12 2522 15 00000 15 31 00000 31 10 5 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 5 14 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. La Paz Road 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.973 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks La Paz Road /Highway 79 La Paz Road Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 0% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 0000000 0000000 1321 24 1 11 12 17 1280 868 25 9 11 8 28 921 174 51042 167 774 26 28 87 43 843 1067 0 166 45 0 2 12 0 0 15 0 0 18 0 2 16 0 5 1006 0 159 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Pechanga Parkway 4% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:45-8:45 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.930 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Pechanga Parkway /Highway 79 Pechanga Parkway Highway 79 Highway 79 Count Date: 9/13/2007 0% 2% 4% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 0000000 0000000 899 6501 12 881 1637 61078 1651 268 00004 264 1317 93036 1332 1039 0 421 4 0 0 3 0 0 0 0 0 1 0 0 20 0 2 1015 0 419 Pechanga Parkway /Highway 79 Pechanga Parkway Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.979 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Pechanga Parkway 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 0000000 0000000 1134 28 14 0 14 17 1089 901 73 989 26 1000 239 00002 237 160 30000 163 124 0 88 0 0 2 0 0 1 0 0 0 0 0 1 5 0 3 119 0 83 Rainbow Canyon Road /Pechanga Parkway Rainbow Canyon Road Pechanga Parkway Pechanga Parkway Count Date: 9/18/2007 0% 2% 2% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.914 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 0000000 0000000 1172 1100 23 1148 1388 70044 1399 66 00001 65 94 30011 98 327 0 334 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 323 0 330 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.950 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Pechanga Parkway Rainbow Canyon Road Pechanga Parkway Pechanga Parkway Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 6 383 0 0 5 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 6 388 0 0000000 7000007 0000000 0000000 0000000 2000002 0 185 0 0 2 0 0 1 0 0 0 0 0 1 0 0 7 0 0 176 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.850 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Birdie Court Rainbow Canyon Road Birdie Court Birdie Court Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 9 149 0 0 4 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 9 153 0 0000000 3000003 0000000 0000000 0000000 0000000 0 662 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 655 0 Rainbow Canyon Road /Birdie Court Rainbow Canyon Road Birdie Court Birdie Court Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.989 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 361 14 0 5 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 366 14 63 00000 63 0000000 0000000 0000000 61 00001 60 0000000 0 126 3 0 2 0 0 1 0 0 0 0 0 1 0 0 6 0 0 118 3 Rainbow Canyon Road /Bayhill Drive Rainbow Canyon Road Bayhill Drive Bayhill Drive Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.833 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 114 34 0 3 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 117 34 45 00001 44 0000000 0000000 0000000 13 00000 13 0000000 0 617 29 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 611 28 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.976 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Bayhill Drive Rainbow Canyon Road Bayhill Drive Bayhill Drive Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 275 129 2 0 1 0 N 0 1 0 1 0 0 NTS 2 0 0 3 1 0 278 131 2 2000002 58 20011 61 45 00001 44 40 21001 43 3000003 91 41012 97 31 43 1 2 0 0 2 0 0 0 0 0 0 0 0 0 2 0 29 41 1 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Old Highway 395 3% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.865 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Old Highway 395 /Rainbow Valley Boulevard Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 1% 0% 2% Passenger Cars Large 2 Axle Veh. 76 27 1 3 0 0 N 0 0 0 0 0 0 NTS 1 0 0 1 0 0 80 27 1 6000006 378 61124 388 38 00000 38 45 00112 47 6000006 39 30101 43 70 194 2 4 0 0 3 0 0 1 0 0 0 0 0 2 1 0 64 193 2 Old Highway 395 /Rainbow Valley Boulevard Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 1% 0% 1% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.947 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Old Highway 395 2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 70 43010 66 7200009 291 11000 290 146 71023 156 0000000 1000001 1 7 61 0 1 1 0 1 0 0 0 1 0 0 0 0 2 3 1 4 57 I-15 Northbound Ramps /Rainbow Valley Boulevard I-15 Northbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 0% 1% 2% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.876 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps3% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 120 44001 115 11 20000 13 96 00001 95 100 30022 105 0000000 0000000 2 5 363 1 2 6 0 2 1 0 0 3 1 0 2 0 0 7 1 3 350 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 4:30-5:30PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.972 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Northbound Ramps /Rainbow Valley Boulevard I-15 Northbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 0% 2% 2% Passenger Cars Large 2 Axle Veh. 2 2 152 1 46 1 N 0 9 2 0 0 0 NTS 0 0 0 0 9 2 3 57 155 0000000 0000000 1000001 1200003 288 20020 286 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.802 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps /Rainbow Valley Boulevard I-15 Southbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 5% 1% 0% Passenger Cars Large 2 Axle Veh. 0 14 98 0 32 3 N 0 10 1 0 0 0 NTS 0 5 3 0 15 4 0 61 105 0000000 0000000 3000003 1100224 92 10012 89 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Ramps /Rainbow Valley Boulevard I-15 Southbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 11% 1% 50% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:00-5:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.908 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Santa Margarita Annexation Traffic Study September 2008 APPENDIX B-EXISTING LOS RESULTS COMPARE Thu Sep 18 15:26:29 2008 Page 3-1 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 227 32 1190*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 184 1 Critical V/C: 0.970 2 471 1 Avg Crit Del (sec/veh): 59.4 0 344*** 0 Avg Delay (sec/veh): 48.1 2 778*** LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1190 32 227 0 184 344 778 471 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1190 32 227 0 184 344 778 471 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1216 33 232 0 188 351 795 481 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1216 33 232 0 188 351 795 481 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1216 33 232 0 188 351 795 481 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.40 0.40 0.15 0.00 0.12 0.23 0.23 0.14 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 0.97 0.97 0.37 0.00 0.52 0.97 0.97 0.29 0.00 Delay/Veh: 0.0 0.0 0.0 50.0 50.0 23.0 0.0 36.7 71.9 65.5 13.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 50.0 50.0 23.0 0.0 36.7 71.9 65.5 13.7 0.0 LOS by Move: A A A D D C A D E E B A HCM2kAvgQ: 0 0 0 26 26 6 0 6 17 19 4 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-2 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 177 0 1448*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 506*** 1 Critical V/C: 0.875 2 424 1 Avg Crit Del (sec/veh): 32.7 0 254 0 Avg Delay (sec/veh): 29.3 2 375*** LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1448 0 177 0 506 254 375 424 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1448 0 177 0 506 254 375 424 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1463 0 179 0 511 257 379 428 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1463 0 179 0 511 257 379 428 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1463 0 179 0 511 257 379 428 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2260 1135 3467 3574 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.41 0.00 0.11 0.00 0.23 0.23 0.11 0.12 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.12 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 0.24 0.00 0.88 0.88 0.87 0.31 0.00 Delay/Veh: 0.0 0.0 0.0 24.7 0.0 13.0 0.0 38.2 38.2 52.1 15.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.7 0.0 13.0 0.0 38.2 38.2 52.1 15.9 0.0 LOS by Move: A A A C A B A D D D B A HCM2kAvgQ: 0 0 0 20 0 3 0 13 13 8 3 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-3 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 83*** 1 Cycle Time (sec): 110 1 1562*** 0 Loss Time (sec): 12 1 1197 2 Critical V/C: 0.833 2 1020 0 Avg Crit Del (sec/veh): 16.0 0 0 0 Avg Delay (sec/veh): 11.8 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 120 0 374*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 120 0 374 0 0 0 83 1197 0 0 1020 1562 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 128 0 397 0 0 0 88 1272 0 0 1084 1660 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 0 397 0 0 0 88 1272 0 0 1084 1660 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 0 397 0 0 0 88 1272 0 0 1084 1660 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.14 0.00 0.00 0.00 0.05 0.37 0.00 0.00 0.36 0.55 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.42 0.00 0.83 0.00 0.00 0.00 0.81 0.52 0.00 0.00 0.54 0.83 Delay/Veh: 41.8 0.0 56.2 0.0 0.0 0.0 86.8 1.3 0.0 0.0 4.3 7.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.8 0.0 56.2 0.0 0.0 0.0 86.8 1.3 0.0 0.0 4.3 7.9 LOS by Move: D A E A A A F A A A A A HCM2kAvgQ: 4 0 10 0 0 0 5 3 0 0 5 17 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-4 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 148 1 Cycle Time (sec): 150 1 1275 0 Loss Time (sec): 12 1 1761*** 2 Critical V/C: 0.938 2 569 0 Avg Crit Del (sec/veh): 54.4 0 0 0 Avg Delay (sec/veh): 46.9 0 0*** LOS: D Lanes: 0 1 0 0 2 Initial Vol: 199 1 953*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 1 953 0 0 0 148 1761 0 0 569 1275 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 199 1 953 0 0 0 148 1761 0 0 569 1275 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 207 1 993 0 0 0 154 1834 0 0 593 1328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1 993 0 0 0 154 1834 0 0 593 1328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 207 1 993 0 0 0 154 1834 0 0 593 1328 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3067 3067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.35 0.00 0.00 0.00 0.09 0.51 0.00 0.00 0.19 0.43 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.09 0.52 0.00 0.00 0.47 0.47 Volume/Cap: 0.32 0.32 0.99 0.00 0.00 0.00 0.92 0.99 0.00 0.00 0.41 0.92 Delay/Veh: 35.6 35.6 73.4 0.0 0.0 0.0 113.3 44.1 0.0 0.0 21.0 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.6 35.6 73.4 0.0 0.0 0.0 113.3 44.1 0.0 0.0 21.0 36.7 LOS by Move: D D E A A A F D A A C D HCM2kAvgQ: 7 7 31 0 0 0 10 49 0 0 7 33 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-5 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 214*** 8 152 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 83*** 1 Cycle Time (sec): 150 0 140 0 Loss Time (sec): 16 1 1588 2 Critical V/C: 0.818 2 2390*** 1 Avg Crit Del (sec/veh): 22.3 0 7 0 Avg Delay (sec/veh): 19.7 1 16 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 20*** 11 17 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 11 17 152 8 214 83 1588 7 16 2390 140 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 20 11 17 152 8 214 83 1588 7 16 2390 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 20 11 17 155 8 219 85 1624 7 16 2444 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 11 17 155 8 219 85 1624 7 16 2444 143 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 11 17 155 8 219 85 1624 7 16 2444 143 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.09 0.00 0.14 0.05 0.33 0.33 0.01 0.52 0.52 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.16 0.16 0.16 0.06 0.60 0.60 0.08 0.62 0.62 Volume/Cap: 0.59 0.59 0.59 0.53 0.03 0.83 0.83 0.56 0.56 0.11 0.83 0.83 Delay/Veh: 81.2 81.2 81.2 59.3 52.8 80.2 110.7 10.6 10.6 63.9 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 81.2 81.2 81.2 59.3 52.8 80.2 110.7 10.6 10.6 63.9 13.4 13.4 LOS by Move: F F F E D F F B B E B B HCM2kAvgQ: 3 3 3 7 0 12 6 10 10 1 26 26 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-6 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 66 12 381*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 157 1 Cycle Time (sec): 150 0 175 0 Loss Time (sec): 16 1 2522*** 2 Critical V/C: 0.839 2 1691 1 Avg Crit Del (sec/veh): 31.5 0 31 0 Avg Delay (sec/veh): 31.2 1 15*** LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 10 5*** 14 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 5 14 381 12 66 157 2522 31 15 1691 175 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 10 5 14 381 12 66 157 2522 31 15 1691 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 5 14 392 12 68 161 2592 32 15 1738 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 5 14 392 12 68 161 2592 32 15 1738 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 5 14 392 12 68 161 2592 32 15 1738 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4588 475 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.22 0.01 0.04 0.09 0.51 0.51 0.01 0.38 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.24 0.24 0.24 0.12 0.56 0.56 0.05 0.49 0.49 Volume/Cap: 0.37 0.37 0.37 0.90 0.03 0.18 0.77 0.90 0.90 0.18 0.77 0.77 Delay/Veh: 72.1 72.1 72.1 77.4 43.7 45.5 80.5 24.0 24.0 69.8 25.9 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.1 72.1 72.1 77.4 43.7 45.5 80.5 24.0 24.0 69.8 25.9 25.9 LOS by Move: E E E E D D F C C E C C HCM2kAvgQ: 2 2 2 21 0 2 9 38 38 1 23 23 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-7 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 921 3 Critical V/C: 0.729 3 1321*** 0 Avg Crit Del (sec/veh): 25.1 0 843 1 Avg Delay (sec/veh): 20.6 2 174 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1067*** 0 166 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1067 0 166 0 0 0 0 921 843 174 1321 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1067 0 166 0 0 0 0 921 843 174 1321 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1147 0 178 0 0 0 0 990 906 187 1420 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1147 0 178 0 0 0 0 990 906 187 1420 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1147 0 178 0 0 0 0 990 906 187 1420 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.34 0.00 0.11 0.00 0.00 0.00 0.00 0.20 0.58 0.05 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.53 0.00 0.00 0.00 0.00 0.32 0.74 0.11 0.34 0.00 Volume/Cap: 0.81 0.00 0.22 0.00 0.00 0.00 0.00 0.63 0.79 0.48 0.81 0.00 Delay/Veh: 24.2 0.0 10.0 0.0 0.0 0.0 0.0 23.4 4.4 34.1 25.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.2 0.0 10.0 0.0 0.0 0.0 0.0 23.4 4.4 34.1 25.7 0.0 LOS by Move: C A A A A A A C A C C A HCM2kAvgQ: 15 0 2 0 0 0 0 8 5 3 14 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-8 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1651 3 Critical V/C: 1.008 3 899 0 Avg Crit Del (sec/veh): 56.6 0 1332*** 1 Avg Delay (sec/veh): 37.4 2 268*** LOS: D Lanes: 2 0 0 0 1 Initial Vol: 1039*** 0 421 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1039 0 421 0 0 0 0 1651 1332 268 899 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1061 0 430 0 0 0 0 1686 1361 274 918 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1061 0 430 0 0 0 0 1686 1361 274 918 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1061 0 430 0 0 0 0 1686 1361 274 918 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.27 0.00 0.00 0.00 0.00 0.33 0.84 0.08 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.38 0.00 0.00 0.00 0.00 0.54 0.84 0.08 0.48 0.00 Volume/Cap: 1.01 0.00 0.70 0.00 0.00 0.00 0.00 0.61 1.01 1.01 0.37 0.00 Delay/Veh: 78.6 0.0 40.5 0.0 0.0 0.0 0.0 16.3 26.4 121.1 18.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.6 0.0 40.5 0.0 0.0 0.0 0.0 16.3 26.4 121.1 18.5 0.0 LOS by Move: E A D A A A A B C F B A HCM2kAvgQ: 30 0 16 0 0 0 0 14 67 10 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-9 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1000*** 1 Critical V/C: 0.713 2 1134 1 Avg Crit Del (sec/veh): 16.9 0 163 0 Avg Delay (sec/veh): 13.6 1 239*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 124*** 0 88 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||-------- -------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 0 88 0 0 0 0 1000 163 239 1134 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 124 0 88 0 0 0 0 1000 163 239 1134 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 136 0 96 0 0 0 0 1094 178 261 1241 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 0 96 0 0 0 0 1094 178 261 1241 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 136 0 96 0 0 0 0 1094 178 261 1241 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2978 485 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.06 0.00 0.00 0.00 0.00 0.37 0.37 0.15 0.35 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.56 0.00 Volume/Cap: 0.71 0.00 0.57 0.00 0.00 0.00 0.00 0.71 0.71 0.71 0.62 0.00 Delay/Veh: 42.3 0.0 34.1 0.0 0.0 0.0 0.0 11.1 11.1 32.3 7.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 0.0 34.1 0.0 0.0 0.0 0.0 11.1 11.1 32.3 7.4 0.0 LOS by Move: D A C A A A A B B C A A HCM2kAvgQ: 4 0 3 0 0 0 0 10 10 7 8 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-10 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) Existing PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1399*** 1 Critical V/C: 0.792 2 1172 1 Avg Crit Del (sec/veh): 22.2 0 98 0 Avg Delay (sec/veh): 21.2 1 66*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 327 0 334*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||-------- -------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 0 334 0 0 0 0 1399 98 66 1172 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 327 0 334 0 0 0 0 1399 98 66 1172 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 344 0 352 0 0 0 0 1473 103 69 1234 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 344 0 352 0 0 0 0 1473 103 69 1234 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 344 0 352 0 0 0 0 1473 103 69 1234 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3340 234 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.00 0.22 0.00 0.00 0.00 0.00 0.44 0.44 0.04 0.34 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.51 0.00 Volume/Cap: 0.71 0.00 0.81 0.00 0.00 0.00 0.00 0.81 0.81 0.55 0.67 0.00 Delay/Veh: 38.1 0.0 45.5 0.0 0.0 0.0 0.0 15.8 15.8 50.1 14.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.1 0.0 45.5 0.0 0.0 0.0 0.0 15.8 15.8 50.1 14.8 0.0 LOS by Move: D A D A A A A B B D B A HCM2kAvgQ: 11 0 12 0 0 0 0 19 19 3 13 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-11 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 388 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 185 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 185 0 0 388 6 7 0 2 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 185 0 0 388 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 218 0 0 456 7 8 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 218 0 0 456 7 8 0 2 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 678 678 460 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 421 377 605 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 421 377 605 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 452 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.2 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-13 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 9 153 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 662 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 662 0 0 153 9 3 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 662 0 0 153 9 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 669 0 0 155 9 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 669 0 0 155 9 3 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 829 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 343 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxx xxxxx 343 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------|| ---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 15.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 15.6 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-15 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 366 14 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 63 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 2.7 0 0 0 Avg Delay (sec/veh): 2.7 0 61 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 126 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 126 3 14 366 0 0 0 0 61 0 63 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 126 3 14 366 0 0 0 0 61 0 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 151 4 17 439 0 0 0 0 73 0 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 151 4 17 439 0 0 0 0 73 0 76 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 155 xxxx xxxxx xxxx xxxx xxxxx 626 626 153 Potent Cap.: xxxx xxxx xxxxx 1438 xxxx xxxxx xxxx xxxx xxxxx 451 403 898 Move Cap.: xxxx xxxx xxxxx 1438 xxxx xxxxx xxxx xxxx xxxxx 447 399 898 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.16 0.00 0.08 ------------|---------------||---------------||---------------||------------- --| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 600 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.0 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 13.0 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-17 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 117 34 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 45 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 13 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 617 29 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 617 29 34 117 0 0 0 0 13 0 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 617 29 34 117 0 0 0 0 13 0 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 632 30 35 120 0 0 0 0 13 0 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 632 30 35 120 0 0 0 0 13 0 46 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 662 xxxx xxxxx xxxx xxxx xxxxx 837 837 647 Potent Cap.: xxxx xxxx xxxxx 936 xxxx xxxxx xxxx xxxx xxxxx 340 305 475 Move Cap.: xxxx xxxx xxxxx 936 xxxx xxxxx xxxx xxxx xxxxx 330 294 475 Volume/Cap: xxxx xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.10 ------------|---------------||---------------||---------------||-------------- -| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 432 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.5 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.7 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.7 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-19 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 278 131*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 61*** 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 43 1! Critical V/C: 0.594 1! 45 0 Avg Crit Del (sec/veh): 11.7 0 97 0 Avg Delay (sec/veh): 11.7 0 3*** LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 31 43*** 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 43 1 2 131 278 61 43 97 3 45 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 43 1 2 131 278 61 43 97 3 45 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 36 50 1 2 151 321 71 50 112 3 52 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 50 1 2 151 321 71 50 112 3 52 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 50 1 2 151 321 71 50 112 3 52 2 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.32 0.67 0.30 0.21 0.49 0.06 0.90 0.04 Final Sat.: 260 361 8 4 255 541 201 142 320 35 527 23 ------------|---------------||---------------||---------------| |---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.14 0.59 0.59 0.59 0.35 0.35 0.35 0.10 0.10 0.10 Crit Moves: **** **** **** **** Delay/Veh: 9.1 9.1 9.1 13.2 13.2 13.2 10.5 10.5 10.5 9.0 9.0 9.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.1 9.1 9.1 13.2 13.2 13.2 10.5 10.5 10.5 9.0 9.0 9.0 LOS by Move: A A A B B B B B B A A A ApproachDel: 9.1 13.2 10.5 9.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.1 13.2 10.5 9.0 LOS by Appr: A B B A AllWayAvgQ: 0.1 0.1 0.1 1.3 1.3 1.3 0.4 0.4 0.4 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-21 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) Existing PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 80 27 1*** Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 388 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 47*** 1! Critical V/C: 0.743 1! 38*** 0 Avg Crit Del (sec/veh): 16.4 0 43 0 Avg Delay (sec/veh): 16.4 0 6 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 70 194*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 194 2 1 27 80 388 47 43 6 38 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 70 194 2 1 27 80 388 47 43 6 38 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 205 2 1 29 84 410 50 45 6 40 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 205 2 1 29 84 410 50 45 6 40 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 205 2 1 29 84 410 50 45 6 40 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.25 0.74 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 159 440 5 6 150 444 552 67 61 68 432 68 ------------|---------------||---------------||---------------||----------- ----| Capacity Analysis Module: Vol/Sat: 0.47 0.47 0.47 0.19 0.19 0.19 0.74 0.74 0.74 0.09 0.09 0.09 Crit Moves: **** **** **** **** Delay/Veh: 12.9 12.9 12.9 9.5 9.5 9.5 20.7 20.7 20.7 9.2 9.2 9.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 12.9 12.9 9.5 9.5 9.5 20.7 20.7 20.7 9.2 9.2 9.2 LOS by Move: B B B A A A C C C A A A ApproachDel: 12.9 9.5 20.7 9.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.9 9.5 20.7 9.2 LOS by Appr: B A C A AllWayAvgQ: 0.7 0.7 0.7 0.2 0.2 0.2 2.4 2.4 2.4 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-23 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 9 0 Cycle Time (sec): 100 0 70 1 Loss Time (sec): 0 1 156 0 Critical V/C: 0.000 0 261 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 7 61 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||------- --------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 7 61 0 0 0 9 156 0 0 261 70 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 7 61 0 0 0 9 156 0 0 261 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 8 70 0 0 0 10 178 0 0 298 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 8 70 0 0 0 10 178 0 0 298 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 537 576 178 xxxx xxxx xxxxx 378 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 503 426 862 xxxx xxxx xxxxx 1181 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 500 423 862 xxxx xxxx xxxxx 1181 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.02 0.08 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||--------------- | Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 773 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.2 xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-25 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 13 0 Cycle Time (sec): 100 0 120 1 Loss Time (sec): 0 1 105 0 Critical V/C: 0.000 0 96 0 Avg Crit Del (sec/veh): 6.2 0 0 0 Avg Delay (sec/veh): 6.2 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 5 363 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||- --------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 5 363 0 0 0 13 105 0 0 96 120 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 5 363 0 0 0 13 105 0 0 96 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 5 373 0 0 0 13 108 0 0 99 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 5 373 0 0 0 13 108 0 0 99 123 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------|| ---------------| Capacity Module: Cnflict Vol: 295 357 108 xxxx xxxx xxxxx 222 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 696 569 946 xxxx xxxx xxxxx 1347 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 690 563 946 xxxx xxxx xxxxx 1347 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.39 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||-------------- -||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 935 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.0 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.5 xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************* ************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-27 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 57 155 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 18.0 1 0 0 Avg Delay (sec/veh): 18.0 0 288 LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||------- --------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 155 57 3 0 3 0 288 1 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 155 57 3 0 3 0 288 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 193 71 4 0 4 0 359 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 193 71 4 0 4 0 359 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 723 723 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 389 349 1075 xxxx xxxx xxxxx 1625 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 306 252 1075 xxxx xxxx xxxxx 1625 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.63 0.28 0.00 xxxx xxxx xxxx 0.22 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 4.0 xxxx xxxxx xxxx xxxx xxxxx 0.8 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 35.0 xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * * E * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 262 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.1 xxxxx xxxx xxxxx 0.8 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 24.1 xxxxx xxxx xxxxx 7.8 xxxx xxxxx Shared LOS: * * * * * C * * * A * * ApproachDel: xxxxxx 32.0 xxxxxx xxxxxx ApproachLOS: * D * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *********************************************************** ********************* Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:26:29 2008 Page 3-29 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) Existing PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 61 105 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 4 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 9.5 1 0 0 Avg Delay (sec/veh): 9.5 0 92 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||--------------- | Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 105 61 0 0 4 0 92 3 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 105 61 0 0 4 0 92 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 116 67 0 0 4 0 101 3 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 116 67 0 0 4 0 101 3 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 210 210 3 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 758 671 1055 xxxx xxxx xxxxx 1624 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 720 627 1055 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.16 0.11 0.00 xxxx xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.6 xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.0 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 627 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.4 xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 11.1 xxxxxx xxxxxx ApproachLOS: * B * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *********************************************************** ********************* Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA Santa Margarita Annexation Traffic Study September 2008 APPENDIX C-EXISTING PLUS AMBIENT LOS RESULTS COMPARE Thu Sep 18 15:28:26 2008 Page 3-1 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 263 37 1380*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 213 1 Critical V/C: 1.125 2 546 1 Avg Crit Del (sec/veh): 107.8 0 399*** 0 Avg Delay (sec/veh): 83.6 2 902*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1380 37 263 0 213 399 902 546 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1380 37 263 0 213 399 902 546 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1410 38 269 0 218 408 922 558 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1410 38 269 0 218 408 922 558 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1410 38 269 0 218 408 922 558 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.46 0.46 0.18 0.00 0.14 0.27 0.27 0.16 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 1.12 1.12 0.43 0.00 0.60 1.13 1.12 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 99.3 99.3 23.8 0.0 38.1 119.2 113.5 14.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 99.3 99.3 23.8 0.0 38.1 119.2 113.5 14.1 0.0 LOS by Move: A A A F F C A D F F B A HCM2kAvgQ: 0 0 0 38 38 7 0 7 24 26 5 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-2 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 205 0 1680*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 587*** 1 Critical V/C: 1.015 2 492 1 Avg Crit Del (sec/veh): 57.1 0 295 0 Avg Delay (sec/veh): 49.3 2 435*** LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1680 0 205 0 587 295 435 492 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1680 0 205 0 587 295 435 492 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1697 0 207 0 593 298 439 497 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1697 0 207 0 593 298 439 497 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1697 0 207 0 593 298 439 497 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2260 1135 3467 3574 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.47 0.00 0.13 0.00 0.26 0.26 0.13 0.14 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.12 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 1.02 0.00 0.28 0.00 1.02 1.02 1.01 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 47.2 0.0 13.3 0.0 63.8 63.8 82.0 16.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 47.2 0.0 13.3 0.0 63.8 63.8 82.0 16.3 0.0 LOS by Move: A A A D A B A E E F B A HCM2kAvgQ: 0 0 0 30 0 3 0 19 19 11 4 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-3 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 96*** 1 Cycle Time (sec): 110 1 1812*** 0 Loss Time (sec): 12 1 1389 2 Critical V/C: 0.966 2 1183 0 Avg Crit Del (sec/veh): 27.1 0 0 0 Avg Delay (sec/veh): 17.8 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 139 0 434*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 139 0 434 0 0 0 96 1389 0 0 1183 1812 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 139 0 434 0 0 0 96 1389 0 0 1183 1812 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 148 0 461 0 0 0 102 1476 0 0 1257 1926 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 0 461 0 0 0 102 1476 0 0 1257 1926 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 148 0 461 0 0 0 102 1476 0 0 1257 1926 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.16 0.00 0.00 0.00 0.06 0.43 0.00 0.00 0.42 0.64 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.49 0.00 0.97 0.00 0.00 0.00 0.95 0.60 0.00 0.00 0.63 0.97 Delay/Veh: 42.6 0.0 78.3 0.0 0.0 0.0 120.2 1.6 0.0 0.0 4.8 16.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 0.0 78.3 0.0 0.0 0.0 120.2 1.6 0.0 0.0 4.8 16.7 LOS by Move: D A E A A A F A A A A B HCM2kAvgQ: 5 0 13 0 0 0 6 4 0 0 7 36 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-4 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 172 1 Cycle Time (sec): 150 1 1479 0 Loss Time (sec): 12 1 2043*** 2 Critical V/C: 1.112 2 660 0 Avg Crit Del (sec/veh): 121.2 0 0 0 Avg Delay (sec/veh): 93.1 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 231 1 1105*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||--------- ------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 231 1 1105 0 0 0 172 2043 0 0 660 1479 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 231 1 1105 0 0 0 172 2043 0 0 660 1479 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 240 1 1152 0 0 0 179 2128 0 0 688 1541 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 240 1 1152 0 0 0 179 2128 0 0 688 1541 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 240 1 1152 0 0 0 179 2128 0 0 688 1541 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3067 3067 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.41 0.00 0.00 0.00 0.10 0.60 0.00 0.00 0.22 0.50 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.00 0.00 0.00 0.09 0.50 0.00 0.00 0.47 0.47 Volume/Cap: 0.38 0.38 1.19 0.00 0.00 0.00 1.08 1.19 0.00 0.00 0.48 1.08 Delay/Veh: 30.4 30.4 134.9 0.0 0.0 0.0 146.3 114 0.0 0.0 18.0 70.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 30.4 134.9 0.0 0.0 0.0 146.3 114 0.0 0.0 18.0 70.4 LOS by Move: C C F A A A F F A A B E HCM2kAvgQ: 7 7 39 0 0 0 12 65 0 0 8 43 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-5 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 248*** 9 176 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 96*** 1 Cycle Time (sec): 150 0 162 0 Loss Time (sec): 16 1 1842 2 Critical V/C: 0.978 2 2772*** 1 Avg Crit Del (sec/veh): 42.8 0 8 0 Avg Delay (sec/veh): 32.8 1 19 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 23 13*** 20 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 23 13 20 176 9 248 96 1842 8 19 2772 162 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 13 20 176 9 248 96 1842 8 19 2772 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 24 13 20 180 9 254 98 1884 8 19 2835 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 13 20 180 9 254 98 1884 8 19 2835 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 13 20 180 9 254 98 1884 8 19 2835 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.10 0.00 0.16 0.06 0.39 0.39 0.01 0.60 0.60 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.06 0.57 0.57 0.09 0.59 0.59 Volume/Cap: 0.55 0.55 0.55 0.64 0.03 1.01 0.99 0.68 0.68 0.13 1.01 1.01 Delay/Veh: 61.2 61.2 61.2 52.5 43.0 110.1 143.9 12.6 12.6 51.1 33.4 33.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 61.2 61.2 52.5 43.0 110.1 143.9 12.6 12.6 51.1 33.4 33.4 LOS by Move: E E E D D F F B B D C C HCM2kAvgQ: 3 3 3 7 0 14 7 14 14 1 49 49 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MO NICACOMPARE Thu Sep 18 15:28:26 2008 Page 3-6 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 77 14 442*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 182 1 Cycle Time (sec): 150 0 203 0 Loss Time (sec): 16 1 2926*** 2 Critical V/C: 1.003 2 1962 1 Avg Crit Del (sec/veh): 85.8 0 36 0 Avg Delay (sec/veh): 65.4 1 17*** LOS: E Lanes: 0 0 1! 0 0 Initial Vol: 12 6*** 16 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||- --------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 12 6 16 442 14 77 182 2926 36 17 1962 203 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 6 16 442 14 77 182 2926 36 17 1962 203 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 6 17 454 14 79 187 3007 37 18 2016 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 17 454 14 79 187 3007 37 18 2016 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 17 454 14 79 187 3007 37 18 2016 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4588 475 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.25 0.01 0.05 0.10 0.59 0.59 0.01 0.44 0.44 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.22 0.22 0.22 0.11 0.53 0.53 0.06 0.47 0.47 Volume/Cap: 0.34 0.34 0.34 1.12 0.03 0.22 0.93 1.12 1.12 0.17 0.93 0.93 Delay/Veh: 56.3 56.3 56.3 127.8 36.4 38.2 97.0 80.1 80.1 54.5 31.4 31.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 56.3 56.3 127.8 36.4 38.2 97.0 80.1 80.1 54.5 31.4 31.4 LOS by Move: E E E F D D F F F D C C HCM2kAvgQ: 2 2 2 26 0 2 10 59 59 1 31 31 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-7 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1068 3 Critical V/C: 0.846 3 1532*** 0 Avg Crit Del (sec/veh): 35.1 0 978 1 Avg Delay (sec/veh): 27.4 2 202 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1238*** 0 193 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1238 0 193 0 0 0 0 1068 978 202 1532 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1238 0 193 0 0 0 0 1068 978 202 1532 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1331 0 207 0 0 0 0 1149 1051 217 1648 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1331 0 207 0 0 0 0 1149 1051 217 1648 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1331 0 207 0 0 0 0 1149 1051 217 1648 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.40 0.00 0.13 0.00 0.00 0.00 0.00 0.23 0.68 0.06 0.32 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.52 0.00 0.00 0.00 0.00 0.33 0.75 0.10 0.34 0.00 Volume/Cap: 0.94 0.00 0.26 0.00 0.00 0.00 0.00 0.70 0.91 0.62 0.94 0.00 Delay/Veh: 35.2 0.0 10.8 0.0 0.0 0.0 0.0 23.9 10.2 37.8 35.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.2 0.0 10.8 0.0 0.0 0.0 0.0 23.9 10.2 37.8 35.1 0.0 LOS by Move: D A B A A A A C B D D A HCM2kAvgQ: 22 0 3 0 0 0 0 10 7 4 20 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-8 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1915 3 Critical V/C: 1.188 3 1043 0 Avg Crit Del (sec/veh): 117.7 0 1545*** 1 Avg Delay (sec/veh): 66.2 2 311*** LOS: E Lanes: 2 0 0 0 1 Initial Vol: 1205*** 0 488 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||--------- ------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1205 0 488 0 0 0 0 1915 1545 311 1043 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1205 0 488 0 0 0 0 1915 1545 311 1043 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1231 0 499 0 0 0 0 1956 1578 318 1065 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1231 0 499 0 0 0 0 1956 1578 318 1065 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1231 0 499 0 0 0 0 1956 1578 318 1065 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.35 0.00 0.31 0.00 0.00 0.00 0.00 0.38 0.98 0.09 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.37 0.00 0.00 0.00 0.00 0.53 0.82 0.08 0.47 0.00 Volume/Cap: 1.19 0.00 0.83 0.00 0.00 0.00 0.00 0.72 1.19 1.19 0.44 0.00 Delay/Veh: 136.5 0.0 43.4 0.0 0.0 0.0 0.0 16.5 92.3 170.9 17.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 136.5 0.0 43.4 0.0 0.0 0.0 0.0 16.5 92.3 170.9 17.2 0.0 LOS by Move: F A D A A A A B F F B A HCM2kAvgQ: 38 0 19 0 0 0 0 17 89 12 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-9 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1160*** 1 Critical V/C: 0.828 2 1315 1 Avg Crit Del (sec/veh): 21.6 0 189 0 Avg Delay (sec/veh): 16.4 1 277*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 144*** 0 102 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||-------- -------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 144 0 102 0 0 0 0 1160 189 277 1315 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 144 0 102 0 0 0 0 1160 189 277 1315 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 157 0 112 0 0 0 0 1269 207 303 1439 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 157 0 112 0 0 0 0 1269 207 303 1439 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 157 0 112 0 0 0 0 1269 207 303 1439 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2978 485 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.07 0.00 0.00 0.00 0.00 0.43 0.43 0.17 0.41 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.58 0.00 Volume/Cap: 0.83 0.00 0.66 0.00 0.00 0.00 0.00 0.83 0.83 0.83 0.70 0.00 Delay/Veh: 55.6 0.0 39.0 0.0 0.0 0.0 0.0 14.0 14.0 40.9 7.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.6 0.0 39.0 0.0 0.0 0.0 0.0 14.0 14.0 40.9 7.6 0.0 LOS by Move: E A D A A A A B B D A A HCM2kAvgQ: 6 0 4 0 0 0 0 15 15 9 10 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-10 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1623*** 1 Critical V/C: 0.919 2 1360 1 Avg Crit Del (sec/veh): 33.1 0 114 0 Avg Delay (sec/veh): 28.4 1 77*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 379 0 387*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------|| ---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 379 0 387 0 0 0 0 1623 114 77 1360 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 0 387 0 0 0 0 1623 114 77 1360 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 399 0 408 0 0 0 0 1708 120 81 1431 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 0 408 0 0 0 0 1708 120 81 1431 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 399 0 408 0 0 0 0 1708 120 81 1431 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3340 234 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.25 0.00 0.00 0.00 0.00 0.51 0.51 0.04 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.52 0.00 Volume/Cap: 0.83 0.00 0.94 0.00 0.00 0.00 0.00 0.94 0.94 0.64 0.76 0.00 Delay/Veh: 45.6 0.0 65.2 0.0 0.0 0.0 0.0 25.0 25.0 55.7 15.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 0.0 65.2 0.0 0.0 0.0 0.0 25.0 25.0 55.7 15.9 0.0 LOS by Move: D A E A A A A C C E B A HCM2kAvgQ: 14 0 17 0 0 0 0 31 31 4 17 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-11 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 7 450 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 8 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 215 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 7 0 2 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 215 0 0 450 7 8 0 2 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 215 0 0 450 7 8 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 252 0 0 530 8 10 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 252 0 0 530 8 10 0 3 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 786 786 534 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 364 326 550 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 364 326 550 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.03 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 393 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.4 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 14.4 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-13 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 177 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 768 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 768 0 0 177 10 3 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 768 0 0 177 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 776 0 0 179 11 4 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 776 0 0 179 11 4 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 961 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 287 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 287 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||----- ----------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 17.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 17.7 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-15 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 425 16 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 73 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 3.1 0 0 0 Avg Delay (sec/veh): 3.1 0 71 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 146 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 146 3 16 425 0 0 0 0 71 0 73 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 146 3 16 425 0 0 0 0 71 0 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 175 4 19 510 0 0 0 0 85 0 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 175 4 19 510 0 0 0 0 85 0 88 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 180 xxxx xxxxx xxxx xxxx xxxxx 726 726 178 Potent Cap.: xxxx xxxx xxxxx 1408 xxxx xxxxx xxxx xxxx xxxxx 394 353 871 Move Cap.: xxxx xxxx xxxxx 1408 xxxx xxxxx xxxx xxxx xxxxx 390 348 871 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.22 0.00 0.10 ------------|---------------||---------------||---------------||------------- --| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 542 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.7 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.7 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-17 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 136 39 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 52 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.5 0 0 0 Avg Delay (sec/veh): 1.5 0 15 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 716 34 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 34 117 0 0 0 0 13 0 45 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 716 34 39 136 0 0 0 0 15 0 52 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 716 34 39 136 0 0 0 0 15 0 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 733 34 40 139 0 0 0 0 15 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 733 34 40 139 0 0 0 0 15 0 53 ------------|------ ---------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 768 xxxx xxxxx xxxx xxxx xxxxx 970 970 751 Potent Cap.: xxxx xxxx xxxxx 855 xxxx xxxxx xxxx xxxx xxxxx 283 255 414 Move Cap.: xxxx xxxx xxxxx 855 xxxx xxxxx xxxx xxxx xxxxx 273 243 414 Volume/Cap: xxxx xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.06 0.00 0.13 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 371 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.7 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 16.9 xxxxx Shared LOS: * * * A * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 16.9 ApproachLOS: * * * C Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-19 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EA AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 322 152 2*** Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 71 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 50*** 1! Critical V/C: 0.717 1! 52*** 0 Avg Crit Del (sec/veh): 14.6 0 113 0 Avg Delay (sec/veh): 14.6 0 3 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 36*** 50 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 36 50 1 2 152 322 71 50 113 3 52 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 50 1 2 152 322 71 50 113 3 52 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 42 58 1 3 176 373 82 58 130 4 60 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 58 1 3 176 373 82 58 130 4 60 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 58 1 3 176 373 82 58 130 4 60 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.32 0.67 0.30 0.21 0.49 0.06 0.90 0.04 Final Sat.: 244 338 8 4 245 520 190 134 303 32 487 22 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.17 0.72 0.72 0.72 0.43 0.43 0.43 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 9.7 9.7 9.7 17.5 17.5 17.5 11.8 11.8 11.8 9.6 9.6 9.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.7 9.7 9.7 17.5 17.5 17.5 11.8 11.8 11.8 9.6 9.6 9.6 LOS by Move: A A A C C C B B B A A A ApproachDel: 9.7 17.5 11.8 9.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.7 17.5 11.8 9.6 LOS by Appr: A C B A AllWayAvgQ: 0.2 0.2 0.2 2.1 2.1 2.1 0.6 0.6 0.6 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *************************************************************************** ***** Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-21 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EA PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 93 31*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 450*** 0 Cycle Time (sec): 100 0 7 0 Loss Time (sec): 0 0 55 1! Critical V/C: 0.897 1! 44*** 0 Avg Crit Del (sec/veh): 25.7 0 50 0 Avg Delay (sec/veh): 25.7 0 7 LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 81 225*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 81 225 2 1 31 93 450 55 50 7 44 7 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 225 2 1 31 93 450 55 50 7 44 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 86 238 2 1 33 98 475 58 53 7 47 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 238 2 1 33 98 475 58 53 7 47 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 238 2 1 33 98 475 58 53 7 47 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.25 0.74 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 151 418 4 5 143 422 530 64 59 64 403 64 ------------|---------------||---------------||-------- -------||---------------| Capacity Analysis Module: Vol/Sat: 0.57 0.57 0.57 0.23 0.23 0.23 0.90 0.90 0.90 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 15.9 15.9 15.9 10.5 10.5 10.5 36.3 36.3 36.3 9.9 9.9 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.9 15.9 15.9 10.5 10.5 10.5 36.3 36.3 36.3 9.9 9.9 9.9 LOS by Move: C C C B B B E E E A A A ApproachDel: 15.9 10.5 36.3 9.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.9 10.5 36.3 9.9 LOS by Appr: C B E A AllWayAvgQ: 1.1 1.1 1.1 0.3 0.3 0.3 5.0 5.0 5.0 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************* * Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-23 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 10 0 Cycle Time (sec): 100 0 81 1 Loss Time (sec): 0 1 181 0 Critical V/C: 0.000 0 303 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 8 71 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1 8 71 0 0 0 10 181 0 0 303 81 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 8 71 0 0 0 10 181 0 0 303 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 9 81 0 0 0 12 207 0 0 346 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 9 81 0 0 0 12 207 0 0 346 93 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||------------- --||---------------| Capacity Module: Cnflict Vol: 622 669 207 xxxx xxxx xxxxx 438 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 449 377 831 xxxx xxxx xxxxx 1122 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 445 373 831 xxxx xxxx xxxxx 1122 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.02 0.10 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||--------- ------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 731 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.4 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.6 xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-25 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 15 0 Cycle Time (sec): 100 0 139 1 Loss Time (sec): 0 1 122 0 Critical V/C: 0.000 0 111 0 Avg Crit Del (sec/veh): 6.8 0 0 0 Avg Delay (sec/veh): 6.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 6 421 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 2 6 421 0 0 0 15 122 0 0 111 139 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 6 421 0 0 0 15 122 0 0 111 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 6 433 0 0 0 16 125 0 0 115 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 6 433 0 0 0 16 125 0 0 115 143 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---- -----------||---------------| Capacity Module: Cnflict Vol: 343 414 125 xxxx xxxx xxxxx 258 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 654 529 925 xxxx xxxx xxxxx 1307 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 648 522 925 xxxx xxxx xxxxx 1307 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.47 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||--- ------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 914 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.7 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 12.6 xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 12.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************* ************************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-27 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 66 180 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 33.0 1 0 0 Avg Delay (sec/veh): 33.0 0 334 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 180 66 3 0 3 0 334 1 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 180 66 3 0 3 0 334 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 224 82 4 0 4 0 417 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 224 82 4 0 4 0 417 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||------------ ---| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 839 839 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 332 299 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Move Move Cap.: xxxx xxxx xxxxx 246 199 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.91 0.41 0.00 xxxx xxxx xxxx 0.26 xxxx xxxx ------------|---------------||---------------||---------------||------- --------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 7.9 xxxx xxxxx xxxx xxxx xxxxx 1.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 79.7 xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 207 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.9 xxxxx xxxx xxxxx 1.0 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 34.3 xxxxx xxxx xxxxx 8.0 xxxx xxxxx Shared LOS: * * * * * D * * * A * * ApproachDel: xxxxxx 67.0 xxxxxx xxxxxx ApproachLOS: * F * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:28:26 2008 Page 3-29 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 71 122 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 5 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 9.9 1 0 0 Avg Delay (sec/veh): 9.9 0 107 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 122 71 0 0 5 0 107 3 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 122 71 0 0 5 0 107 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 134 78 0 0 5 0 118 4 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 134 78 0 0 5 0 118 4 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||------------ ---| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 244 244 4 xxxx xxxx xxxxx 5 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 725 643 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Move Move Cap.: xxxx xxxx xxxxx 682 593 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.20 0.13 0.00 xxxx xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||------- --------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.7 xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.6 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 593 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.5 xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 12.0 xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 11.7 xxxxxx xxxxxx ApproachLOS: * B * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA Santa Margarita Annexation Traffic Study September 2008 APPENDIX D-EXISTING PLUS AMBIENT PLUS PROJECT LOS RESULTS COMPARE Thu Sep 18 15:31:27 2008 Page 3-1 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 263 37 1380*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 213 1 Critical V/C: 1.126 2 548 1 Avg Crit Del (sec/veh): 108.1 0 399*** 0 Avg Delay (sec/veh): 83.8 2 904*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1380 37 263 0 213 399 902 546 0 Added Vol: 0 0 0 0 0 0 0 0 0 2 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1380 37 263 0 213 399 904 548 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1410 38 269 0 218 408 924 560 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1410 38 269 0 218 408 924 560 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1410 38 269 0 218 408 924 560 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.46 0.46 0.18 0.00 0.14 0.27 0.27 0.16 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 1.13 1.13 0.43 0.00 0.60 1.13 1.13 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 99.6 99.6 23.8 0.0 38.1 119.4 113.7 14.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 99.6 99.6 23.8 0.0 38.1 119.4 113.7 14.1 0.0 LOS by Move: A A A F F C A D F F B A HCM2kAvgQ: 0 0 0 38 38 7 0 7 24 26 5 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-2 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 205 0 1681*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 588*** 1 Critical V/C: 1.018 2 494 1 Avg Crit Del (sec/veh): 58.0 0 297 0 Avg Delay (sec/veh): 50.0 2 440*** LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1680 0 205 0 587 295 435 492 0 Added Vol: 0 0 0 1 0 0 0 1 2 5 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1681 0 205 0 588 297 440 494 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1698 0 207 0 594 300 444 499 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1698 0 207 0 594 300 444 499 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1698 0 207 0 594 300 444 499 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2257 1139 3467 3574 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.47 0.00 0.13 0.00 0.26 0.26 0.13 0.14 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.13 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 1.02 0.00 0.28 0.00 1.02 1.02 1.02 0.36 0.00 Delay/Veh: 0.0 0.0 0.0 48.1 0.0 13.3 0.0 64.7 64.7 82.7 16.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 48.1 0.0 13.3 0.0 64.7 64.7 82.7 16.2 0.0 LOS by Move: A A A D A B A E E F B A HCM2kAvgQ: 0 0 0 30 0 3 0 19 19 11 4 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-3 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 96*** 1 Cycle Time (sec): 110 1 1813*** 0 Loss Time (sec): 12 1 1390 2 Critical V/C: 0.969 2 1185 0 Avg Crit Del (sec/veh): 27.7 0 0 0 Avg Delay (sec/veh): 18.1 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 140 0 439*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 139 0 434 0 0 0 96 1389 0 0 1183 1812 Added Vol: 1 0 5 0 0 0 0 1 0 0 2 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 140 0 439 0 0 0 96 1390 0 0 1185 1813 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 149 0 466 0 0 0 102 1477 0 0 1260 1927 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 0 466 0 0 0 102 1477 0 0 1260 1927 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 0 466 0 0 0 102 1477 0 0 1260 1927 ------------|--------------- ||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||------------- --||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.17 0.00 0.00 0.00 0.06 0.43 0.00 0.00 0.42 0.64 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.49 0.00 0.97 0.00 0.00 0.00 0.95 0.60 0.00 0.00 0.63 0.97 Delay/Veh: 42.5 0.0 78.7 0.0 0.0 0.0 120.2 1.7 0.0 0.0 4.9 17.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 0.0 78.7 0.0 0.0 0.0 120.2 1.7 0.0 0.0 4.9 17.3 LOS by Move: D A E A A A F A A A A B HCM2kAvgQ: 5 0 13 0 0 0 6 4 0 0 8 36 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-4 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 172 1 Cycle Time (sec): 150 1 1480 0 Loss Time (sec): 12 1 2045*** 2 Critical V/C: 1.114 2 666 0 Avg Crit Del (sec/veh): 122.1 0 0 0 Avg Delay (sec/veh): 93.5 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 232 1 1108*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 231 1 1105 0 0 0 172 2043 0 0 660 1479 Added Vol: 1 0 3 0 0 0 0 2 0 0 6 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 232 1 1108 0 0 0 172 2045 0 0 666 1480 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 242 1 1155 0 0 0 179 2130 0 0 694 1542 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 242 1 1155 0 0 0 179 2130 0 0 694 1542 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 242 1 1155 0 0 0 179 2130 0 0 694 1542 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3071 3071 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.13 0.41 0.00 0.00 0.00 0.10 0.60 0.00 0.00 0.23 0.50 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.00 0.00 0.00 0.09 0.50 0.00 0.00 0.47 0.47 Volume/Cap: 0.38 0.38 1.19 0.00 0.00 0.00 1.08 1.19 0.00 0.00 0.48 1.08 Delay/Veh: 30.4 30.4 135.7 0.0 0.0 0.0 146.4 115 0.0 0.0 18.1 70.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 30.4 135.7 0.0 0.0 0.0 146.4 115 0.0 0.0 18.1 70.5 LOS by Move: C C F A A A F F A A B E HCM2kAvgQ: 7 7 40 0 0 0 12 65 0 0 8 43 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-5 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 248*** 9 176 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 96*** 1 Cycle Time (sec): 150 0 162 0 Loss Time (sec): 16 1 1847 2 Critical V/C: 0.979 2 2775*** 1 Avg Crit Del (sec/veh): 43.0 0 8 0 Avg Delay (sec/veh): 32.9 1 19 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 23 13*** 20 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||- --------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 23 13 20 176 9 248 96 1842 8 19 2772 162 Added Vol: 0 0 0 0 0 0 0 5 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 13 20 176 9 248 96 1847 8 19 2775 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 24 13 20 180 9 254 98 1889 8 19 2838 166 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 13 20 180 9 254 98 1889 8 19 2838 166 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 13 20 180 9 254 98 1889 8 19 2838 166 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.10 0.00 0.16 0.06 0.39 0.39 0.01 0.60 0.60 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.06 0.57 0.57 0.09 0.59 0.59 Volume/Cap: 0.55 0.55 0.55 0.64 0.03 1.01 0.99 0.68 0.68 0.13 1.01 1.01 Delay/Veh: 61.2 61.2 61.2 52.6 43.1 110.4 143.9 12.6 12.6 51.1 33.6 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 61.2 61.2 52.6 43.1 110.4 143.9 12.6 12.6 51.1 33.6 33.6 LOS by Move: E E E D D F F B B D C C HCM2kAvgQ: 3 3 3 7 0 14 7 14 14 1 49 49 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-6 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 77 14 442*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 182 1 Cycle Time (sec): 150 0 203 0 Loss Time (sec): 16 1 2931*** 2 Critical V/C: 1.004 2 1968 1 Avg Crit Del (sec/veh): 86.3 0 36 0 Avg Delay (sec/veh): 65.8 1 17*** LOS: E Lanes: 0 0 1! 0 0 Initial Vol: 12 6*** 16 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||- --------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 12 6 16 442 14 77 182 2926 36 17 1962 203 Added Vol: 0 0 0 0 0 0 0 5 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 6 16 442 14 77 182 2931 36 17 1968 203 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 6 17 454 14 79 187 3012 37 18 2022 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 17 454 14 79 187 3012 37 18 2022 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 17 454 14 79 187 3012 37 18 2022 209 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4590 474 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.25 0.01 0.05 0.10 0.59 0.59 0.01 0.44 0.44 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.22 0.22 0.22 0.11 0.53 0.53 0.06 0.47 0.47 Volume/Cap: 0.34 0.34 0.34 1.12 0.03 0.22 0.93 1.12 1.12 0.17 0.93 0.93 Delay/Veh: 56.3 56.3 56.3 128.3 36.4 38.2 97.5 80.6 80.6 54.5 31.5 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 56.3 56.3 128.3 36.4 38.2 97.5 80.6 80.6 54.5 31.5 31.5 LOS by Move: E E E F D D F F F D C C HCM2kAvgQ: 2 2 2 26 0 2 10 59 59 1 31 31 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-7 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1072 3 Critical V/C: 0.847 3 1533*** 0 Avg Crit Del (sec/veh): 35.3 0 980 1 Avg Delay (sec/veh): 27.5 2 202 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1240*** 0 194 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------- --||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1238 0 193 0 0 0 0 1068 978 202 1532 0 Added Vol: 2 0 1 0 0 0 0 4 2 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1240 0 194 0 0 0 0 1072 980 202 1533 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1333 0 208 0 0 0 0 1153 1054 217 1649 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1333 0 208 0 0 0 0 1153 1054 217 1649 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1333 0 208 0 0 0 0 1153 1054 217 1649 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.40 0.00 0.13 0.00 0.00 0.00 0.00 0.23 0.68 0.06 0.32 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.52 0.00 0.00 0.00 0.00 0.33 0.75 0.10 0.34 0.00 Volume/Cap: 0.94 0.00 0.26 0.00 0.00 0.00 0.00 0.70 0.91 0.62 0.94 0.00 Delay/Veh: 35.3 0.0 10.8 0.0 0.0 0.0 0.0 23.9 10.4 37.8 35.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.3 0.0 10.8 0.0 0.0 0.0 0.0 23.9 10.4 37.8 35.3 0.0 LOS by Move: D A B A A A A C B D D A HCM2kAvgQ: 22 0 3 0 0 0 0 10 7 4 20 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-8 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1917 3 Critical V/C: 1.190 3 1047 0 Avg Crit Del (sec/veh): 118.7 0 1548*** 1 Avg Delay (sec/veh): 66.7 2 312*** LOS: E Lanes: 2 0 0 0 1 Initial Vol: 1207*** 0 489 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------- --||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1205 0 488 0 0 0 0 1915 1545 311 1043 0 Added Vol: 2 0 1 0 0 0 0 2 3 1 4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1207 0 489 0 0 0 0 1917 1548 312 1047 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1233 0 500 0 0 0 0 1958 1581 319 1069 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1233 0 500 0 0 0 0 1958 1581 319 1069 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1233 0 500 0 0 0 0 1958 1581 319 1069 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.35 0.00 0.31 0.00 0.00 0.00 0.00 0.38 0.98 0.09 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.37 0.00 0.00 0.00 0.00 0.53 0.82 0.08 0.47 0.00 Volume/Cap: 1.19 0.00 0.83 0.00 0.00 0.00 0.00 0.72 1.19 1.19 0.44 0.00 Delay/Veh: 137.5 0.0 43.6 0.0 0.0 0.0 0.0 16.5 93.3 171.8 17.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 137.5 0.0 43.6 0.0 0.0 0.0 0.0 16.5 93.3 171.8 17.2 0.0 LOS by Move: F A D A A A A B F F B A HCM2kAvgQ: 38 0 19 0 0 0 0 17 90 12 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-9 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1161*** 1 Critical V/C: 0.831 2 1315 1 Avg Crit Del (sec/veh): 21.9 0 190 0 Avg Delay (sec/veh): 16.6 1 277*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 147*** 0 103 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---- -----------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 144 0 102 0 0 0 0 1160 189 277 1315 0 Added Vol: 3 0 1 0 0 0 0 1 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 147 0 103 0 0 0 0 1161 190 277 1315 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 161 0 113 0 0 0 0 1270 208 303 1439 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 0 113 0 0 0 0 1270 208 303 1439 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 0 113 0 0 0 0 1270 208 303 1439 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2976 487 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.07 0.00 0.00 0.00 0.00 0.43 0.43 0.17 0.41 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.58 0.00 Volume/Cap: 0.83 0.00 0.65 0.00 0.00 0.00 0.00 0.83 0.83 0.83 0.70 0.00 Delay/Veh: 55.6 0.0 38.5 0.0 0.0 0.0 0.0 14.2 14.2 41.4 7.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.6 0.0 38.5 0.0 0.0 0.0 0.0 14.2 14.2 41.4 7.7 0.0 LOS by Move: E A D A A A A B B D A A HCM2kAvgQ: 6 0 4 0 0 0 0 15 15 9 10 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-10 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1624*** 1 Critical V/C: 0.922 2 1361 1 Avg Crit Del (sec/veh): 33.5 0 117 0 Avg Delay (sec/veh): 28.7 1 79*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 381 0 388*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---- -----------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 379 0 387 0 0 0 0 1623 114 77 1360 0 Added Vol: 2 0 1 0 0 0 0 1 3 2 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 381 0 388 0 0 0 0 1624 117 79 1361 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 401 0 409 0 0 0 0 1709 123 83 1432 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 401 0 409 0 0 0 0 1709 123 83 1432 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 401 0 409 0 0 0 0 1709 123 83 1432 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3334 240 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.25 0.00 0.00 0.00 0.00 0.51 0.51 0.05 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.52 0.00 Volume/Cap: 0.83 0.00 0.95 0.00 0.00 0.00 0.00 0.95 0.95 0.65 0.76 0.00 Delay/Veh: 46.0 0.0 65.7 0.0 0.0 0.0 0.0 25.3 25.3 57.0 15.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 0.0 65.7 0.0 0.0 0.0 0.0 25.3 25.3 57.0 15.9 0.0 LOS by Move: D A E A A A A C C E B A HCM2kAvgQ: 14 0 17 0 0 0 0 31 31 4 17 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-11 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 7 451 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 8 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 219 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---- -----------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 215 0 0 450 7 8 0 2 0 0 0 Added Vol: 0 4 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 219 0 0 451 7 8 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 257 0 0 531 8 10 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 257 0 0 531 8 10 0 3 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 792 792 535 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 361 324 549 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 361 324 549 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.03 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||------------- --| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 391 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.5 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 14.5 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #6 Rainbow Canyon Rd //Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-13 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 182 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 771 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---- -----------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 768 0 0 177 10 3 0 0 0 0 0 Added Vol: 0 3 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 771 0 0 182 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 779 0 0 185 11 4 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 779 0 0 185 11 4 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||------------- --||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 969 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 283 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 283 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||- --------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 17.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 17.9 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ********************************************************** ********************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-15 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 426 16 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 73 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 3.1 0 0 0 Avg Delay (sec/veh): 3.1 0 71 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 150 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||--- ------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 146 3 16 425 0 0 0 0 71 0 73 Added Vol: 0 4 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 150 3 16 426 0 0 0 0 71 0 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 180 4 19 511 0 0 0 0 85 0 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 180 4 19 511 0 0 0 0 85 0 88 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 184 xxxx xxxxx xxxx xxxx xxxxx 732 732 182 Potent Cap.: xxxx xxxx xxxxx 1402 xxxx xxxxx xxxx xxxx xxxxx 391 351 865 Move Cap.: xxxx xxxx xxxxx 1402 xxxx xxxxx xxxx xxxx xxxxx 387 346 865 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.22 0.00 0.10 ------------|---------------||---------------||---------------||------------- --| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 538 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.8 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.8 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #7 Rainbow Canyon Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-17 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 141 39 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 52 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.5 0 0 0 Avg Delay (sec/veh): 1.5 0 15 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 719 34 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||--- ------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 716 34 39 136 0 0 0 0 15 0 52 Added Vol: 0 3 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 719 34 39 141 0 0 0 0 15 0 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 736 34 40 144 0 0 0 0 15 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 736 34 40 144 0 0 0 0 15 0 53 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||------------ ---| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 771 xxxx xxxxx xxxx xxxx xxxxx 979 979 754 Potent Cap.: xxxx xxxx xxxxx 853 xxxx xxxxx xxxx xxxx xxxxx 280 252 413 Move Cap.: xxxx xxxx xxxxx 853 xxxx xxxxx xxxx xxxx xxxxx 270 240 413 Volume/Cap: xxxx xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.06 0.00 0.13 ------------|---------------||---------------||---------------||--------- ------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 369 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.7 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 17.0 xxxxx Shared LOS: * * * A * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 17.0 ApproachLOS: * * * C Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************** **************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-19 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 323 152*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 75 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 50*** 1! Critical V/C: 0.722 1! 52 0 Avg Crit Del (sec/veh): 14.8 0 115 0 Avg Delay (sec/veh): 14.8 0 3*** LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 37*** 50 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 36 50 1 2 152 322 71 50 113 3 52 2 Added Vol: 1 0 0 0 0 1 4 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 50 1 2 152 323 75 50 115 3 52 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 43 58 1 3 176 374 86 58 132 4 60 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 58 1 3 176 374 86 58 132 4 60 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 58 1 3 176 374 86 58 132 4 60 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.57 0.01 0.01 0.32 0.67 0.31 0.21 0.48 0.06 0.90 0.04 Final Sat.: 246 332 8 4 243 518 196 131 300 32 484 22 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.17 0.72 0.72 0.72 0.44 0.44 0.44 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 9.7 9.7 9.7 17.8 17.8 17.8 12.0 12.0 12.0 9.6 9.6 9.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.7 9.7 9.7 17.8 17.8 17.8 12.0 12.0 12.0 9.6 9.6 9.6 LOS by Move: A A A C C C B B B A A A ApproachDel: 9.7 17.8 12.0 9.6 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.7 17.8 12.0 9.6 LOS by Appr: A C B A AllWayAvgQ: 0.2 0.2 0.2 2.2 2.2 2.2 0.6 0.6 0.6 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *************************************************************************** ***** Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-21 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 98 31*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 453*** 0 Cycle Time (sec): 100 0 7 0 Loss Time (sec): 0 0 55 1! Critical V/C: 0.909 1! 44 0 Avg Crit Del (sec/veh): 26.9 0 52 0 Avg Delay (sec/veh): 26.9 0 7*** LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 84 225*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 81 225 2 1 31 93 450 55 50 7 44 7 Added Vol: 3 0 0 0 0 5 3 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 84 225 2 1 31 98 453 55 52 7 44 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 238 2 1 33 103 478 58 55 7 47 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 238 2 1 33 103 478 58 55 7 47 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 238 2 1 33 103 478 58 55 7 47 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.72 0.01 0.01 0.24 0.75 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 155 413 4 5 137 428 526 63 60 63 401 63 ------------|---------------||---------------||-------- -------||---------------| Capacity Analysis Module: Vol/Sat: 0.58 0.58 0.58 0.24 0.24 0.24 0.91 0.91 0.91 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 16.2 16.2 16.2 10.6 10.6 10.6 38.3 38.3 38.3 10.0 10.0 10.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.2 16.2 16.2 10.6 10.6 10.6 38.3 38.3 38.3 10.0 10.0 10.0 LOS by Move: C C C B B B E E E A A A ApproachDel: 16.2 10.6 38.3 10.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 16.2 10.6 38.3 10.0 LOS by Appr: C B E A AllWayAvgQ: 1.1 1.1 1.1 0.3 0.3 0.3 5.4 5.4 5.4 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************* ************* Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-23 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 28 0 Cycle Time (sec): 100 0 81 1 Loss Time (sec): 0 1 187 0 Critical V/C: 0.000 0 305 0 Avg Crit Del (sec/veh): 1.8 0 0 0 Avg Delay (sec/veh): 1.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 8 8 71 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------- --||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1 8 71 0 0 0 10 181 0 0 303 81 Added Vol: 7 0 0 0 0 0 18 6 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 8 71 0 0 0 28 187 0 0 305 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 9 9 81 0 0 0 32 213 0 0 348 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 9 9 81 0 0 0 32 213 0 0 348 93 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---- -----------||---------------| Capacity Module: Cnflict Vol: 673 719 213 xxxx xxxx xxxxx 441 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 419 353 824 xxxx xxxx xxxxx 1119 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 410 343 824 xxxx xxxx xxxxx 1119 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.02 0.03 0.10 xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||--- ------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 672 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.5 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.3 xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.3 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************* ************************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-25 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 27 0 Cycle Time (sec): 100 0 139 1 Loss Time (sec): 0 1 126 0 Critical V/C: 0.000 0 118 0 Avg Crit Del (sec/veh): 7.3 0 0 0 Avg Delay (sec/veh): 7.3 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 25 6 421 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 2 6 421 0 0 0 15 122 0 0 111 139 Added Vol: 23 0 0 0 0 0 12 4 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 25 6 421 0 0 0 27 126 0 0 118 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 26 6 433 0 0 0 28 129 0 0 122 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 26 6 433 0 0 0 28 129 0 0 122 143 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------|| ---------------||---------------||---------------| Capacity Module: Cnflict Vol: 379 450 129 xxxx xxxx xxxxx 265 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 623 504 920 xxxx xxxx xxxxx 1299 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 613 493 920 xxxx xxxx xxxxx 1299 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.04 0.01 0.47 xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------| |---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 886 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 3.1 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 13.5 xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 13.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ****************************************************** ************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-27 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 66 180 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28 0 Critical V/C: 0.000 0 10 1 Avg Crit Del (sec/veh): 38.1 1 20 0 Avg Delay (sec/veh): 38.1 0 334 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 180 66 3 0 3 0 334 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 0 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 180 66 9 0 28 20 334 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 224 82 12 0 36 25 417 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 224 82 12 0 36 25 417 13 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||----------- ----||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 894 906 13 xxxx xxxx xxxxx 60 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 308 273 1059 xxxx xxxx xxxxx 1549 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 224 177 1059 xxxx xxxx xxxxx 1549 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.00 0.46 0.01 xxxx xxxx xxxx 0.27 xxxx xxxx ------------|---------------||--------- ------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 9.2 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 106.0 xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 198 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 2.3 xxxxx xxxx xxxxx 1.1 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 38.7 xxxxx xxxx xxxxx 8.2 xxxx xxxxx Shared LOS: * * * * * E * * * A * * ApproachDel: xxxxxx 86.1 xxxxxx xxxxxx ApproachLOS: * F * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************************************************* ******************* Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:31:27 2008 Page 3-29 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Uncontrol/Rights=Include Initial Vol: 21 71 122 Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 22 0 Critical V/C: 0.000 0 34 1 Avg Crit Del (sec/veh): 9.9 1 14 0 Avg Delay (sec/veh): 9.9 0 107 LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Uncontrol/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 122 71 0 0 5 0 107 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 0 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 122 71 21 0 22 14 107 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 134 78 23 0 24 15 118 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 134 78 23 0 24 15 118 38 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.2 xxxx xxxxx xxxxx 7.0 6.7 7.1 6.5 xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.3 xxxx xxxxx xxxxx 4.5 3.8 3.5 4.0 xxxxx ------------|---------------||------------- --||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 0 xxxx xxxxx xxxx 358 89 377 369 xxxxx Potent Cap.: xxxx xxxx xxxxx 900 xxxx xxxxx xxxx 499 851 582 562 xxxxx Move Cap.: xxxx xxxx xxxxx 900 xxxx xxxxx xxxx 425 851 485 478 xxxxx Volume/Cap: xxxx xxxx xxxx 0.15 xxxx xxxx xxxx 0.06 0.02 0.24 0.08 xxxx ------------|---------------||---------------||- --------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 529 483 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.2 1.4 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.4 15.9 xxxx xxxxx Shared LOS: * * * * * * * * B C * * ApproachDel: xxxxxx xxxxxx 12.4 15.9 ApproachLOS: * * B C Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************* ************************************************************* Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA Santa Margarita Annexation Traffic Study September 2008 APPENDIX E-EXISTING PLUS AMBIENT PLUS CUMULATIVE LOS RESULTS COMPARE Thu Sep 18 15:29:23 2008 Page 3-1 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 302 37 2136*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 386 1 Critical V/C: 1.630 2 731 1 Avg Crit Del (sec/veh): 324.8 0 424*** 0 Avg Delay (sec/veh): 263.3 2 1530*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------| |---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1380 37 263 0 213 399 902 546 0 Added Vol: 0 0 0 756 0 39 0 173 25 628 185 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2136 37 302 0 386 424 1530 731 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 2182 38 309 0 395 433 1563 747 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2182 38 309 0 395 433 1563 747 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2182 38 309 0 395 433 1563 747 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.82 0.82 0.80 1.00 0.81 0.81 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.97 0.03 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3068 53 1523 0 1541 1541 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.71 0.71 0.20 0.00 0.26 0.28 0.46 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.44 0.44 0.00 0.17 0.17 0.28 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 1.63 1.63 0.46 0.00 1.49 1.63 1.63 0.47 0.00 Delay/Veh: 0.0 0.0 0.0 317.9 318 22.4 0.0 274 338.0 327.7 17.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 317.9 318 22.4 0.0 274 338.0 327.7 17.5 0.0 LOS by Move: A A A F F C A F F F B A HCM2kAvgQ: 0 0 0 90 90 8 0 32 38 66 7 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-2 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 328 0 2718*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 974*** 1 Critical V/C: 1.819 2 870 1 Avg Crit Del (sec/veh): 399.6 0 428 0 Avg Delay (sec/veh): 329.6 2 1250*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1680 0 205 0 587 295 435 492 0 Added Vol: 0 0 0 1038 0 123 0 387 133 815 378 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2718 0 328 0 974 428 1250 870 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 2745 0 332 0 984 432 1263 879 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2745 0 332 0 984 432 1263 879 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2745 0 332 0 984 432 1263 879 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.90 0.90 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.39 0.61 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2369 1040 3467 3574 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.77 0.00 0.21 0.00 0.42 0.42 0.36 0.25 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.42 0.00 0.42 0.00 0.23 0.23 0.20 0.43 0.00 Volume/Cap: 0.00 0.00 0.00 1.82 0.00 0.49 0.00 1.82 1.82 1.82 0.57 0.00 Delay/Veh: 0.0 0.0 0.0 394.3 0.0 17.5 0.0 404 404.4 405.9 15.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 394.3 0.0 17.5 0.0 404 404.4 405.9 15.5 0.0 LOS by Move: A A A F A B A F F F B A HCM2kAvgQ: 0 0 0 110 0 6 0 61 61 53 8 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-3 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 121*** 1 Cycle Time (sec): 110 1 2555*** 0 Loss Time (sec): 12 1 2293 2 Critical V/C: 1.501 2 1958 0 Avg Crit Del (sec/veh): 256.5 0 0 0 Avg Delay (sec/veh): 158.2 0 0 LOS: F Lanes: 0 1 0 0 2 Initial Vol: 178 0 979*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 139 0 434 0 0 0 96 1389 0 0 1183 1812 Added Vol: 39 0 545 0 0 0 25 904 0 0 775 743 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 178 0 979 0 0 0 121 2293 0 0 1958 2555 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 189 0 1040 0 0 0 129 2436 0 0 2081 2715 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 0 1040 0 0 0 129 2436 0 0 2081 2715 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 189 0 1040 0 0 0 129 2436 0 0 2081 2715 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3044 3044 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.37 0.00 0.00 0.00 0.08 0.72 0.00 0.00 0.68 0.89 Crit Moves: **** **** **** Green/Cycle: 0.24 0.00 0.24 0.00 0.00 0.00 0.06 0.65 0.00 0.00 0.58 0.58 Volume/Cap: 0.44 0.00 1.52 0.00 0.00 0.00 1.19 1.10 0.00 0.00 1.17 1.53 Delay/Veh: 36.0 0.0 285.3 0.0 0.0 0.0 198.0 62.6 0.0 0.0 92.8 251.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.0 0.0 285.3 0.0 0.0 0.0 198.0 62.6 0.0 0.0 92.8 251.8 LOS by Move: D A F A A A F E A A F F HCM2kAvgQ: 6 0 46 0 0 0 9 61 0 0 61 113 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-4 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 305 1 Cycle Time (sec): 150 1 2464 0 Loss Time (sec): 12 1 3335*** 2 Critical V/C: 1.852 2 1730 0 Avg Crit Del (sec/veh): 466.1 0 0 0 Avg Delay (sec/veh): 387.1 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 354 1 1996*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 231 1 1105 0 0 0 172 2043 0 0 660 1479 Added Vol: 123 0 891 0 0 0 133 1292 0 0 1070 985 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 354 1 1996 0 0 0 305 3335 0 0 1730 2464 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 369 1 2080 0 0 0 317 3474 0 0 1802 2567 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 369 1 2080 0 0 0 317 3474 0 0 1802 2567 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 369 1 2080 0 0 0 317 3474 0 0 1802 2567 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.98 0.98 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.82 0.82 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1852 6 2842 0 0 0 1787 3574 0 0 3122 3122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.73 0.00 0.00 0.00 0.18 0.97 0.00 0.00 0.58 0.82 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.38 0.00 0.00 0.00 0.10 0.50 0.00 0.00 0.45 0.45 Volume/Cap: 0.53 0.53 1.95 0.00 0.00 0.00 1.83 1.95 0.00 0.00 1.29 1.83 Delay/Veh: 37.3 37.3 478.1 0.0 0.0 0.0 464.9 459 0.0 0.0 167 411.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 37.3 478.1 0.0 0.0 0.0 464.9 459 0.0 0.0 167 411.9 LOS by Move: D D F A A A F F A A F F HCM2kAvgQ: 13 13 123 0 0 0 33 190 0 0 73 141 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-5 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 321*** 9 197 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 246*** 1 Cycle Time (sec): 150 0 185 0 Loss Time (sec): 16 1 3100 2 Critical V/C: 1.430 2 4191*** 1 Avg Crit Del (sec/veh): 236.8 0 8 0 Avg Delay (sec/veh): 152.4 1 19 LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 23 13*** 20 Signal=Split/Rights=Inclu de Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||--------------- ||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 23 13 20 176 9 248 96 1842 8 19 2772 162 Added Vol: 0 0 0 21 0 73 150 1258 0 0 1419 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 13 20 197 9 321 246 3100 8 19 4191 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 24 13 20 202 9 328 252 3170 8 19 4286 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 13 20 202 9 328 252 3170 8 19 4286 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 13 20 202 9 328 252 3170 8 19 4286 190 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.87 0.13 Final Sat.: 739 406 628 1805 1900 1615 1702 4879 13 1753 4794 212 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.11 0.00 0.20 0.15 0.65 0.65 0.01 0.89 0.89 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.14 0.14 0.14 0.10 0.66 0.66 0.05 0.61 0.61 Volume/Cap: 0.69 0.69 0.69 0.81 0.04 1.47 1.47 0.98 0.98 0.23 1.47 1.47 Delay/Veh: 92.1 92.1 92.1 80.2 56.0 299.2 308.2 22.1 22.1 70.2 230 230.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 92.1 92.1 92.1 80.2 56.0 299.2 308.2 22.1 22.1 70.2 230 230.0 LOS by Move: F F F F E F F C C E F F HCM2kAvgQ: 4 4 4 11 0 29 23 54 54 1 137 137 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-6 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 255 14 492*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 282 1 Cycle Time (sec): 150 0 255 0 Loss Time (sec): 16 1 4950*** 2 Critical V/C: 1.454 2 3795 1 Avg Crit Del (sec/veh): 283.3 0 36 0 Avg Delay (sec/veh): 257.7 1 17*** LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 12 6*** 16 Signal=Split/Rights=In clude Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------ ---||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 12 6 16 442 14 77 182 2926 36 17 1962 203 Added Vol: 0 0 0 50 0 178 100 2024 0 0 1833 52 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 6 16 492 14 255 282 4950 36 17 3795 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 6 17 506 14 262 290 5087 37 18 3900 262 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 17 506 14 262 290 5087 37 18 3900 262 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 17 506 14 262 290 5087 37 18 3900 262 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.98 0.02 1.00 2.81 0.19 Final Sat.: 602 301 843 1805 1900 1615 1805 5144 37 1787 4768 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.28 0.01 0.16 0.16 0.99 0.99 0.01 0.82 0.82 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.18 0.18 0.18 0.11 0.62 0.62 0.05 0.56 0.56 Volume/Cap: 0.42 0.42 0.42 1.59 0.04 0.92 1.46 1.59 1.59 0.21 1.46 1.46 Delay/Veh: 73.1 73.1 73.1 340.0 51.3 93.1 299.5 280 279.8 70.1 231 231.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.1 73.1 73.1 340.0 51.3 93.1 299.5 280 279.8 70.1 231 231.0 LOS by Move: E E E F D F F F F E F F HCM2kAvgQ: 2 2 2 47 1 15 26 168 168 1 127 127 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-7 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1879 3 Critical V/C: 1.285 3 2459*** 0 Avg Crit Del (sec/veh): 221.9 0 1462 1 Avg Delay (sec/veh): 165.1 2 335 LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1791*** 0 441 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------- --||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1238 0 193 0 0 0 0 1068 978 202 1532 0 Added Vol: 553 0 248 0 0 0 0 811 484 133 927 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1791 0 441 0 0 0 0 1879 1462 335 2459 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1926 0 474 0 0 0 0 2021 1572 360 2644 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1926 0 474 0 0 0 0 2021 1572 360 2644 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1926 0 474 0 0 0 0 2021 1572 360 2644 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.57 0.00 0.30 0.00 0.00 0.00 0.00 0.40 1.01 0.10 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.00 0.49 0.00 0.00 0.00 0.00 0.36 0.76 0.09 0.36 0.00 Volume/Cap: 1.43 0.00 0.63 0.00 0.00 0.00 0.00 1.11 1.33 1.21 1.43 0.00 Delay/Veh: 222.7 0.0 16.9 0.0 0.0 0.0 0.0 82.7 152.5 157.8 221 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 222.7 0.0 16.9 0.0 0.0 0.0 0.0 82.7 152.5 157.8 221 0.0 LOS by Move: F A B A A A A F F F F A HCM2kAvgQ: 63 0 9 0 0 0 0 32 87 11 61 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-8 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 2993 3 Critical V/C: 1.991 3 2053 0 Avg Crit Del (sec/veh): 476.7 0 2578*** 1 Avg Delay (sec/veh): 266.8 2 644*** LOS: F Lanes: 2 0 0 0 1 Initial Vol: 2096*** 0 731 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------- --||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1205 0 488 0 0 0 0 1915 1545 311 1043 0 Added Vol: 891 0 243 0 0 0 0 1078 1033 333 1010 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2096 0 731 0 0 0 0 2993 2578 644 2053 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 2141 0 747 0 0 0 0 3057 2633 658 2097 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2141 0 747 0 0 0 0 3057 2633 658 2097 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2141 0 747 0 0 0 0 3057 2633 658 2097 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.61 0.00 0.46 0.00 0.00 0.00 0.00 0.59 1.63 0.19 0.41 0.00 Crit Moves: **** **** **** Green/Cycle: 0.31 0.00 0.40 0.00 0.00 0.00 0.00 0.51 0.82 0.10 0.54 0.00 Volume/Cap: 1.99 0.00 1.15 0.00 0.00 0.00 0.00 1.15 1.99 1.99 0.75 0.00 Delay/Veh: 497.8 0.0 126.1 0.0 0.0 0.0 0.0 98.6 448.7 520.0 18.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 497.8 0.0 126.1 0.0 0.0 0.0 0.0 98.6 448.7 520.0 18.6 0.0 LOS by Move: F A F A A A A F F F B A HCM2kAvgQ: 114 0 47 0 0 0 0 68 268 36 21 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-9 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1697*** 1 Critical V/C: 1.257 2 1877 1 Avg Crit Del (sec/veh): 143.4 0 269 0 Avg Delay (sec/veh): 103.6 1 301*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 383*** 0 156 Signal=Split/Rights =Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 144 0 102 0 0 0 0 1160 189 277 1315 0 Added Vol: 239 0 54 0 0 0 0 537 80 24 562 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 383 0 156 0 0 0 0 1697 269 301 1877 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 419 0 171 0 0 0 0 1857 294 330 2054 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 419 0 171 0 0 0 0 1857 294 330 2054 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 419 0 171 0 0 0 0 1857 294 330 2054 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.73 0.27 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2989 474 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.11 0.00 0.00 0.00 0.00 0.62 0.62 0.19 0.58 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.49 0.49 0.15 0.54 0.00 Volume/Cap: 1.26 0.00 0.57 0.00 0.00 0.00 0.00 1.26 1.26 1.26 1.07 0.00 Delay/Veh: 166.4 0.0 28.6 0.0 0.0 0.0 0.0 134 134.5 172.8 53.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 166.4 0.0 28.6 0.0 0.0 0.0 0.0 134 134.5 172.8 53.7 0.0 LOS by Move: F A C A A A A F F F D A HCM2kAvgQ: 23 0 4 0 0 0 0 55 55 18 38 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-10 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 2719*** 1 Critical V/C: 1.500 2 2336 1 Avg Crit Del (sec/veh): 253.6 0 384 0 Avg Delay (sec/veh): 188.8 1 144*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 538*** 0 441 Signal=Split/Rights =Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 379 0 387 0 0 0 0 1623 114 77 1360 0 Added Vol: 159 0 54 0 0 0 0 1096 270 67 976 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 538 0 441 0 0 0 0 2719 384 144 2336 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 567 0 465 0 0 0 0 2862 404 151 2458 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 567 0 465 0 0 0 0 2862 404 151 2458 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 567 0 465 0 0 0 0 2862 404 151 2458 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3103 438 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.31 0.00 0.29 0.00 0.00 0.00 0.00 0.92 0.92 0.08 0.68 0.00 Crit Moves: **** **** **** Green/Cycle: 0.21 0.00 0.21 0.00 0.00 0.00 0.00 0.60 0.60 0.07 0.60 0.00 Volume/Cap: 1.53 0.00 1.40 0.00 0.00 0.00 0.00 1.53 1.53 1.20 1.13 0.00 Delay/Veh: 289.8 0.0 236.4 0.0 0.0 0.0 0.0 250 250.3 188.6 74.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 289.8 0.0 236.4 0.0 0.0 0.0 0.0 250 250.3 188.6 74.9 0.0 LOS by Move: F A F A A A A F F F E A HCM2kAvgQ: 43 0 32 0 0 0 0 125 125 10 61 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-11 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 7 554 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 8 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 508 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 215 0 0 450 7 8 0 2 0 0 0 Added Vol: 0 293 0 0 104 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 508 0 0 554 7 8 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 597 0 0 652 8 10 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 597 0 0 652 8 10 0 3 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||-------- -------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1253 1253 656 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 192 174 469 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 192 174 469 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.05 0.00 0.01 xxxx xxxx xxxx ------------|---------------||---------------||---------------||--- ------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 221 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 22.3 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 22.3 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *************************** ***************************************************** Intersection Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-13 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 514 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: D Lanes: 0 1 0 0 0 Initial Vol: 0 981 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 768 0 0 177 10 3 0 0 0 0 0 Added Vol: 0 213 0 0 337 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 981 0 0 514 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 992 0 0 520 11 4 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 992 0 0 520 11 4 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||-- -------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1517 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 133 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 133 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||------ ---------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 32.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * D * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 32.9 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ************************************************************************* ******* Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-15 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 529 16 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 73 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 4.2 0 0 0 Avg Delay (sec/veh): 4.2 0 71 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 439 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 146 3 16 425 0 0 0 0 71 0 73 Added Vol: 0 293 0 0 104 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 439 3 16 529 0 0 0 0 71 0 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 527 4 19 635 0 0 0 0 85 0 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 527 4 19 635 0 0 0 0 85 0 88 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||--------------- ||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 531 xxxx xxxxx xxxx xxxx xxxxx 1203 1203 529 Potent Cap.: xxxx xxxx xxxxx 1046 xxxx xxxxx xxxx xxxx xxxxx 206 186 553 Move Cap.: xxxx xxxx xxxxx 1046 xxxx xxxxx xxxx xxxx xxxxx 203 182 553 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.42 0.00 0.16 ------------|---------------||---------------||--------- ------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 299 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 3.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 32.3 xxxxx Shared LOS: * * * A * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 32.3 ApproachLOS: * * * D Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-17 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 473 39 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 52 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 15 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 929 34 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 716 34 39 136 0 0 0 0 15 0 52 Added Vol: 0 213 0 0 337 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 929 34 39 473 0 0 0 0 15 0 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 952 34 40 484 0 0 0 0 15 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 952 34 40 484 0 0 0 0 15 0 53 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||--------------- ||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 986 xxxx xxxxx xxxx xxxx xxxxx 1534 1534 969 Potent Cap.: xxxx xxxx xxxxx 709 xxxx xxxxx xxxx xxxx xxxxx 129 118 310 Move Cap.: xxxx xxxx xxxxx 709 xxxx xxxxx xxxx xxxx xxxxx 124 111 310 Volume/Cap: xxxx xxxx xxxx 0.06 xxxx xxxx xxxx xxxx xxxx 0.12 0.00 0.17 ------------|---------------||---------------||---------- -----||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 232 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 10.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 27.0 xxxxx Shared LOS: * * * B * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 27.0 ApproachLOS: * * * D Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *********************** ********************************************************* Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-19 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAC AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 351 152*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 101*** 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.779 1! 52*** 0 Avg Crit Del (sec/veh): 17.1 0 113 0 Avg Delay (sec/veh): 17.1 0 3 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 36*** 50 1 Signal=Stop/Rights= Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---- -----------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 36 50 1 2 152 322 71 50 113 3 52 2 Added Vol: 0 0 0 0 0 29 30 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 50 1 2 152 351 101 50 113 3 52 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 42 58 1 3 176 406 116 58 130 4 60 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 58 1 3 176 406 116 58 130 4 60 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 42 58 1 3 176 406 116 58 130 4 60 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.30 0.69 0.38 0.19 0.43 0.06 0.90 0.04 Final Sat.: 233 323 8 3 226 522 234 116 261 32 474 21 ------------|---------------||--- ------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.18 0.78 0.78 0.78 0.50 0.50 0.50 0.13 0.13 0.13 Crit Moves: **** **** **** **** Delay/Veh: 10.0 10.0 10.0 21.1 21.1 21.1 13.2 13.2 13.2 9.8 9.8 9.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.0 10.0 10.0 21.1 21.1 21.1 13.2 13.2 13.2 9.8 9.8 9.8 LOS by Move: A A A C C C B B B A A A ApproachDel: 10.0 21.1 13.2 9.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 10.0 21.1 13.2 9.8 LOS by Appr: A C B A AllWayAvgQ: 0.2 0.2 0.2 2.8 2.8 2.8 0.8 0.8 0.8 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *********************************************************** ********************* Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-21 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAC PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 137 31*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 501*** 0 Cycle Time (sec): 100 0 7 0 Loss Time (sec): 0 0 55 1! Critical V/C: 1.005 1! 44*** 0 Avg Crit Del (sec/veh): 39.0 0 50 0 Avg Delay (sec/veh): 39.0 0 7 LOS: E Lanes: 0 0 1! 0 0 Initial Vol: 81 225*** 2 Signal=Stop/Rights= Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---- -----------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 81 225 2 1 31 93 450 55 50 7 44 7 Added Vol: 0 0 0 0 0 44 51 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 81 225 2 1 31 137 501 55 50 7 44 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 86 238 2 1 33 144 529 58 53 7 47 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 238 2 1 33 144 529 58 53 7 47 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 238 2 1 33 144 529 58 53 7 47 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.18 0.81 0.83 0.09 0.08 0.12 0.76 0.12 Final Sat.: 148 411 4 4 106 464 526 57 52 61 388 61 ------------|---------------||----- ----------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.58 0.58 0.58 0.31 0.31 0.31 1.01 1.01 1.01 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 17.5 17.5 17.5 11.8 11.8 11.8 60.4 60.4 60.4 10.4 10.4 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.5 17.5 17.5 11.8 11.8 11.8 60.4 60.4 60.4 10.4 10.4 10.4 LOS by Move: C C C B B B F F F B B B ApproachDel: 17.5 11.8 60.4 10.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 17.5 11.8 60.4 10.4 LOS by Appr: C B F B AllWayAvgQ: 1.3 1.3 1.3 0.4 0.4 0.4 9.1 9.1 9.1 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *************************************************** ***************************** Intersection #8 Old Highway 395 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-23 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 10 0 Cycle Time (sec): 100 0 81 1 Loss Time (sec): 0 1 181 0 Critical V/C: 0.000 0 332 0 Avg Crit Del (sec/veh): 1.8 0 0 0 Avg Delay (sec/veh): 1.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 8 101 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1 8 71 0 0 0 10 181 0 0 303 81 Added Vol: 0 0 30 0 0 0 0 0 0 0 29 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 8 101 0 0 0 10 181 0 0 332 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 9 115 0 0 0 12 207 0 0 379 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 9 115 0 0 0 12 207 0 0 379 93 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||--------- ------||---------------||---------------| Capacity Module: Cnflict Vol: 655 702 207 xxxx xxxx xxxxx 471 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 429 361 831 xxxx xxxx xxxxx 1090 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 425 357 831 xxxx xxxx xxxxx 1090 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.03 0.14 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---- -----------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 750 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.6 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.8 xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ****************************************************** ************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-25 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 15 0 Cycle Time (sec): 100 0 139 1 Loss Time (sec): 0 1 122 0 Critical V/C: 0.000 0 155 0 Avg Crit Del (sec/veh): 7.2 0 0 0 Avg Delay (sec/veh): 7.2 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 6 472 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 2 6 421 0 0 0 15 122 0 0 111 139 Added Vol: 0 0 51 0 0 0 0 0 0 0 44 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 6 472 0 0 0 15 122 0 0 155 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 6 486 0 0 0 16 125 0 0 160 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 6 486 0 0 0 16 125 0 0 160 143 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------|| ---------------||---------------||---------------| Capacity Module: Cnflict Vol: 388 459 125 xxxx xxxx xxxxx 303 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 616 498 925 xxxx xxxx xxxxx 1258 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 610 492 925 xxxx xxxx xxxxx 1258 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.52 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------| |---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 913 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 3.3 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 13.5 xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 13.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ****************************************************** ************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-27 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 66 180 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 45.5 1 0 0 Avg Delay (sec/veh): 45.5 0 363 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||------- --------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 180 66 3 0 3 0 334 1 0 Added Vol: 0 0 0 0 0 0 0 0 0 29 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 180 66 3 0 3 0 363 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 224 82 4 0 4 0 453 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 224 82 4 0 4 0 453 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 911 911 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 301 271 1074 xxxx xxxx xxxx xxxxx 1624 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 214 170 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.05 0.48 0.00 xxxx xxxx xxxx 0.28 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 9.9 xxxx xxxxx xxxx xxxx xxxxx 1.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 123.1 xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 177 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 2.4 xxxxx xxxx xxxxx 1.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 43.3 xxxxx xxxx xxxxx 8.1 xxxx xxxxx Shared LOS: * * * * * E * * * A * * ApproachDel: xxxxxx 100.8 xxxxxx xxxxxx ApproachLOS: * F * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ********************************************************** ********************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:29:23 2008 Page 3-29 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 71 122 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 5 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 10.4 1 0 0 Avg Delay (sec/veh): 10.4 0 151 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 122 71 0 0 5 0 107 3 0 Added Vol: 0 0 0 0 0 0 0 0 0 44 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 122 71 0 0 5 0 151 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 134 78 0 0 5 0 166 4 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 134 78 0 0 5 0 166 4 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||------ ---------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 341 341 4 xxxx xxxx xxxxx 5 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 637 567 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 582 503 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.23 0.15 0.00 xxxx xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||-------- -------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.9 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 13.0 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 503 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.5 xxxxx xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 13.5 xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 13.2 xxxxxx xxxxxx ApproachLOS: * B * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ********************************* *********************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA Santa Margarita Annexation Traffic Study September 2008 APPENDIX F-EXISTING PLUS AMBIENT PLUS CUMULATIVE PLUS PROJECT LOS RESULTS COMPARE Thu Sep 18 15:32:42 2008 Page 3-1 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 302 37 2136*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 386 1 Critical V/C: 1.632 2 734 1 Avg Crit Del (sec/veh): 325.7 0 425*** 0 Avg Delay (sec/veh): 263.8 2 1532*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1380 37 263 0 213 399 902 546 0 Added Vol: 0 0 0 756 0 39 0 173 26 630 188 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2136 37 302 0 386 425 1532 734 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 2182 38 309 0 395 434 1565 750 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2182 38 309 0 395 434 1565 750 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2182 38 309 0 395 434 1565 750 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.82 0.82 0.80 1.00 0.81 0.81 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.97 0.03 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3068 53 1523 0 1539 1539 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.71 0.71 0.20 0.00 0.26 0.28 0.46 0.21 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.44 0.44 0.00 0.17 0.17 0.28 0.46 0.00 Volume/Cap: 0.00 0.00 0.00 1.63 1.63 0.47 0.00 1.48 1.63 1.63 0.47 0.00 Delay/Veh: 0.0 0.0 0.0 318.7 319 22.5 0.0 273 338.8 328.6 17.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 318.7 319 22.5 0.0 273 338.8 328.6 17.5 0.0 LOS by Move: A A A F F C A F F F B A HCM2kAvgQ: 0 0 0 90 90 8 0 32 38 66 8 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-2 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 328 0 2719*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 975*** 1 Critical V/C: 1.822 2 871 1 Avg Crit Del (sec/veh): 401.0 0 430 0 Avg Delay (sec/veh): 330.8 2 1255*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 1680 0 205 0 587 295 435 492 0 Added Vol: 0 0 0 1039 0 123 0 388 135 820 379 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2719 0 328 0 975 430 1255 871 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 2746 0 332 0 985 434 1268 880 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2746 0 332 0 985 434 1268 880 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2746 0 332 0 985 434 1268 880 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.90 0.90 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.39 0.61 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2367 1043 3467 3574 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.77 0.00 0.21 0.00 0.42 0.42 0.37 0.25 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.42 0.00 0.42 0.00 0.23 0.23 0.20 0.43 0.00 Volume/Cap: 0.00 0.00 0.00 1.82 0.00 0.49 0.00 1.82 1.82 1.82 0.57 0.00 Delay/Veh: 0.0 0.0 0.0 395.6 0.0 17.5 0.0 406 405.8 407.5 15.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 395.6 0.0 17.5 0.0 406 405.8 407.5 15.4 0.0 LOS by Move: A A A F A B A F F F B A HCM2kAvgQ: 0 0 0 110 0 6 0 61 61 53 8 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONIC ACOMPARE Thu Sep 18 15:32:42 2008 Page 3-3 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 121*** 1 Cycle Time (sec): 110 1 2556*** 0 Loss Time (sec): 12 1 2293 2 Critical V/C: 1.504 2 1960 0 Avg Crit Del (sec/veh): 257.8 0 0 0 Avg Delay (sec/veh): 159.2 0 0 LOS: F Lanes: 0 1 0 0 2 Initial Vol: 180 0 984*** Signal=Split/Rights=Incl ude Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---- -----------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 139 0 434 0 0 0 96 1389 0 0 1183 1812 Added Vol: 41 0 550 0 0 0 25 904 0 0 777 744 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 180 0 984 0 0 0 121 2293 0 0 1960 2556 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 191 0 1046 0 0 0 129 2436 0 0 2083 2716 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 191 0 1046 0 0 0 129 2436 0 0 2083 2716 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 191 0 1046 0 0 0 129 2436 0 0 2083 2716 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3044 3044 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.37 0.00 0.00 0.00 0.08 0.72 0.00 0.00 0.68 0.89 Crit Moves: **** **** **** Green/Cycle: 0.24 0.00 0.24 0.00 0.00 0.00 0.06 0.65 0.00 0.00 0.58 0.58 Volume/Cap: 0.44 0.00 1.53 0.00 0.00 0.00 1.19 1.10 0.00 0.00 1.17 1.53 Delay/Veh: 36.0 0.0 286.5 0.0 0.0 0.0 198.0 63.3 0.0 0.0 94.1 253.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.0 0.0 286.5 0.0 0.0 0.0 198.0 63.3 0.0 0.0 94.1 253.1 LOS by Move: D A F A A A F E A A F F HCM2kAvgQ: 6 0 46 0 0 0 9 62 0 0 61 113 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-4 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 305 1 Cycle Time (sec): 150 1 2465 0 Loss Time (sec): 12 1 3337*** 2 Critical V/C: 1.895 2 1735 0 Avg Crit Del (sec/veh): 494.2 0 0 0 Avg Delay (sec/veh): 402.8 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 355 1 1999*** Signal=Split/Rights=In clude Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-- -------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 231 1 1105 0 0 0 172 2043 0 0 660 1479 Added Vol: 124 0 894 0 0 0 133 1294 0 0 1075 986 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 355 1 1999 0 0 0 305 3337 0 0 1735 2465 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 370 1 2083 0 0 0 317 3476 0 0 1807 2568 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 370 1 2083 0 0 0 317 3476 0 0 1807 2568 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 370 1 2083 0 0 0 317 3476 0 0 1807 2568 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.98 0.98 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.82 0.82 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1850 6 2842 0 0 0 1787 3574 0 0 3122 3122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.20 0.73 0.00 0.00 0.00 0.18 0.97 0.00 0.00 0.58 0.82 Crit Moves: **** **** **** Green/Cycle: 0.36 0.36 0.36 0.00 0.00 0.00 0.10 0.48 0.00 0.00 0.44 0.44 Volume/Cap: 0.55 0.55 2.03 0.00 0.00 0.00 1.86 2.03 0.00 0.00 1.31 1.86 Delay/Veh: 31.6 31.6 503.5 0.0 0.0 0.0 461.8 489 0.0 0.0 169 415.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.6 31.6 503.5 0.0 0.0 0.0 461.8 489 0.0 0.0 169 415.8 LOS by Move: C C F A A A F F A A F F HCM2kAvgQ: 11 11 116 0 0 0 31 179 0 0 66 131 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-5 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 321*** 9 197 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 246*** 1 Cycle Time (sec): 150 0 185 0 Loss Time (sec): 16 1 3105 2 Critical V/C: 1.475 2 4194*** 1 Avg Crit Del (sec/veh): 265.5 0 8 0 Avg Delay (sec/veh): 177.9 1 19 LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 23 13*** 20 Signal=Split/Rights=Inclu de Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||--------------- ||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 23 13 20 176 9 248 96 1842 8 19 2772 162 Added Vol: 0 0 0 21 0 73 150 1263 0 0 1422 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 23 13 20 197 9 321 246 3105 8 19 4194 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 24 13 20 202 9 328 252 3175 8 19 4289 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 13 20 202 9 328 252 3175 8 19 4289 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 13 20 202 9 328 252 3175 8 19 4289 190 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.87 0.13 Final Sat.: 739 406 628 1805 1900 1615 1702 4879 13 1753 4794 212 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.11 0.00 0.20 0.15 0.65 0.65 0.01 0.89 0.89 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.13 0.13 0.13 0.10 0.62 0.62 0.06 0.58 0.58 Volume/Cap: 0.55 0.55 0.55 0.85 0.04 1.54 1.54 1.05 1.05 0.19 1.54 1.54 Delay/Veh: 61.2 61.2 61.2 74.5 45.5 317.7 325.9 44.7 44.7 54.7 261 260.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 61.2 61.2 74.5 45.5 317.7 325.9 44.7 44.7 54.7 261 260.9 LOS by Move: E E E E D F F D D D F F HCM2kAvgQ: 3 3 3 10 0 28 22 55 55 1 129 129 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-6 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 255 14 492*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 282 1 Cycle Time (sec): 150 0 255 0 Loss Time (sec): 16 1 4955*** 2 Critical V/C: 1.500 2 3802 1 Avg Crit Del (sec/veh): 330.3 0 36 0 Avg Delay (sec/veh): 294.5 1 17*** LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 12 6*** 16 Signal=Split/Rights=In clude Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------------ ---||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 12 6 16 442 14 77 182 2926 36 17 1962 203 Added Vol: 0 0 0 50 0 178 100 2029 0 0 1840 52 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 12 6 16 492 14 255 282 4955 36 17 3802 255 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 12 6 17 506 14 262 290 5092 37 18 3907 262 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 6 17 506 14 262 290 5092 37 18 3907 262 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 6 17 506 14 262 290 5092 37 18 3907 262 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.98 0.02 1.00 2.81 0.19 Final Sat.: 602 301 843 1805 1900 1615 1805 5144 37 1787 4769 320 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.28 0.01 0.16 0.16 0.99 0.99 0.01 0.82 0.82 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.17 0.17 0.17 0.11 0.58 0.58 0.06 0.54 0.54 Volume/Cap: 0.34 0.34 0.34 1.69 0.05 0.98 1.52 1.69 1.69 0.17 1.52 1.52 Delay/Veh: 56.3 56.3 56.3 376.1 42.2 99.0 314.4 329 328.6 54.5 257 257.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 56.3 56.3 376.1 42.2 99.0 314.4 329 328.6 54.5 257 257.3 LOS by Move: E E E F D F F F F D F F HCM2kAvgQ: 2 2 2 45 0 14 25 161 161 1 119 119 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-7 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1883 3 Critical V/C: 1.286 3 2460*** 0 Avg Crit Del (sec/veh): 222.4 0 1463 1 Avg Delay (sec/veh): 165.8 2 336 LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1793*** 0 442 Signal=Split/Rights=Overl ap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------- -----||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1238 0 193 0 0 0 0 1068 978 202 1532 0 Added Vol: 555 0 249 0 0 0 0 815 485 134 928 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1793 0 442 0 0 0 0 1883 1463 336 2460 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1928 0 475 0 0 0 0 2025 1573 361 2646 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1928 0 475 0 0 0 0 2025 1573 361 2646 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1928 0 475 0 0 0 0 2025 1573 361 2646 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.57 0.00 0.31 0.00 0.00 0.00 0.00 0.41 1.01 0.11 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.00 0.49 0.00 0.00 0.00 0.00 0.36 0.76 0.09 0.36 0.00 Volume/Cap: 1.43 0.00 0.63 0.00 0.00 0.00 0.00 1.12 1.33 1.21 1.43 0.00 Delay/Veh: 223.2 0.0 16.9 0.0 0.0 0.0 0.0 84.0 153.0 158.2 222 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 223.2 0.0 16.9 0.0 0.0 0.0 0.0 84.0 153.0 158.2 222 0.0 LOS by Move: F A B A A A A F F F F A HCM2kAvgQ: 63 0 9 0 0 0 0 32 87 11 61 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-8 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 2996 3 Critical V/C: 2.025 3 2057 0 Avg Crit Del (sec/veh): 488.3 0 2581*** 1 Avg Delay (sec/veh): 274.0 2 645*** LOS: F Lanes: 2 0 0 0 1 Initial Vol: 2099*** 0 732 Signal=Split/Rights=Ov erlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1205 0 488 0 0 0 0 1915 1545 311 1043 0 Added Vol: 894 0 244 0 0 0 0 1081 1036 334 1014 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2099 0 732 0 0 0 0 2996 2581 645 2057 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 2144 0 748 0 0 0 0 3060 2636 659 2101 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2144 0 748 0 0 0 0 3060 2636 659 2101 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2144 0 748 0 0 0 0 3060 2636 659 2101 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.61 0.00 0.46 0.00 0.00 0.00 0.00 0.59 1.63 0.19 0.41 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.40 0.00 0.00 0.00 0.00 0.50 0.81 0.09 0.52 0.00 Volume/Cap: 2.03 0.00 1.17 0.00 0.00 0.00 0.00 1.17 2.03 2.03 0.78 0.00 Delay/Veh: 506.4 0.0 128.4 0.0 0.0 0.0 0.0 104 464.0 526.3 18.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 506.4 0.0 128.4 0.0 0.0 0.0 0.0 104 464.0 526.3 18.4 0.0 LOS by Move: F A F A A A A F F F B A HCM2kAvgQ: 109 0 43 0 0 0 0 63 257 35 20 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-9 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1698*** 1 Critical V/C: 1.261 2 1877 1 Avg Crit Del (sec/veh): 145.1 0 270 0 Avg Delay (sec/veh): 104.9 1 302*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 386*** 0 157 Signal=Split/Rights =Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 144 0 102 0 0 0 0 1160 189 277 1315 0 Added Vol: 242 0 55 0 0 0 0 538 81 25 562 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 386 0 157 0 0 0 0 1698 270 302 1877 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 422 0 172 0 0 0 0 1858 295 331 2054 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 0 172 0 0 0 0 1858 295 331 2054 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 422 0 172 0 0 0 0 1858 295 331 2054 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.73 0.27 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2988 475 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.11 0.00 0.00 0.00 0.00 0.62 0.62 0.19 0.58 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.49 0.49 0.15 0.54 0.00 Volume/Cap: 1.26 0.00 0.57 0.00 0.00 0.00 0.00 1.26 1.26 1.26 1.07 0.00 Delay/Veh: 167.8 0.0 28.6 0.0 0.0 0.0 0.0 136 136.2 174.3 54.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 167.8 0.0 28.6 0.0 0.0 0.0 0.0 136 136.2 174.3 54.4 0.0 LOS by Move: F A C A A A A F F F D A HCM2kAvgQ: 23 0 4 0 0 0 0 56 56 18 38 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-10 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 2719*** 1 Critical V/C: 1.503 2 2337 1 Avg Crit Del (sec/veh): 254.8 0 387 0 Avg Delay (sec/veh): 189.8 1 145*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 540*** 0 442 Signal=Split/Rights =Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------------ ---||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 379 0 387 0 0 0 0 1623 114 77 1360 0 Added Vol: 161 0 55 0 0 0 0 1096 273 68 977 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 540 0 442 0 0 0 0 2719 387 145 2337 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 569 0 466 0 0 0 0 2862 407 152 2459 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 569 0 466 0 0 0 0 2862 407 152 2459 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 569 0 466 0 0 0 0 2862 407 152 2459 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3100 441 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 0.00 0.29 0.00 0.00 0.00 0.00 0.92 0.92 0.08 0.68 0.00 Crit Moves: **** **** **** Green/Cycle: 0.21 0.00 0.21 0.00 0.00 0.00 0.00 0.60 0.60 0.07 0.60 0.00 Volume/Cap: 1.53 0.00 1.40 0.00 0.00 0.00 0.00 1.53 1.53 1.20 1.13 0.00 Delay/Veh: 290.8 0.0 236.5 0.0 0.0 0.0 0.0 251 251.5 191.6 75.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 290.8 0.0 236.5 0.0 0.0 0.0 0.0 251 251.5 191.6 75.4 0.0 LOS by Move: F A F A A A A F F F E A HCM2kAvgQ: 43 0 33 0 0 0 0 125 125 10 61 0 Note: Queue reported is the number of cars per lane. Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-11 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 7 556 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 8 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 512 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 215 0 0 450 7 8 0 2 0 0 0 Added Vol: 0 297 0 0 106 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 512 0 0 556 7 8 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 602 0 0 654 8 10 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 602 0 0 654 8 10 0 3 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||-------- -------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1260 1260 658 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 190 172 468 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 190 172 468 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.05 0.00 0.01 xxxx xxxx xxxx ------------|---------------||---------------||---------------||--- ------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 219 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.2 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 22.4 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 22.4 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] *************************** ***************************************************** Intersection ##6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-13 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 519 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: D Lanes: 0 1 0 0 0 Initial Vol: 0 984 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||-------- -------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 768 0 0 177 10 3 0 0 0 0 0 Added Vol: 0 216 0 0 342 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 984 0 0 519 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 995 0 0 525 11 4 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 995 0 0 525 11 4 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||-- -------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1525 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 131 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 131 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||------ ---------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 33.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * D * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 33.2 xxxxxx ApproachLOS: * * D * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ************************************************************************* ******* Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-15 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 531 16 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 73 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 4.3 0 0 0 Avg Delay (sec/veh): 4.3 0 71 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 443 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 146 3 16 425 0 0 0 0 71 0 73 Added Vol: 0 297 0 0 106 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 443 3 16 531 0 0 0 0 71 0 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 532 4 19 637 0 0 0 0 85 0 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 532 4 19 637 0 0 0 0 85 0 88 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||--------------- ||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 536 xxxx xxxxx xxxx xxxx xxxxx 1210 1210 534 Potent Cap.: xxxx xxxx xxxxx 1042 xxxx xxxxx xxxx xxxx xxxxx 204 184 550 Move Cap.: xxxx xxxx xxxxx 1042 xxxx xxxxx xxxx xxxx xxxxx 201 181 550 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.42 0.00 0.16 ------------|---------------||---------------||--------- ------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 296 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 3.4 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 32.8 xxxxx Shared LOS: * * * A * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 32.8 ApproachLOS: * * * D Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-17 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 478 39 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 52 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 15 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 932 34 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||------- --------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 716 34 39 136 0 0 0 0 15 0 52 Added Vol: 0 216 0 0 342 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 932 34 39 478 0 0 0 0 15 0 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 955 34 40 489 0 0 0 0 15 0 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 955 34 40 489 0 0 0 0 15 0 53 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||------ ---------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 989 xxxx xxxxx xxxx xxxx xxxxx 1542 1542 972 Potent Cap.: xxxx xxxx xxxxx 707 xxxx xxxxx xxxx xxxx xxxxx 128 116 309 Move Cap.: xxxx xxxx xxxxx 707 xxxx xxxxx xxxx xxxx xxxxx 122 109 309 Volume/Cap: xxxx xxxx xxxx 0.06 xxxx xxxx xxxx xxxx xxxx 0.13 0.00 0.17 ------------|---------------||---------------||-- -------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 230 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.2 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 10.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 27.2 xxxxx Shared LOS: * * * B * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 27.2 ApproachLOS: * * * D Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ************************************************************************ ******** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-19 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 352 152*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 105 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.784 1! 52*** 0 Avg Crit Del (sec/veh): 17.4 0 115*** 0 Avg Delay (sec/veh): 17.4 0 3 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 37 50 1*** Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 36 50 1 2 152 322 71 50 113 3 52 2 Added Vol: 1 0 0 0 0 30 34 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 37 50 1 2 152 352 105 50 115 3 52 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 43 58 1 3 176 407 121 58 132 4 60 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 58 1 3 176 407 121 58 132 4 60 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 58 1 3 176 407 121 58 132 4 60 3 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.57 0.01 0.01 0.30 0.69 0.39 0.18 0.43 0.06 0.90 0.04 Final Sat.: 235 317 7 3 224 520 238 113 260 31 472 21 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.18 0.18 0.78 0.78 0.78 0.51 0.51 0.51 0.13 0.13 0.13 Crit Moves: **** **** **** **** Delay/Veh: 10.0 10.0 10.0 21.5 21.5 21.5 13.5 13.5 13.5 9.9 9.9 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.0 10.0 10.0 21.5 21.5 21.5 13.5 13.5 13.5 9.9 9.9 9.9 LOS by Move: B B B C C C B B B A A A ApproachDel: 10.0 21.5 13.5 9.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 10.0 21.5 13.5 9.9 LOS by Appr: B C B A AllWayAvgQ: 0.2 0.2 0.2 2.9 2.9 2.9 0.8 0.8 0.8 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ****************** ************************************************************** Intersection #8 Old Highway 395 //Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-21 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 142 31*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 504 0 Cycle Time (sec): 100 0 7 0 Loss Time (sec): 0 0 55*** 1! Critical V/C: 1.018 1! 44*** 0 Avg Crit Del (sec/veh): 40.8 0 52 0 Avg Delay (sec/veh): 40.8 0 7 LOS: E Lanes: 0 0 1! 0 0 Initial Vol: 84 225 2*** Signal=Stop/Rights =Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||--- ------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 81 225 2 1 31 93 450 55 50 7 44 7 Added Vol: 3 0 0 0 0 49 54 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 84 225 2 1 31 142 504 55 52 7 44 7 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 238 2 1 33 150 532 58 55 7 47 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 238 2 1 33 150 532 58 55 7 47 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 238 2 1 33 150 532 58 55 7 47 7 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.72 0.01 0.01 0.18 0.81 0.83 0.09 0.08 0.12 0.76 0.12 Final Sat.: 152 406 4 4 103 467 523 57 54 61 385 61 ------------|---------------||---------- -----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.59 0.59 0.59 0.32 0.32 0.32 1.02 1.02 1.02 0.12 0.12 0.12 Crit Moves: **** **** **** **** Delay/Veh: 17.7 17.7 17.7 11.9 11.9 11.9 63.8 63.8 63.8 10.4 10.4 10.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.7 17.7 17.7 11.9 11.9 11.9 63.8 63.8 63.8 10.4 10.4 10.4 LOS by Move: C C C B B B F F F B B B ApproachDel: 17.7 11.9 63.8 10.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 17.7 11.9 63.8 10.4 LOS by Appr: C B F B AllWayAvgQ: 1.3 1.3 1.3 0.4 0.4 0.4 9.7 9.7 9.7 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************* ************************* Intersection #8 Old Highway 395 /Rainbow Valley West Blvd Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-23 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 28 0 Cycle Time (sec): 100 0 81 1 Loss Time (sec): 0 1 187 0 Critical V/C: 0.000 0 334 0 Avg Crit Del (sec/veh): 2.1 0 0 0 Avg Delay (sec/veh): 2.1 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 8 8 101 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 1 8 71 0 0 0 10 181 0 0 303 81 Added Vol: 7 0 30 0 0 0 18 6 0 0 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 8 101 0 0 0 28 187 0 0 334 81 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 9 9 115 0 0 0 32 213 0 0 381 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 9 9 115 0 0 0 32 213 0 0 381 93 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 706 752 213 xxxx xxxx xxxxx 474 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 401 338 824 xxxx xxxx xxxxx 1088 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 392 328 824 xxxx xxxx xxxxx 1088 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.02 0.03 0.14 xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 697 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.7 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.4 xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.4 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] **************************************************************** **************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-25 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 27 0 Cycle Time (sec): 100 0 139 1 Loss Time (sec): 0 1 126 0 Critical V/C: 0.000 0 162 0 Avg Crit Del (sec/veh): 7.9 0 0 0 Avg Delay (sec/veh): 7.9 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 25 6 472 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 2 6 421 0 0 0 15 122 0 0 111 139 Added Vol: 23 0 51 0 0 0 12 4 0 0 51 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 25 6 472 0 0 0 27 126 0 0 162 139 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 26 6 486 0 0 0 28 129 0 0 167 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 26 6 486 0 0 0 28 129 0 0 167 143 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------|| ---------------||---------------||---------------| Capacity Module: Cnflict Vol: 424 495 129 xxxx xxxx xxxxx 310 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 587 476 920 xxxx xxxx xxxxx 1250 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 577 465 920 xxxx xxxx xxxxx 1250 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.05 0.01 0.53 xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------| |---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 884 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 3.9 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 14.7 xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 14.7 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ****************************************************** ************************** Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-27 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 66 180 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28 0 Critical V/C: 0.000 0 10 1 Avg Crit Del (sec/veh): 53.3 1 20 0 Avg Delay (sec/veh): 53.3 0 363 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 180 66 3 0 3 0 334 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 29 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 180 66 9 0 28 20 363 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 224 82 12 0 36 25 453 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 224 82 12 0 36 25 453 13 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||--------------- ||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 966 979 13 xxxx xxxx xxxxx 60 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 279 247 1059 xxxx xxxx xxxxx 1549 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 194 151 1059 xxxx xxxx xxxxx 1549 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 1.16 0.55 0.01 xxxx xxxx xxxx 0.29 xxxx xxxx ------------|---------------||-------------- -||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 11.2 xxxx xxxxx xxxx xxxx xxxxx 1.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 162.9 xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 169 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 2.9 xxxxx xxxx xxxxx 1.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 50.3 xxxxx xxxx xxxxx 8.3 xxxx xxxxx Shared LOS: * * * * * F * * * A * * ApproachDel: xxxxxx 129.5 xxxxxx xxxxxx ApproachLOS: * F * * Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************************************************* ******************* Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA COMPARE Thu Sep 18 15:32:42 2008 Page 3-29 Santa Margarita Ecological Reserve Area Annexation -City of Temecula IE08-0007 Existing plus Ambient plus Cumulative plus Project Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Uncontrol/Rights=Include Initial Vol: 21 71 122 Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/2007 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 22 0 Critical V/C: 0.000 0 34 1 Avg Crit Del (sec/veh): 11.3 1 14 0 Avg Delay (sec/veh): 11.3 0 151 LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Uncontrol/Rights=Inclu de Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||--- ------------||---------------||---------------| Volume Module: >> Count Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 Initial Bse: 0 0 0 122 71 0 0 5 0 107 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 44 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 122 71 21 0 22 14 151 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 134 78 23 0 24 15 166 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 134 78 23 0 24 15 166 38 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.2 xxxx xxxxx xxxxx 7.0 6.7 7.1 6.5 xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.3 xxxx xxxxx xxxxx 4.5 3.8 3.5 4.0 xxxxx ------------|---------------||---- -----------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 0 xxxx xxxxx xxxx 358 89 377 369 xxxxx Potent Cap.: xxxx xxxx xxxxx 900 xxxx xxxxx xxxx 499 851 582 562 xxxxx Move Cap.: xxxx xxxx xxxxx 900 xxxx xxxxx xxxx 425 851 485 478 xxxxx Volume/Cap: xxxx xxxx xxxx 0.15 xxxx xxxx xxxx 0.06 0.02 0.34 0.08 xxxx ------------|---------------||---------- -----||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.5 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 529 484 xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 0.2 2.1 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.4 17.8 xxxx xxxxx Shared LOS: * * * * * * * * B C * * ApproachDel: xxxxxx xxxxxx 12.4 17.8 ApproachLOS: * * B C Note: Queue reported is the number of cars per lane. Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************************************************* ******************* Traffix 7.9.0215 Copyright (c) 2008 Dowling Associates, Inc. Licensed to FEHR & PEERS, S. MONICA 15707 Rockfield Boulevard, Suite 155 Irvine, CA 92618 (949) 859-3200 Fax (949) 859-3209 www.fehrandpeers.com September 15, 2008 Stephen Brown, Principal Planner City of Temecula 42100 Business Park Drive Temecula, CA 92590 Re: Responses to Comments – Santa Margarita Area Annexation Dear Mr. Brown: Fehr & Peers is pleased to submit this letter report, which includes a comparison of the transportation impacts associated with Santa Margarita Area Annexation and the Liberty Quarry Traffic Impact Analysis. We have received and reviewed the following documents related to this project: • Liberty Quarry Traffic Flow Supplemental Letter – Prepared by Urban Crossroads on behalf of Granite Construction Company, January 2006 • Liberty Quarry Truck Traffic Miles-Reduced Evaluation – Prepared by Urban Crossroads on behalf of Granite Construction Company, April 2006 • Liberty Quarry Traffic Impact Analysis – Prepared by Urban Crossroads on behalf of Granite Construction Company, December 2007 • Santa Margarita Area Annexation Traffic Impact Study Report – Prepared by Fehr & Peers on behalf of the City of Temecula, September 2008 • Comments on Santa Margarita Area Annexation Planning Application – Prepared by Diepenbrock Harrison on behalf of Granite Construction Company, April 2008 • Aggregate Resources in the Temecula and Surrounding Inland Empire Areas-Development Opportunities and Current Conditions-Prepared by Cato Geoscience, January 2008 • Summary Report on Local Production and Consumption of Aggregates Along the I-15 Corridor and Related Areas of Southwestern Riverside County-Prepared by Cato Geoscience, September 2008 In our letter, we have provided further information about three key questions: Does the evidence support the contention that the development of the Liberty Quarry would provide traffic benefits that would not occur with the Annexation? If it is unlikely that the Liberty Quarry project would produce tangible traffic benefits, what significant traffic impacts would occur with the development of Liberty Quarry and how do those impacts compare with the Annexation? Even if the City disagrees with the conclusions about the traffic benefits associated with Liberty Quarry, are there still significant traffic impacts that result from the development of the Quarry as compared to the Annexation? Further information regarding each of these questions is provided below. Stephen Brown September 15, 2008 Page 2 of 14 LIBERTY QUARRY TRAFFIC REDISTRIBUTION A key contention of Liberty Quarry project proponents is that the use of the quarry site will redistribute existing aggregate vehicle traffic. These benefits mainly include a reduction in the level of truck traffic using I-15 and also a reduction in truck miles. The main basis for this argument is that the Liberty Quarry project would be located within the Southern Riverside/Northern San Diego County area which is underserved by aggregate producers and this project will provide aggregate material for local projects, thereby reducing the need to import aggregate material from other areas. The two studies prepared by Liberty Quarry to support this contention include: • Liberty Quarry Traffic Flow Supplemental Letter – Prepared by Urban Crossroads on behalf of Granite Construction Company, January 2006. The purpose of this letter report was to discuss existing traffic flow and trip reduction. This report calculates the production of the Liberty Quarry and the number of truck trips that the quarry will be producing. The report assumes that the product from Liberty Quarry will directly displace material from quarries further away from Temecula and Northern San Diego County. Based on this assumption, the report states that the materials produced by Liberty Quarry will displace approximately 1,282 truck trips when the quarry is running at full capacity. • Liberty Quarry Truck Traffic Miles-Reduced Evaluation – Prepared by Urban Crossroads on behalf of Granite Construction Company, April 2006. The purpose of this letter report was to calculate the reduction of vehicle miles traveled by opening Liberty Quarry. This report took the assumptions set forth in the January 2006 and used them for calculating the VMT reduction. Based on calculating the displacement and length of segments, the report assumes that Liberty Quarry will reduce truck traffic by 16.5 million vehicle trip miles per annum, when operating at full capacity. The main contention of the Liberty Quarry proponents is that the development of the Liberty Quarry site lessens the need to import aggregate material into the Temecula and Lake Elsinore area instead of from more remote areas in the remaining areas of Riverside County and San Bernardino County. Also, the Liberty Quarry site is closer to San Diego that other potential sites, allowing it to serve existing and future development in these areas. We would note that there is limited empirical data related to this likely redistribution of traffic. For example, there are no before and after studies of similar facilities that would definitively show how traffic has redistributed itself based on the opening of similar facilities previously. Additionally, the Liberty Quarry proponents do not address or discuss new facilities that could also serve San Diego County such as the Rosemary Mountain Quarry, which will likely focus all of its deliveries on San Diego County. In determining the reasonableness of these assumptions, we reviewed these documents and also the materials prepared for the Annexation DEIR. In particular, we reviewed two reports prepared by Dr. Kerry Cato (Aggregate Resources in the Temecula and Surrounding Inland Empire Areas from January 2008 and Summary Report on Local Production and Consumption of Aggregates Along the I-15 Corridor and Related Areas of Southwestern Riverside County from September 2008) which contains extensive documentation regarding active and potential aggregate facilities in Riverside, San Diego, and Imperial Counties. Some key findings of Dr. Cato’s analysis include: • There are already numerous surface mines already operating in Riverside County, several of which are nearby to the proposed Liberty Quarry Facility. For example, there Stephen Brown September 15, 2008 Page 3 of 14 are three surface mines indicated as being active in Lake Elsinore with another twelve nearby in the Temescal Canyon area. • There are also several nearby areas of Riverside County which are potentials sources for aggregate material as noted in Dr. Cato’s report. Other figures are provided by Dr. Cato which indicate the potentials sources for aggregate materials in San Diego and Imperial Counties. • The analysis also discusses some of emerging trends in aggregate production and distribution. For example, the Port of San Diego currently receives aggregate shipped in from both Canada and Mexico. The long distance shipment of aggregate material is economically viable because of the large amounts of material shipped simultaneously. Additional aggregate material is also imported into San Diego County from Mexico through the use of conveyor belts and rail facilities. Aggregate materials can also be shipped into Mexico and transported into the United States as traffic at the existing ports are distributed to alternative locations with the development of new port facilities in Mexico. • Another emerging trend in the use of aggregate material is increase in recycling of existing material in new construction, which should lessen the need for additional aggregate material to be mined and transported. Based on this information and other information provided in Dr. Kato’s report, we determined that the anticipated redistribution of traffic and subsequent VMT reduction is unlikely to occur based on the following considerations: • It is much easier for existing mine operators to expand their facilities than to develop new ones. A recent study of facilities along the I-15 corridor indicates that there are facilities in the area which are capable of expanding. It is our experience that it is far easier to expand or extend the operations of existing facilities than to develop a new facility. According to the report prepared by Cato Geoscience, there are extensive potential reserves adjacent to existing facilities within Southern Riverside County. According to Dr. Cato’s report, there are greater than 325 Million Tons of potential aggregate reserves which could be accessed by these existing facilities. • The material mined in this area is composed mainly of alluvial and bedrock deposits that is crushed to make aggregates mostly suitable for Portland Cement Concrete quality for applications, thus Liberty Quarry does not produce product that differs from nearby quarries. There are a number of sites with mineral deposits throughout the Riverside/San Diego region that can produce aggregate materials for the region, some located closer to Northern San Diego County, where Liberty Quarry states 70% of its trips will travel to. There are 3 existing or proposed facilities in North San Diego County which could produce upwards of 3 MTY of aggregate material. • In the January 2006 report, support for truck trip reduction by the project was first noted. The background states that aggregate materials materials currently come from Corona, Temescal Valley, Lake Elsinore, San Bernardino, and Irwindale. Some of the operating quarries are located in close proximity to areas where Liberty Quarry products would travel to. Thus, it is unlikely that the transport of products from the quarry would suddenly and substantially shift. • If Liberty Quarry’s logic – that aggregate materials would arrive from the closest quarry possible – then some of Liberty Quarry’s trips would be displaced by the quarry located in Pala (also a Granite Construction Project), which will be activating in the next few years. This quarry is located south of Liberty Quarry, and will be providing materials for the San Diego region. Thus, Liberty Quarry would not be displacing the number of trips that they Stephen Brown September 15, 2008 Page 4 of 14 state they will, as there are aggregate materials arriving from the Northern San Diego area that would ultimately take a share of the “displaced trips.” • Right now, some of the material for the region travels by ship from Ensenada, Mexico. Although the larger travel distance impacts cost, ships can hold larger amounts of aggregate, which ultimately keeps costs competitive with aggregate from nearby quarries. Two companies, Hanson and Polaris, currently import aggregate to California, and are looking into shipping additional construction materials. Hanson currently ships from British Columbia, Canada to the Port of San Francisco, and is considering bringing aggregate materials to the Port of San Diego. Additionally, the Port of San Diego approved a proposal by Polaris to import aggregate from Canada. These products will be used for San Diego County, which is more likely to displace truck trips from the Inland Empire than the presence of Liberty Quarry would. If these other resources are used more extensively, then it is possible that quarries in Northern San Diego County which currently provide aggregate material to Southern San Diego County could serve more local development. • The United States government is also looking into offshore mining. There are currently offshore mining locations being proposed in California. If this strategy is put into place in the next twenty years, it too will provide additional aggregate material for San Diego County; thereby lessening the need from Liberty Quarry and the surrounding area. • The greater use of recycle aggregate will lessen the need for aggregate production and transport. LIBERTY QUARRY TRAFFIC IMPACTS COMPARED TO ANNEXATION TRAFFIC IMPACTS WITH NO REDUCTION IN TRUCK TRIPS OR TRUCK VMT Introduction Given the information above, we consider it unlikely that the proposed Liberty Quarry would result in a reduction in the number of truck trips or vehicle miles traveled. To determine what impacts might occur under this scenario, we reviewed the traffic impact analysis prepared for the Liberty Quarry project by Urban Crossroads in December 2007 and conducted an independent review to determine if there are additional impacts that might occur that are not disclosed in the traffic study. The Liberty Quarry traffic study can be viewed at the following site: http://libertyquarryfacts.com/This traffic study considers two different sets of assumptions regarding truck trip reduction with two different levels of operation resulting in four analysis scenarios including: • Liberty Quarry results in no reduction in truck traffic and produces up to 3.5 million tons per year (MTPY) of aggregate per year produced. • Liberty Quarry results in no reduction in truck traffic and produces up to 5 MTPY of aggregate produced. • Liberty Quarry does result in a reduction in truck traffic and VMT with up to 3.5 MTPY of aggregate produced. • Liberty Quarry does result in a reduction in truck traffic and VMT with up to 5 MTPY of aggregate produced. In this comparison, we considered only the impacts resulting from the 3.5 MTPY and 5 MTPY scenarios with no reduction in truck traffic. In a subsequent section, we evaluated impacts associated with this level of activity and an assumed truck trip reduction. In addition to noting the Stephen Brown September 15, 2008 Page 5 of 14 impacts, we also note how these impacts might be mitigated. We conclude this section by comparing the impacts against those associated with the Annexation. Impacts in Liberty Quarry Traffic Study The project applicant for the Liberty Quarry project retained the firm of Urban Crossroads to prepare a traffic impact analysis for the site. The analysis which assume no reduction in truck trips because of Liberty Quarry for two levels of production at 3.5 and 5 MTPY of aggregate materials. According to this analysis, the project would produce significant impacts at the following intersections and roadway segments: • Old Highway 395/Rainbow Valley Blvd. • I-15 Northbound Ramps/Rainbow Valley Blvd. • I-15 Southbound Ramps/Rainbow Valley Blvd. • I-15 Southbound Ramps/Pala Rd. – SR-76 • I-15 SB Ramps/Mission Rd./Old Highway 395 • Mission Rd./Old Highway 395 between I-15 SB Ramps and I-15 NB Ramps • Pala Rd. between I-15 SB Ramps and I-15 NB Ramps • I-15 North and South of of Rainbow Valley Blvd To mitigate these impacts, the report proposes various improvements to mitigate impacts. These mitigation measures are as follows: • Install a traffic signal and eastbound left-turn lane at Old Highway 395/Rainbow Valley Blvd. • Install a traffic signal at the I-15 SB Ramps/Mission Rd./Old Highway 395 intersection • Install a traffic signal at I-15 NB Ramps/Rainbow Valley Blvd. • Add an additional eastbound through lane at I-15 SB Ramps/Mission Rd. • Add a southbound left-turn lane and additional westbound left-turn lane at I-15 SB Ramps/Pala Rd. – SR-76 • Add an eastbound left-turn lane at I-15 SB Ramps/Pala Rd. • Reduce delay along Pala Rd. between I-15 SB and I-15 NB ramps through signal timing modification • Reduce delay along Mission Rd. between I-15 SB and I-15 NB ramps through signal timing modification The Liberty Quarry traffic study does include mention mitigation measures for the impact at I-15 Southbound Ramps/Rainbow Valley Blvd. Additionally, the report states that there there are no mitigations proposed for the impact on the I-15 north and south of Rainbow Valley Blvd. because there is not a regional fee program that addresses these facilities. As such, there are several direct impacts attributable to the project, not all of which are mitigated. The report also addresses some roadway design related issues associated with the development of the site and recommends several improvements along the roadways near the project site. These improvements would include: • Constructing a new 2-lane roadway into the project site to be built according to Riverside County Standard Plans and Specifications Stephen Brown September 15, 2008 Page 6 of 14 • Reconstructing the curb radii at the I-15/SB on and off ramps • Providing stop signs at driveways • Providing flagmen along the entrance roadway near one sharp curve Other Impacts In addition to those impacts above, we noted several additional impacts which could potentially occur in the context of the Quarry operations. Most of these additional impacts relate to additional roadway impacts that would occur through the level of truck traffic which is anticipated to occur. Potential impacts in addition to those noted in the traffic study would include: • The need to widen curb radii at the I-15/NB on and off ramps. The traffic study prepared by Urban Crossroads noted the need to improve the curb radii at the I-15/SB on and off ramps. However, a review of the proposed traffic routing indicates that these ramps would be used extensively by the trucks accessing the site. For example, the study projected that nearly 1,900 vehicles would access these ramps traveling to and from locations in the north. Both of these ramps would be accessed by vehicles either turning left from Rainbow Valley Boulevard onto the on-ramp or turning left from the off-ramp onto Rainbow Valley Road. Left turns are often more difficult for large trucks to make and sufficient curb radii should be provided. • The study also does not disclose impacts to the pavement on roadway segments that would carry truck traffic on a daily basis. According to traffic study, the facility would operate 6 days a week, 52 weeks a year producing 800 truck trips. These trucks would be traveling on Rainbow Valley Boulevard to access the interchange with I-15. We anticipate that this level of daily truck traffic would impact the roadway surface far more so than an equivalent number of passenger vehicles. Comparison with Annexation We would note that the proposed Annexation generates far fewer trips than the proposed Liberty Quarry project. As shown in Table 1, the Liberty Quarry project would generate 3-4 times as many many daily trips as the proposed Annexation. TABLE 1 TRIP GENERATION FOR PROPOSED PROJECTS Project Trip Generation AM Peak PM Peak Daily Liberty Quarry – 3.5 MTPY 221 211 2,794 Liberty Quarry – 5.0 MTPY 281 280 3,934 Annexation 60 82 775 Sources: Santa Margarita Area Annexation Traffic Impact Study, 2008, Liberty Quarry Traffic Impact Analysis, 2007. Additionally, the Liberty Quarry project results in far more intersection and roadway segment impacts than the proposed Annexation as shown in Tables 2, 3, and 4. For purposes of this comparison, we have provided information for 3 different conditions: • Existing Plus Project • Existing Plus Project Plus Ambient Growth Plus Cumulative (Cumulative) Stephen Brown September 15, 2008 Page 7 of 14 • Horizon Year or General Plan Buildout TABLE 2 EXISTING PLUS PROJECT CONDITIONS-SIGNIFICANT IMPACTS Scenario Significant Impact Liberty Quarry Annexation 3.5 MTPY 5.0 MTPY 81 Single-Family DU Intersections Old Hwy 395/Rainbow Valley Blvd. X X I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Pala Rd. -SR -76 I-15 SB Ramps/Mission Rd./Old Hwy 395 X X Roadway Segments Mission Rd.-Old Hwy 395 between I-15 SB Ramps and I-15 NB Ramps Pala Rd. between I-15 SB Ramps and I-15 NB Ramps X X Source: Fehr & Peers, 2008 Stephen Brown September 15, 2008 Page 8 of 14 TABLE 3 CUMULATIVE CONDITIONS Scenario Significant Impact Liberty Quarry Annexation 3.5 MTPY 5.0 MTPY 81 Single Family DU Intersections Old Hwy 395/Rainbow Valley Blvd. X X I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Pala Rd. -SR -76 X X I-15 SB Ramps/Mission Rd./Old Hwy 395 X X Roadway Segments Mission Rd.-Old Hwy 395 between I-15 SB Ramps and I-15 NB Ramps Pala Rd. between I-15 SB Ramps and I-15 NB Ramps X X Rainbow Canyon Road X Source: Fehr & Peers, 2008 Stephen Brown September 15, 2008 Page 9 of 14 TABLE 4 BUILDOUT OR HORIZON YEAR CONDITIONS (2030) Scenario Significant Impact Liberty Quarry Annexation 5.0 MTPY 81 Single Family DU Intersections Old Hwy 395/Rainbow Valley Blvd. X I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Pala Rd. -SR -76 X I-15 SB Ramps/Mission Rd./Old Hwy 395 X Roadway Segments Mission Rd.-Old Hwy 395 between I-15 SB Ramps and I-15 NB Ramps Pala Rd. between I-15 SB Ramps and I-15 NB Ramps X Rainbow Canyon Road X Source: Fehr & Peers, 2008 The Liberty Quarry traffic analysis also identifies several freeway segment impacts as does the traffic study for the Annexation. We would also note that the Annexation would not result in the levels of truck traffic anticipated to occur as a result of the Liberty Quarry project; therefore the we anticipate that the level of roadway design related impacts and improvements would be much less with the Annexation. For example, the improvements to the curb radii that would be required for Liberty Quarry would not be needed for the Annexation as the daily traffic associated with the Annexation would be entirely passenger cars. We would note that both projects result in impacts that can not be mitigated. For the Annexation, the project’s impact at the intersection of I-15/Rainbow Valley Road was determined to be significant and unavoidable since the proposed improvements would require the concurrence of San Diego County and the City of Temecula could not assure their implementation. The Annexation EIR also noted an impact on Rainbow Canyon Road and I-15. The Liberty Quarry traffic study also noted impacts along I-15. Attached to this letter report are comparison tables which provide delay and LOS information for the various intersections studied in each report along with comparative information regarding roadway segments analyzed. Stephen Brown September 15, 2008 Page 10 of 14 LIBERTY QUARRY TRAFFIC IMPACTS COMPARED TO ANNEXATION TRAFFIC IMPACTS WITH REDUCTION IN TRUCK TRIPS OR TRUCK VMT Introduction While we do not accept the assumption that the Liberty Quarry project will reduce truck trips and truck miles traveled, we have included information related to that scenario for comparison purposes only. This comparison discusses the transportation impacts associated with the following scenarios: • Liberty Quarry does result in a reduction in truck traffic and VMT with up to 3.5 MTPY of aggregate produced. • Liberty Quarry does result in a reduction in truck traffic and VMT with up to 5 MTPY of aggregate produced. As noted above, there are numerous reasons to conclude that the reduction in truck trips anticipated by Liberty Quarry is unlikely to occur. Impacts in Liberty Quarry Traffic Study The impacts associated with the development of Liberty Quarry as compared to the Annexation are provided in Tables 5-7, assuming that a reduction in in truck trips occurs. As noted in these tables, the impacts associated with Liberty Quarry are much less than those previously identified in the previous discussion. TABLE 5 EXISTING PLUS PROJECT CONDITIONS Scenario Significant Impact Liberty Quarry Annexation 3.5 MTPY 5.0 MTPY 81 Single-Family DU Intersections I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X Source: Fehr & Peers, 2008 Stephen Brown September 15, 2008 Page 11 of 14 TABLE 6 CUMULATIVE CONDITIONS Scenario Significant Impact Liberty Quarry Annexation 3.5 MTPY 5.0 MTPY 81 Single Family DU Intersections Old Hwy 395/Rainbow Valley Blvd. X I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X Source: Fehr & Peers, 2008 TABLE 7 BUILDOUT OR HORIZON YEAR CONDITIONS (2030) Scenario Significant Impact Liberty Quarry Annexation 3.5 MTPY 5.0 MTPY 81 Single Family DU Intersections I-15 NB Ramps/Rainbow Valley Blvd. X I-15 SB Ramps/Rainbow Valley Blvd. X Source: Fehr & Peers, 2008 Other Impacts In regard to other impacts, we would note the following related to site access and circulation: • All of the proposed roadway improvements on the site or at the site gateways would still be needed to accommodate the truck traffic associated with the Quarry. These site improvements noted in the traffic study for Liberty Quarry would include: o Constructing a new 2-lane roadway into the project site to be built according to Riverside County Standard Plans and Specifications o Reconstructing the curb radii at the I-15/SB on and off ramps o Providing stop signs at driveways o Providing flagmen along the entrance roadway near one sharp curve • We would also note that there may be additional impacts related to roadway design such as the need to widen the curbs at the I-15/NB on and off ramps along with impacts to the pavement which are not identified by the Liberty Quarry Traffic Study. Stephen Brown September 15, 2008 Page 12 of 14 Additionally, we would note that the traffic study for Liberty Quarry claims that there would be reductions in freeway traffic and regional vehicle miles traveled (VMT), which would benefit the regional roadway system. In response to this contention, we would indicate the following: • If Liberty Quarry’s study were correct, within the immediate area, the truck trips would be reduced by a maximum of 1% along the I-15 corridor. This reduction in truck trips would be an unnoticeable improvement as the freeway segments would continue to operate at an unacceptable level, even if the development of the Liberty Quarry project results in the project truck trip reduction. According to the traffic projections developed for the City of Temecula General Plan, sections of I-15 through the City of Temecula will have V/C ratios approaching 1.5 on a daily basis, which means that the freeway is approximately 50 percent over its daily capacity. • Liberty Quarry’s proponents claim that the construction of the quarry in this location will reduction regional VMT by some 16.5 Million Miles per Year. While this number seems large, it is miniscule compared to the VMT for the Riverside County and the larger region. Table 8 below outlines the VMT for Riverside County, Southern California Region, and Southern California freeways in both the current and 2035 scenarios. These projections were developed by the Southern California Association of Governments (SCAG). Stephen Brown September 15, 2008 Page 13 of 14 TABLE 8 IMPACT OF LIBERTY QUARRY ON REGIONAL TRAFFIC REDUCTION Existing Conditions Future Conditions (2035) Area Annual VMT (billions) Change in Trips from Liberty Quarry Annual VMT (billions) Change in Trips from Liberty Quarry Riverside County Only 16.0 0.1% 31.1 0.05% Southern California Freeways 71.7 0.02% 90.7 0.02% Southern California (SCAG Region) 149.1 0.01% 205.6 0.008% Sources: Southern California Association of Governments (SCAG), Fehr and Peers, 2008 SUMMARY We would note the following in summary: • There is extensive evidence that the anticipated truck trip reduction associated with the development of the Liberty Quarry site would not occur. This evidence includes the number of existing surface mining facilities in the area, the availability of other areas future surface mining, and the availability of other sources of aggregate material. • According a traffic study prepared by a Consultant (Urban Crossroads) retained by Granite Construction, there there are numerous traffic and roadway impacts that would occur with the development of the Liberty Quarry site. The highest level of these impacts would occur if there is no reduction in truck trips and VMT. • However, some traffic impacts will still occur even if this truck trip reduction occurs. These impacts include intersection impacts and roadway design considerations. A key item to note is that the project is proposed to be located in a rural area and there will need to be extensive reconstruction of the local roadway and the adjacent interchange ramps to accommodate Liberty Quarry truck traffic. Many of these needed improvements are noted in the Urban Crossroads study prepared for Liberty Quarry. • The reduction in traffic volumes along I-15 would be minimal with a maximum reduction of no more than 1% to segments of the freeway which are projected to operate above the available capacity. Even with this reduction in freeway volumes, there is no substantial improvement in freeway operations. The reduction in countywide and regional VMT is also insubstantial. Stephen Brown September 15, 2008 Page 14 of 14 We hope you find this information helpful. If you have any questions or require additional information from us, please contact Chris Gray at c.gray@fehrandpeers.com or by phone at 951-274-4801. Sincerely, FEHR & PEERS Christopher J. Gray Associate IE08-0007 TRAFFIC IMPACT STUDY REPORT SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CA Prepared For: City of Temecula February 1, 2008 A L B E R T A . WEBB A S S O C I A T E S TRAFFIC IMPACT STUDY REPORT SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CA Prepared For: City of Temecula February 1, 2008 A L B E R T A . WEBB A S S O C I A T E S TABLE OF CONTENTS A L B E R T A. WEBB A S SOCIA T E S i G:\2007\07-0090\Traffic\analysis\REPORT_SantaMargarita_Annex.doc SECTION 1 -INTRODUCTION AND SUMMARY_______________________________1-1 Purpose of Report and Study Objectives _____________________________________________1-1 Executive Summary ______________________________________________________________1-2 Site Location and Study Area______________________________________________________________ 1-2 Development Description_________________________________________________________________ 1-2 Project Site Access ______________________________________________________________________ 1-2 Principal Findings_______________________________________________________________________ 1-3 Traffic Signal Warrants _________________________________________________________________ 1-14 Conclusions __________________________________________________________________________ 1-14 SECTION 2 -PROPOSED DEVELOPMENT ___________________________________2-1 Summary of the Development ______________________________________________________2-1 Site Location______________________________________ _____________________________________ 2-1 Land Use and Intensity___________________________________________________________________ 2-1 Zoning and Land Use Category __________________________________ __________________________ 2-1 Phasing and Timing of the Proposed Project __________________________________________________ 2-1 SECTION 3 -AREA CONDITIONS ___________________________________________ 3-1 Study Area______________________________________________________________________3-1 Existing Conditions_______________________________________________________________3-1 Existing Roadway System ________________________________________________________________ 3-1 Existing Traffic Volumes _________________________________________________________________ 3-2 Level of Service Methodology _____________________________________________________________ 3-2 Required Level of Service ________________________________________________________________ 3-4 Thresholds of Significance________________________________________________________________ 3-4 Levels of Service – 1.0 E – Existing Conditions _______________________________________________ 3-5 General Plan Circulation _________________________________________________________________ 3-7 Transit Service _________________________________________________________________________ 3-7 SECTION 4 -PROJECTED TRAFFIC _________________________________________4-1 Site Traffic______________________________________________________________________4-1 Trip Generation ___________________ _____________________________________________________ 4-1 Trip Distribution________________________________________________________________________ 4-2 Modal Split____________________________________ ________________________________________ 4-2 Trip Assignment________________________________________________________________________ 4-2 Through Traffic ______________________________________________ ___________________4-2 TABLE OF CONTENTS A L B E R T A. WEBB A S SOCIA T E S ii G:\2007\07-0090\Traffic\analysis\REPORT_SantaMargarita_Annex.doc Method of Projection ________________________________________________________ ____________ 4-2 Ambient Growth________________________________________________________________________ 4-3 Cumulative Projects for Study Area_________________________________________________________ 4-3 SECTION 5 -TRAFFIC ANALYSIS ___________________________________________5-1 Capacity and Level of Service and Improvement Analysis ______________________________5-1 Levels of Service – 2.0 EA – Existing Plus Ambient Growth Conditions____________________________ 5-1 Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project Conditions ________________ 5-4 Levels of Service – 2.2 EAP+Imp – Existing Plus Ambient Growth Plus Project with Improvements _____ 5-7 Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects Conditions______ 5-8 Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Conditions ____________________________________________________________ _______________ 5-11 Levels of Service – 3.2 EACP+Imp – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project with Improvements___________________________________________________________ __________ 5-14 Levels of Service – 4.0 BOwoP – Buildout without Project Conditions ____________________________ 5-15 Levels of Service – 4.1 BO+P – Buildout with Project Conditions ________________________________ 5-17 SECTION 6 -FINDINGS AND RECOMMENDATIONS __________________________6-1 Traffic Impacts __________________________________________________________________6-1 Site Access ______________________________________________________________________6-1 Traffic Signal Warrants___________________________________________________________6-1 Conclusions _____________________________________________________________________6-2 Recommendations ______________________________________________________________________ 6-2 TABLE OF CONTENTS A L B E R T A. WEBB A S SOCIA T E S iii G:\2007\07-0090\Traffic\analysis\REPORT_SantaMargarita_Annex.doc LIST OF TABLES Table 1-1 – Summary of Intersection Levels of Service for 1.0 E, 2.0 EA, and 2.1 EAP Conditions ___________1-6 Table 1-2 – Summary of Roadway Levels of Service for 1.0 E, 2.0 EA, and 2.1 EAP Conditions _____________1-7 Table 1-3 – Summary of Intersection Levels of Service for 1.0 E, 3.0 EAC and 3.1 EACP Conditions ________1-10 Table 1-4 – Summary of Roadway Levels of Service for 1.0 E, 3.0 EAC and 3.1 EACP Conditions __________1-11 Table 1-5 – Summary of Roadway Levels of Service for 4.0 BOwoP and 4.1 BO+P Conditions _____________1-13 Table 3-1 – Level of Service for Signalized Intersections______________________ _______________________3-3 Table 3-2 – Level of Service for Unsignalized Intersections___________________________________________3-3 Table 3-3 – Level of Service for Roadway Segments ________________________________________________3-4 Table 3-4 – Intersection Levels of Service – 1.0 E – Existing Conditions ________________________________3-6 Table 3-5 – Roadway Levels of Service – 1.0 E – Existing Conditions __________________________________3-7 Table 4-1 – Trip Generation Rates_______________________________________________________________4-1 Table 4-2 – Project Trip Generation _____________________________________________________________4-1 Table 4-3 – Cumulative Projects within the Project Vicinity __________________________________________4- 4 Table 5-1 – Intersection Levels of Service – 2.0 EA – Existing Plus Ambient Growth ______________________5-2 Table 5-2 – Roadway Levels of Service – 2.0 EA – Existing Plus Ambient Growth ________________________5-3 Table 5-3 – Intersection Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project ___________5-5 Table 5-4 – Roadway Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project_____________5-6 Table 5-5 – Intersection Levels of Service – 2.2 EAP+Imp – Existing Plus Ambient Growth Plus Project with Improvements___________ _____________________________________________________5-7 Table 5-6 – Intersection Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects__________________________________ _______________________________________5-9 Table 5-7 – Roadway Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects_____________________________________________________ ___________________5-10 Table 5-8 – Intersection Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project_____________________________________________________ _________5-12 Table 5-9 – Roadway Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project______________________________________________________________5-13 Table 5-10 – Intersection Levels of Service – 3.2 EACP+Imp – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project with Improvements____________________________________5-14 Table 5-11 – Roadway Levels of Service – 4.0 BOwoP – Buildout without Project _______________________5-16 Table 5-12 – Roadway Levels of Service – 4.1 BO+P – Buildout with Project ___________________ ________5-18 TABLE OF CONTENTS A L B E R T A. WEBB A S SOCIA T E S iv G:\2007\07-0090\Traffic\analysis\REPORT_SantaMargarita_Annex.doc LIST OF EXHIBITS Figure 2-A – Project Site Location Map ..................... ................................................................................................ 2-2 Figure 3-A – Existing Roadway System ............................................................. ........................................................ 3-8 Figure 3-B – 1.0 E – Existing Average Daily Traffic (ADT) Volumes in PCE ......................................................... 3-9 Figure 3-C – 1.0 E – Existing AM Peak Hour Intersection Volumes....................................................................... 3-10 Figure 3-D – 1.0 E – Existing PM Peak Hour Intersection Volumes ....................................................................... 3-11 Figure 3-E – City of Temecula General Plan Circulation Element.................................. ......................................... 3-12 Figure 4-A – Directional Distribution of Project Traffic ............................................................................................ 4-6 Figure 4-B – Project Only Average Daily Traffic (ADT) Volumes ........................................................................... 4-7 Figure 4-C – Project Only AM Peak Hour Intersection Volumes .............................................................................. 4-8 Figure 4-D – Project Only PM Peak Hour Intersection Volumes.................................... ........................................... 4-9 Figure 4-E – Cumulative Projects within Study Area............................................................................................... 4-10 Figure 4-F – Cumulative Projects Only Average Daily Traffic (ADT) Volumes in PCE........................................ 4-11 Figure 4-G – Cumulative Projects Only AM Peak Hour Intersection Volumes....................................................... 4-12 Figure 4-H – Cumulative Projects Only PM Peak Hour Intersection Volumes .............................................. ......... 4-13 Figure 5-A – 2.0 EA – Existing Plus Ambient Growth Average Daily Traffic (ADT) Volumes in PCE................ 5-19 Figure 5-B – 2.0 EA – Existing Plus Ambient Growth AM Peak Hour Intersection Volumes................................ 5-20 Figure 5-C – 2.0 EA – Existing Plus Ambient Growth PM Peak Hour Intersection Volumes ................................ 5-21 Figure 5-D – 2.1 EAP – Existing Plus Ambient Growth Plus Project Average Daily Traffic (ADT) Volumes in PCE ...................................................................................... ........................................................... 5-22 Figure 5-E – 2.1 EAP – Existing Plus Ambient Growth Plus Project AM Peak Hour Intersection Volumes ......... 5-23 Figure 5-F – 2.1 EAP – Existing Plus Ambient Growth Plus Project PM Peak Hour Intersection Volumes .......... 5-24 Figure 5-G – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects Average Daily Traffic (ADT) Volumes in PCE....................................................................................................................... 5-25 Figure 5-H – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects AM Peak Hour Intersection Volumes ......................................................................................................... .................. 5-26 Figure 5-I – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects PM Peak Hour Intersection Volumes ................................................................ ........................................................... 5-27 Figure 5-J – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Average Daily Traffic (ADT) Volumes in PCE................................................................................................. 5-28 Figure 5-K – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project AM Peak Hour Intersection Volumes.................................................................................................................. 5-29 Figure 5-L – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project PM Peak Hour Intersection Volumes.................................................................................. ................................ 5-30 LIST OF APPENDICES Traffic Count Worksheets ______________________________________________ Appendix A Signal Warrants ___________________________________________ ____________Appendix B Level of Service Calculations ____________________________________________Appendix C CalTrans Traffic Counts _______________________________________________ Appendix D Buildout Model Plots __________________________________________________Appendix E A L B E R T A. WEBB A S SOCIA T E S Page 1-1 SECTION 1 -INTRODUCTION AND SUMMARY PURPOSE OF REPORT AND STUDY OBJECTIVES The purpose of this study is to evaluate the effects on traffic circulation produced from the annexation of the Santa Margarita Area Annexation into the City of Temecula. The objectives of this study include the following: · Determine 1.0 E – Existing Traffic Conditions in the vicinity of the proposed project; · Evaluate the traffic generated from the project if the project area is annexed into the City of Temecula. The area currently designated as Conservation – Habitat in the Riverside County General Plan Land Use Plan will be designated as Open Space in the City of Temecula General Plan Land Use and remain undeveloped. The areas which are currently designated as Rural Mountainous in the Riverside County General Plan Land Use Plan will be designated as Hillside Residential in the City of Temecula General Plan Land Use and be developed for a total of 81 single family detached residential dwelling units; · Determine 2.0 EA – Existing Plus Ambient Growth Traffic Conditions – existing volumes plus 2% per year ambient growth; · Determine 2.1 EAP – Existing plus Ambient Growth plus Project Traffic Conditions – existing volumes plus 2% per year ambient growth plus project generated traffic; · Determine 3.0 EAC – Existing plus Ambient Growth plus Cumulative Projects Traffic Conditions – existing volumes plus 2% per year ambient growth plus traffic generated by cumulative projects; · Determine 3.1 EACP – Existing plus Ambient Growth plus Cumulative Projects plus Project Traffic Conditions – existing volumes plus 2% per year ambient growth plus traffic generated by cumulative projects plus project generated traffic; · Determine 4.0 BOwoP – Buildout without Project Traffic Conditions – Buildout model without project generated traffic (roadway segments only); · Determine 4.1 BO+P – Buildout with Project – Buildout model with project generated traffic (roadway segments only); · Determine if the level of of service (LOS) required by the City of Temecula General Plan will be maintained at all study intersections and roadway segments; and A L B E R T A. WEBB A S SOCIA T E S Page 1-2 · Determine if the project will significantly impact any study intersections and roadway segments, and if so what mitigations may be feasible. EXECUTIVE SUMMARY Site Location and Study Area The Santa Margarita Area Annexation consists of approximately 4,997 acres from the unincorporated portions of Riverside County into the incorporated City of Temecula. The annexation area is located southwest of the City of Temecula, west of I-15, and north of the County of San Diego and is presented in Figure 2-A. The annexation area is located in Township 8S, Range 3W, Sections 23 through 28 and 33 through 36. Development Description The project represents a residential development of 81 Dwelling Units (DU). The remainder of the Santa Margarita Area Annexation will remain undeveloped. The project is anticipated to generate approximately 775 daily trip-ends, including 60 trip-ends during the AM peak hour and 82 trip-ends during the PM peak hour. The existing and proposed zoning and land use designations are as follows: · Existing Zoning: Rural Residential (RR) and Residential Agricultural with 20-Acre Minimum (R-A-20) (Riverside County) · Proposed Zoning: Open Space Conservation (OS-C) and Hillside Residential (HR) (City of Temecula) · Existing Land Use: Rural Mountainous (RM) and Conservation Habitat (CH) (Riverside County) · Proposed Land Use: Open Space (OS) and Hillside Residential (HR) (City of Temecula) Project Site Access The project site will have primary access to Rainbow Valley West Boulevard. Due to the location of the development within the annexation area and the topography and land use of the annexation area, access to the project site from the west is not likely. A L B E R T A. WEBB A S SOCIA T E S Page 1-3 Principal Findings Required Level of Service (LOS) According to the City of Temecula General Plan: The City strives to achieve LOS “D” for peak hour intersection operations and LOS “C” for non-peak operations. Thresholds of Significance The City of Temecula has not established local CEQA significance thresholds as described in Section 15064.7 of the State CEQA Guidelines. However, Appendix G of the state CEQA Guidelines indicates that impacts related to transportation and traffic issues may be considered potentially significant if the proposed project would: · Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways. · Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections). The CEQA Guidelines do not provide a definition for “substantial increase” in number of vehicle trips, volume to capacity ratio, or congestion at intersections. Therefore, consistent with and in furtherance of City of Temecula General Plan Circulation Element policies, the significance criteria utilized for environmental review of this project is based upon the City’s goal for intersections and roadway segments to operate at LOS D or better. A significant impact is determined on a roadway segment or an intersection with the addition of project traffic if: · Project generated traffic causes an intersection to operate at LOS E or worse and increases intersection delay by 2 seconds or more; or · Project generated traffic causes a roadway segment to operate at LOS E or worse and increases V/C by 2 percent (0.02) or more. A significant impact is considered direct or cumulative based on the operation of the intersection or roadway segment prior to the addition of project generated traffic. A significant impact is considered: · Direct if the intersection or roadway segment is operating at LOS D or better prior to adding project generated traffic; or A L B E R T A. WEBB A S SOCIA T E S Page 1-4 · Cumulative if the intersection or roadway segment is operating at LOS E or worse prior to adding project generated traffic. Levels of Service – 1.0 E – Existing Conditions Table 1-1 presents the existing levels of service for the study area intersections. These levels of service vary from LOS B to E. The following intersection currently operates at an unacceptable LOS: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS E) Table 1-2 presents the existing levels of service for the study area roadway segments. These levels of service vary from LOS A to F. The following roadway segments currently operate at an unacceptable LOS: · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS E) · I-15, from County Line to Highway 79 South (SB upgrade) (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Levels of Service – 2.0 EA – Existing Plus Ambient Growth Conditions Table 1-1 presents the existing plus ambient growth plus project expected levels of service for the study area intersections. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS B to E. The following intersections would operate at an unacceptable LOS: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS E) 2. I-15 Northbound Ramps /Highway 79 (PM: LOS E) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS E) Table 1-2 presents the existing plus ambient growth plus project expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS A to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS E) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS E) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS E) · I-15, from Rainbow Valley Boulevard to County Line (LOS E) A L B E R T A. WEBB A S SOCIA T E S Page 1-5 · I-15, from County Line to Highway 79 South (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project Conditions Table 1-1 presents the existing plus ambient growth plus project expected levels of service for the study area intersections. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS B to F. The following intersections would operate at an unacceptable LOS: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS E) 2. I-15 Northbound Ramps /Highway 79 (PM: LOS E) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Based on the thresholds of significance, the addition of project traffic would cause a significant impact at the following intersection: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) The project related increase in delay at this intersection would be 11.7 seconds. With the following recommended intersection improvements, the levels of service at the impacted study area intersection could be brought to a level of insignificance: · Install all way stop control at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. Table 1-2 presents the existing plus ambient growth plus project expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS A to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS E) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS E) · I-15, from Rainbow Valley Boulevard to County Line (LOS E) · I-15, from County Line to Highway 79 South (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) A L B E R T A. WEBB A S SOCIA T E S Page 1-6 · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Based on the thresholds of significance, the addition of project traffic would not cause a significant impact at any of the study area roadway segments. Table 1-1 – Summary of Intersection Levels of Service for 1.0 E, 2.0 EA, and 2.1 EAP Conditions Delay (Sec) LOS Delay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D 59.1 E 59.3 E 0.2 1 Highway 79 PM 29.3 C 34.1 C 34.5 C 0.4 2. I-15 Northbound Ramps /AM 11.8 B 13.2 B 13.4 B 0.2 2 Highway 79 PM 46.9 D 61.9 E 62.4 E 0.5 3. La Paz Street /AM 19.7 B 22.8 C 22.9 C 0.1 3 Highway 79 PM 31.2 C 42.4 D 42.6 D 0.2 4. Pechanga Parkway /AM 20.6 C 22.2 C 22.3 C 0.1 4 Highway 79 PM 37.4 D 46.7 D 47.1 D 0.4 5. Rainbow Canyon Road /AM 13.6 B 14.4 B 14.5 B 0.1 5 Pechanga Parkway PM 21.2 C 23.0 C 23.2 C 0.2 6. Rainbow Canyon Road /AM 13.2 B 13.6 B 13.7 B 0.1 6 Birdie Court PM 15.6 C 16.3 C 16.5 C 0.2 7. Rainbow Canyon Road /AM 13.0 B 13.6 B 13.6 B 0.0 7 Bayhill Drive PM 14.7 B 15.4 C 15.5 C 0.1 8. Old Highway 395 /AM 11.7 B 12.6 B 12.8 B 0.2 8 Rainbow Valley W Blvd PM 16.4 C 18.9 C 19.5 C 0.6 9. I-15 Northbound Ramps /AM 10.2 B 10.3 B 10.9 B 0.6 9 Rainbow Valley W Blvd PM 11.5 B 11.8 B 12.6 B 0.8 10. I-15 Southbound Ramps /AM 35.0 E 45.4 E 57.1 F 11.7 10 Rainbow Valley W Blvd PM 11.1 B 11.3 B 11.8 B 0.5 OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled 2.0 EA 2.1 EAP Project Related Change in Delay 2.0 EA = Existing plus Ambient Growth Conditions OWSC OWSC 1.0 E = Existing Conditions 2.1 EAP = Existing plus Ambient Growth plus Project Conditions Signal OWSC OWSC AWSC Peak Hour 1.0 E Traffic Control Signal Intersection Signal Signal Signal A L B E R T A. WEBB A S SOCIA T E S Page 1-7 Table 1-2 – Summary of Roadway Levels of Service for 1.0 E, 2.0 EA, and 2.1 EAP Conditions ADT (PCE) V/C LOS ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 141,200 0.88 D 141,600 0.88 D 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 150,800 0.94 E 151,200 0.94 E 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 160,300 1.00 E 160,700 1.00 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 149,500 0.93 E 149,900 0.93 E 0.00 Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 149,000 0.93 E 149,400 0.93 E 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 149,000 0.93 E 149,400 0.93 E 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 151,500 0.94 E 151,800 0.95 E 0.01 County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 156,300 0.97 E 156,700 0.98 E 0.01 Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 171,200 1.07 F 171,400 1.07 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 183,900 1.15 F 184,200 1.15 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 69,700 1.29 F 69,800 1.29 F 0.00 La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 84,700 1.57 F 84,800 1.57 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 45,900 1.28 F 46,000 1.28 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 8,100 0.56 A 8,100 0.56 A 0.00 V/C = Volume to Capacity Ratio Roadway Segment Roadway Class. Lanes 1.0 E 1.0 E = Existing Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 2.1 EAP = Existing plus Ambient Growth plus Project Conditions 2.0 EA = Existing plus Ambient Growth Conditions 2.0 EA 2.1 EAP Project Related Change in V/C A L B E R T A. WEBB A S SOCIA T E S Page 1-8 Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects Conditions Table 1-3 presents the existing plus ambient growth plus cumulative projects expected levels of service for the study area intersections. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS B to F. The following intersections would operate at an unacceptable LOS: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 2. I-15 Northbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 3. La Paz Street /Highway 79 (AM: LOS F, PM: LOS F) 4. Pechanga Parkway /Highway 79 (AM: LOS F, PM: LOS F) 5. Rainbow Canyon Road /Pechanga Parkway (AM: LOS E, PM: LOS F) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Table 1-4 presents the existing plus ambient growth plus cumulative projects expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS E to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) · Rainbow Canyon Road, Rainbow Valley W Blvd to Pechanga Parkway (LOS E) Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Conditions Table 1-1-3 presents the existing plus ambient growth plus cumulative projects plus project expected levels of service for the study area intersections. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS B to F. The following intersections would operate at an unacceptable LOS: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 2. I-15 Northbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 3. La Paz Street /Highway 79 (AM: LOS F, PM: LOS F) A L B E R T A. WEBB A S SOCIA T E S Page 1-9 4. Pechanga Parkway /Highway 79 (AM: LOS F, PM: LOS F) 5. Rainbow Canyon Road /Pechanga Parkway (AM: LOS F, PM: LOS F) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Based on the thresholds of significance, the addition of project traffic would cause a significant impact at the following intersection: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) The project related increase in delay at this intersection would be 20.1 seconds. With the following recommended intersection improvements, the levels of service at the impacted study area intersection could be brought to a level of insignificance: · Install all way stop control at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. Table 1-4 presents the existing plus ambient growth plus cumulative projects plus project expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS E to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) · Rainbow Canyon Road, Rainbow Valley W Blvd to Pechanga Parkway (LOS E) Based on the thresholds of significance, the addition of project traffic would not cause a significant cumulative impact at any of the study area roadway segments. A L B E R T A. WEBB A S SOCIA T E S Page 1-10 Table 1-3 – Summary of Intersection Levels of Service for 1.0 E, 3.0 EAC and 3.1 EACP Conditions Delay (Sec) LOS Delay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D OFL F OFL F * 1 Highway 79 PM 29.3 C OFL F OFL F * 2. I-15 Northbound Ramps /AM 11.8 B 130.9 F 131.9 F 1.0 2 Highway 79 PM 46.9 D OFL F OFL F * 3. La Paz Street /AM 19.7 B 148.0 F 148.2 F 0.2 3 Highway 79 PM 31.2 C OFL F OFL F * 4. Pechanga Parkway /AM 20.6 C 135.0 F 135.5 F 0.5 4 Highway 79 PM 37.4 D OFL F OFL F * 5. Rainbow Canyon Road /AM 13.6 B 79.6 E 80.7 F 1.1 5 Pechanga Parkway PM 21.2 C 157.8 F 158.7 F 0.9 6. Rainbow Canyon Road /AM 13.2 B 20.6 C 20.8 C 0.2 6 Birdie Court PM 15.6 C 29.7 D 30.0 D 0.3 7. Rainbow Canyon Road /AM 13.0 B 26.7 D 27.1 D 0.4 7 Bayhill Drive PM 14.7 B 23.5 C 23.7 C 0.2 8. Old Highway 395 /AM 11.7 B 14.2 B 14.4 B 0.2 8 Rainbow Valley W Blvd PM 16.4 C 25.9 D 27.1 D 1.2 9. I-15 Northbound Ramps /AM 10.2 B 10.5 B 11.0 B 0.5 9 Rainbow Valley W Blvd PM 11.5 B 12.6 B 13.5 B 0.9 10. I-15 Southbound Ramps /AM 35.0 E 65.1 F 85.2 F 20.1 10 Rainbow Valley W Blvd PM 11.1 B 12.7 B 13.3 B 0.6 * = Project Related Change in Delay cannot be calculated due to overflow conditions OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled OFL = Overflow conditions; Delay > 200 sec Signal Intersection Signal Signal Signal 3.1 EACP = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions Signal OWSC OWSC AWSC 3.0 EAC 3.1 EACP Project Related Change in Delay 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions OWSC OWSC 1.0 E = Existing Conditions Peak Hour 1.0 E Traffic Control A L B E R T A. WEBB A S SOCIA T E S Page 1-11 Table 1-4 – Summary of Roadway Levels of Service for 1.0 E, 3.0 EAC and 3.1 EACP Conditions ADT (PCE) V/C LOS ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 163,200 1.02 F 163,600 1.02 F 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 174,300 1.09 F 174,700 1.09 F 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 183,800 1.15 F 184,200 1.15 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 171,500 1.07 F 171,800 1.07 F 0.00 Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 169,500 1.06 F 169,800 1.06 F 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 169,500 1.06 F 169,800 1.06 F 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 172,300 1.07 F 172,600 1.08 F 0.01 County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 177,800 1.11 F 178,100 1.11 F 0.00 Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 196,200 1.22 F 196,500 1.22 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 208,900 1.30 F 209,100 1.30 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 113,600 2.10 F 113,700 2.11 F 0.01 La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 129,600 2.40 F 129,700 2.40 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 74,700 2.08 F 74,700 2.08 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 13,800 0.95 E 13,900 0.96 E 0.01 3.1 EACP Project Related Change in V/C V/C = Volume to Capacity Ratio Roadway Segment Roadway Class. Lanes 1.0 E 1.0 E = Existing Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 3.1 EACP = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions 3.0 EAC A L B E R T A. WEBB A S SOCIA T E S Page 1-12 Levels of Service – 4.0 BOwoP – Buildout Without Project Conditions Table 1-5 presents the buildout without project expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS A to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Levels of Service – 4.1 BO+P – Buildout With Project Conditions Table 1-5 presents the buildout with project expected levels of service for the study area roadway segments. Without additional offsite improvements, the intersections are expected to operate at levels of service that vary from LOS A to F. The following roadway segments would operate at an unacceptable LOS: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Based on the thresholds of significance, the addition of project traffic would not cause a significant impact at any of the study area roadway segments. A L B E R T A. WEBB A S SOCIA T E S Page 1-13 Table 1-5 – Summary of Roadway Levels of Service for 4.0 BOwoP and 4.1 BO+P Conditions ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Rainbow Vly Blvd to County Line Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 207,900 1.30 F 208,200 1.30 F 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 210,100 1.31 F 210,400 1.31 F 0.00 County Line to Highway 79 South (SB upgrade) Freeway 8 214,500 1.34 F 214,800 1.34 F 0.00 Highway 79 S to Rancho California Rd Freeway 8 217,700 1.36 F 217,900 1.36 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 246,600 1.54 F 246,800 1.54 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 8 90,200 1.25 F 90,300 1.25 F 0.00 La Paz Street to I-15 Ramps Urban Arterial 8 94,200 1.31 F 94,300 1.31 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 6 61,400 1.14 F 61,500 1.14 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 4 13,400 0.46 A 13,400 0.46 A 0.00 Project Related Change in V/C 4.0 BOwoP = Buildout without Project Conditions V/C = Volume to Capacity Ratio ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 4.1 BO+P = Buildout with Project Conditions 4.1 BO+P Roadway Segment Roadway Class. Lanes 4.0 BOwoP A L B E R T A. WEBB A S SOCIA T E S Page 1-14 Traffic Signal Warrants The California Manual on Uniform Traffic Control Devices (California MUTCD) states that the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Peak hour traffic signal warrant analysis should only be considered as an “indicator” of the likelihood of an unsignalized intersection warranting a traffic signal. Intersections that exceed the peak hour warrant are more likely to meet one or more of the other volume based signal warrants. The California MUTCD also advises that a traffic control signal should not be installed unless: · One or more of the traffic signal warrants is satisfied; · An engineering study indicates that installing a traffic control signal will improve the overall safety and/or operation of the intersection; and · It will not seriously disrupt progressive traffic flow. For 1.0 E – Existing traffic conditions, the peak hour traffic control signal warrant is satisfied for the following study area unsignalized intersections (see Appendix B for technical calculations). · Old Highway 395 /Rainbow Valley West Boulevard · I-15 Northbound Ramps /Rainbow Valley West Boulevard For 2.0 EA – Existing plus Ambient Growth, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). For 2.1 EAP – Existing plus Ambient Growth plus Project traffic conditions, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). For 3.0 EAC – Existing plus Ambient Growth plus Cumulative Projects traffic conditions, the peak hour traffic control signal warrant is satisfied for the following additional study area unsignalized intersections (see Appendix B for technical calculations). · Rainbow Canyon Road /Bayhill Drive For 3.1 EACP – Existing plus Ambient Growth plus Cumulative Projects plus Project traffic conditions, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). Conclusions Based on the traffic study, it is concluded that the traffic impacts generated from the project at the study area roadways and intersections will be less than significant except at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. This intersection can be mitigated to a level of insignificance if the recommended improvements are adopted. A L B E R T A. WEBB A S SOCIA T E S Page 2-1 SECTION 2 -PROPOSED DEVELOPMENT SUMMARY OF THE DEVELOPMENT Site Location The Santa Margarita Area Annexation is located southwest of the City of Temecula, west of I-15, and north of the County of San Diego. The annexation area is located in Township 8S, Range 3W, Sections 23 through 28 and 33 through 36. The annexation area and the location of development is presented on Figure 2-A. Land Use and Intensity The project site encompasses approximately 4,997 acres. The project represents a residential development of 81 Dwelling Units (DU). Zoning and Land Use Category The existing and proposed land use designations are as follows: · Existing Zoning: Rural Residential (RR) and Residential Agricultural with 20-Acre Minimum (R-A-20) (Riverside County) · Proposed Zoning: Open Space Conservation (OS-C) and Hillside Residential (HR) (City of Temecula) · Existing Land Use: Rural Mountainous (RM) and Conservation Habitat (CH) (Riverside County) · Proposed Land Use: Open Space Space (OS) and Hillside Residential (HR) (City of Temecula) Phasing and Timing of the Proposed Project For analysis purposes, it is assumed that the project will be developed in a single phase and full development is anticipated by 2010. A L B E R T A. WEBB A S SOCIA T E S Page 3-1 SECTION 3 -AREA CONDITIONS STUDY AREA The study area includes the following intersections: 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 3. La Paz Street /Highway 79 4. Pechanga Parkway /Highway 79 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard And the following roadway segments: · I-15, from Highway 76 to Stewart Canyon Road (underpass) · I-15, from Stewart Canyon Road (underpass) to Mission Road · I-15, from Mission Road to Rainbow Glen Road (overpass) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard · I-15, from Rainbow Valley Boulevard to County Line · I-15, from County Line to Highway 79 South · I-15, Highway 79 South to Rancho California Road · I-15, Rancho California Road to Highway 79 North · Highway 79, Pechanga Parkway to La Paz Street · Highway 79, La Paz Street to I-15 Ramps · Pechanga Parkway, Rainbow Canyon Road to Highway 79 · Rainbow Canyon Road, Rainbow Valley W Blvd to Pechanga Parkway EXISTING CONDITIONS Existing Roadway System The existing roadway system is shown on Figure 3-A. It identifies the existing intersection controls (i.e. signals and signage), intersection geometrics, and the number of through traffic lanes within the study area. A L B E R T A. WEBB A S SOCIA T E S Page 3-2 Existing Traffic Volumes The existing average daily traffic (ADT) volumes shown on Figure 3-B were obtained from City of Temecula counts available on the City of Temecula website at http://www.cityoftemecula.org/Temecula/Government/PublicWorks/Traffic/TrafficCounts.htm. The existing ADT volumes for I-15 freeway mainline segments were obtained from CalTrans counts available on the CalTrans website at http://traffic-counts.dot.ca.gov/. The existing AM and PM peak hour intersection volume counts conducted by Counts Unlimited, Inc. are shown on Figures 3-C and 3-D, respectively. The traffic count worksheets are provided in Appendix A. Level of Service Methodology The City of Temecula Transportation Department requires that the Highway Capacity Manual (HCM) be used to analyze the Level of Service (LOS). The HCM 2000 is the most recent version of the HCM. The HCM 2000 evaluates the LOS of intersections based upon the control delay per vehicle. The methodology used to evaluate the intersection level of service differs on whether the intersection is signalized or unsignalized. Levels of service at signalized and unsignalized intersections have been evaluated using Traffix Version 7.9, which is based upon HCM 2000 methodologies. Signalized Intersections According to the HCM 2000, the level of service for signalized intersections is based upon the weighted average control delay of all vehicles in seconds per vehicle. Table 3-1 shows the criteria used to determine the level of service for signalized intersections. A L B E R T A. WEBB A S SOCIA T E S Page 3-3 Table 3-1 – Level of Service for Signalized Intersections A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 Level of Service Control Delay per Vehicle (Sec/Veh) Unsignalized Intersections The HCM 2000 defines the level of service for all-way stop intersections as the weighted average control delay in seconds per vehicle. For two-way stop controlled intersections, the delay is computed for each controlled movement and the level of service is based on the highest control delay. Table 3-2 shows the criteria used to determine the level of service for unsignalized intersections. Table 3-2 – Level of Service for Unsignalized Intersections A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 Level of Service Average Control Delay (Sec/Veh) Roadway Segments The level of service for roadway segments is based upon the two-way average daily traffic volume (ADT). The values currently used in the City of Temecula and in Riverside County are based on the 1999 Modified Highway Capacity Manual Level of Service Tables. Table 3-3 shows the criteria used to determine the level of service for roadway segments. A L B E R T A. WEBB A S SOCIA T E S Page 3-4 Table 3-3 – Level of Service for Roadway Segments LOS A LOS B LOS C LOS D LOS E Secondary Arterial³ 2 8,700 10,150 11,600 13,050 14,500 Secondary Arterial¹ 4 17,400 20,300 23,200 26,100 29,000 Principal Arterial³ 4 21,600 25,200 28,800 32,400 36,000 Principal Arterial¹ 6 32,400 37,800 43,200 48,600 54,000 Urban Arterial³ 6 32,400 37,800 43,200 48,600 54,000 Urban Arterial¹ 8 43,200 50,400 57,600 64,800 72,000 Freeway² 8 96,300 112,350 128,400 144,450 160,500 ³ Maximum two-way ADT values are proportional to similar roadway classifications. Roadway Classification Number of Lanes Maximum Two-Way Traffic Volume (ADT) ¹ Source: City of Temecula General Plan ² Source: County of Riverside General Plan Required Level of Service According to the City of Temecula General Plan: The City strives to achieve LOS “D” for peak hour intersection operations and LOS “C” for non-peak operations. Thresholds of Significance The City of Temecula has not established local CEQA significance thresholds as described in Section 15064.7 of the State CEQA Guidelines. However, Appendix G of the state CEQA Guidelines indicates that impacts related to transportation and traffic issues may be considered potentially significant if the proposed project would: · Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways. · Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections). The CEQA Guidelines do not provide a definition for “substantial increase” in number of vehicle trips, volume to capacity ratio, or congestion at intersections. Therefore, consistent with and in furtherance of City of Temecula General Plan Circulation Element policies, the significance criteria utilized for environmental review of this project is based upon the City’s goal for intersections and roadway segments to operate at LOS D or better. A L B E R T A. WEBB A S SOCIA T E S Page 3-5 A significant impact is determined on a roadway segment or an intersection with the addition of project traffic if: · Project generated traffic causes an intersection to operate at LOS E or worse and increases intersection delay by 2 seconds or more; or · Project generated traffic causes a roadway segment to operate at LOS E or worse and increases V/C by 2 percent (0.02) or more. A significant impact is considered direct or cumulative based on the operation of the intersection or roadway segment prior to the addition of project generated traffic. A significant impact is considered: · Direct if the intersection or roadway segment is operating at LOS D or better prior to adding project generated traffic; or · Cumulative if the intersection or roadway segment is operating at LOS E or worse prior to adding project generated traffic. Levels of Service – 1.0 E – Existing Conditions The intersection levels of service for existing conditions shown on Table 3-4 are based upon the existing roadway system and the existing AM and PM peak hour intersection volumes. The level of service calculation worksheets are provided in Appendix C. The following intersection operates at an unacceptable LOS: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS E) Table 3-5 provides the levels of service at the study roadway segments based upon the existing roadway system and the existing ADT volumes. The following roadway segments currently operate at an unacceptable LOS: · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS E) · I-15, from County Line to Highway 79 South (SB upgrade) (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) A L B E R T A. WEBB A S SOCIA T E S Page 3-6 Table 3-4 – Intersection Levels of Service – 1.0 E – Existing Conditions Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D 1 Highway 79 PM 29.3 C 2. I-15 Northbound Ramps /AM 11.8 B 2 Highway 79 PM 46.9 D 3. La Paz Street /AM 19.7 B 3 Highway 79 PM 31.2 C 4. Pechanga Parkway /AM 20.6 C 4 Highway 79 PM 37.4 D 5. Rainbow Canyon Road /AM 13.6 B 5 Pechanga Parkway PM 21.2 C 6. Rainbow Canyon Road /AM 13.2 B 6 Birdie Court PM 15.6 C 7. Rainbow Canyon Road /AM 13.0 B 7 Bayhill Drive PM 14.7 B 8. Old Highway 395 /AM 11.7 B 8 Rainbow Valley W Blvd PM 16.4 C 9. I-15 Northbound Ramps /AM 10.2 B 9 Rainbow Valley W Blvd PM 11.5 B 10. I-15 Southbound Ramps /AM 35.0 E 10 Rainbow Valley W Blvd PM 11.1 B AWSC = All Way Stop Controlled Intersection Signal Signal Signal Peak Hour 1.0 E Traffic Control Signal Signal OWSC 1.0 E = Existing Conditions OWSC = One Way Stop Controlled OWSC OWSC AWSC OWSC A L B E R T A. WEBB A S SOCIA T E S Page 3-7 Table 3-5 – Roadway Levels of Service – 1.0 E – Existing Conditions ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F Rainbow Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 1.0 E = Existing Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) V/C = Volume to Capacity Ratio Roadway Segment Roadway Classification Lanes 1.0 E General Plan Circulation The current City of Temecula General Plan Circulation Element is shown on Figure 3-E. Transit Service The project area is not currently served by any transit service. The nearest Riverside Transit Agency (RTA) service route is route 24 (Temecula to Pechanga Resort to Temecula Wal-Mart). G:\2007\07-0090\Traffic\analysis\E-AM.out|12/19/2007|5:03:42 PM 1.0 E -EXISTING AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 227 32 1190 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 471 1020 4x5x6 778 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1562 1197 1200 374 184 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 83 cvxvxvc 344 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 214 8152 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2390 1321 4x5x6 16 cvxvxvc 174 1x2x3 1x2xvc cvxvxvc 140 cvxvxvc 11 17 921 1067 166 1588 20 83 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 7 843 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1134 cvxvxvc 239 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 880 185 1000 124 0 388 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 7 cvxvxvc 163 2 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 366 14 278 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 45 cvx5x6 61 4x5x6 3 1xvx3 1x2x3 cvxvxvc 63 cvxvxvc 2 1263 43 31 431 131 2 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 61 cvxvxvc 97 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 3 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 261 1 cvxvxvc 4x5x6 288 cvx2x3 1x2xvc cvxvxvc 70 cvxvxvc 7 61 156 3 1 9 57 155 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 3–C W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\E-PM.out|12/19/2007|5:03:45 PM 1.0 E -EXISTING PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 177 01448 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 424 569 4x5x6 375 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1275 1761 1991 953 506 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 148 cvxvxvc 254 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 66 12 381 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1691 899 4x5x6 15 cvxvxvc 268 1x2x3 1x2xvc cvxvxvc 175 cvxvxvc 5 14 1651 1039 421 2522 10 157 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 31 1332 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 9 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1172 cvxvxvc 66 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 3340 662 1399 327 0 153 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 3 cvxvxvc 98 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 117 34 80 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 38 cvx5x6 13 4x5x6 6 1xvx3 1x2x3 cvxvxvc 45 cvxvxvc 6 617 29 47 70 1942 27 1 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 388 cvxvxvc 43 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 96 3 cvxvxvc 4x5x6 92 cvx2x3 1x2xvc cvxvxvc 120 cvxvxvc 5 363 105 4 2 13 61 105 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 3–D W.O. 07-0090 FIGURE W.O. 07-0090 CITY OF TEMECULA GENERAL PLAN CIRCULATION ELEMENT SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 3–E A L B E R T A. WEBB A S SOCIA T E S Page 4-1 SECTION 4 -PROJECTED TRAFFIC SITE TRAFFIC Trip Generation Trip generation represents the amount of traffic traveling to and from the proposed project. The traffic generation figures determined for the project are based upon the development of 81 Dwelling Units (DU) single family detached residential. Table 4-1 shows the trip generation rates for the proposed project land uses. Trip generation rates for single family detached residential are based upon the average rates provided in a publication entitled Trip Generation Manual, 7th Edition by the Institute of Transportation Engineers (ITE).Table 4-1 – Trip Generation Rates Total In Out Total In Out Single Family Detached Land Use Category: 210² DU 0.75 0.19 0.56 1.01 0.64 0.37 9.57 ² Average trip generation rates from Trip Generation Manual, 7th Edition by the Institute of Transportation Engineers (ITE), 2003. ¹ DU = Dwelling Unit Land Use Unit¹ Daily AM Peak Hour PM Peak Hour Table 4-2 shows the daily and peak hour trip generation for the proposed project. As shown, the project is anticipated to generate approximately 775 daily trip-ends, including 60 trip-ends during the AM peak hour and 82 trip-ends during the PM peak hour. Table 4-2 – Project Trip Generation Total In Out Total In Out Single Family Detached 81 DU 60 15 45 82 52 30 775 TOTAL 60 15 45 82 52 30 775 ¹ DU = Dwelling Unit Land Use Qty Unit¹ Daily AM Peak Hour PM Peak Hour A L B E R T A. WEBB A S SOCIA T E S Page 4-2 Trip Distribution Trip distribution represents the directional orientation of traffic to and from the project site. Trip distribution is influenced by the geographical location of the site, type of land use in the study area, such as shopping centers and recreational sites, and proximity to the regional freeway system. The trip directional orientation of traffic for the proposed project was determined based upon the existing roadway system, existing traffic patterns, and proximity of local urban centers. Due to the location of the development within the annexation area and the topography and land use of the annexation area, access to the project site from the west is not likely. It is also probable that project traffic will use local streets to bypass sections of I-15 during congested time periods. The directional distribution for passenger cars for the proposed project is shown on Figure 4-A. Modal Split The traffic reducing potential of public transit has not been considered in this study because there is currently no public transit service to the project area. If transit service is added to the project area, then the traffic projections provided in this report would be considered conservative since public transit could reduce traffic volumes in the project area. Trip Assignment Trip assignment is the result of distributing the project trips to the roadway network. The total project trip generation volumes are multiplied by the trip distribution percentage at a study intersection or roadway segment and assigned to that intersection or roadway segment. Figure 4-B shows the project related average daily traffic (ADT) volumes, which are based upon the identified project traffic generation and distribution. AM and PM peak hour intersection turning movement volumes for the proposed project are shown on Figures 4-C and 4-D, respectively. THROUGH TRAFFIC Method of Projection The method of traffic projection is based on the following criteria: · Existing traffic conditions (See Page 3-2 and Figures 3-B to 3-D); A L B E R T A. WEBB A S SOCIA T E S Page 4-3 · Ambient growth projections (See Page 4-3); · Cumulative projects (See Pages 4-3 to 4-5 and Figures 4-F to 4-H); and · Project generated traffic (See Pages 4-1 to 4-2 and Figures 4-B to 4-D). This report uses a study year of 2010 for analysis purposes. Ambient Growth In order to evaluate traffic conditions for the project analysis year, area wide growth on the existing roadways must be projected. The majority of the anticipated growth within the study area is already accounted for with cumulative project traffic. Per discussion with City of Temecula staff, this study will utilize a 2 percent per year ambient growth rate, which represents the approximate growth rate in the area over the past several years. Cumulative Projects for Study Area Cumulative project traffic from within the study area is expected to have an impact on levels of service. The approved and pending projects within the study area are listed in Table 4-3. These projects were included as per discussion with City of Temecula staff. The location of these projects are shown on Figure 4-E. Figure 4-F shows the ADT volumes related to these other projects. The AM and PM peak hour intersection turning movement volumes for approved and pending developments are shown on Figures 4-G and 4-H, respectively. A L B E R T A. WEBB A S SOCIA T E S Page 4-4 Table 4-3 – Cumulative Projects within the Project Vicinity Total In Out Total In Out 1. Summerhouse 128 90 38 205 79 126 2,214 2. Temecula Creek Inn 375 94 281 505 318 187 4,785 3. Tentative Map 30180 (Not Built) EZ Lube 4 SP 12 8 4 21 12 9 160 Bank 4 TSF 49 27 22 183 92 91 986 4. Temecula Creek 29 17 12 46 25 21 515 5. Vail Ranch Towne Center 432 266 166 488 193 295 6,036 6. Tentative Tract Map No. 29473 243 DU 182 46 136 245 158 87 2,326 7. Tentative Tract Map No. 29031 128 DU 96 24 72 129 83 46 1,225 8. Tentative Tract Map No. 30052 122 DU 92 23 69 123 79 44 1,168 9. Pechanga Casino Expansion 452 288 164 477 252 225 10,234 10. Margarita Canyon 184 112 72 733 352 381 7,909 11. Rancho Community Church Middle School 408 Stu 94 52 42 61 32 29 660 High School 456 Stu 222 153 69 64 30 34 915 12. Wolf Creek Single Family Residential 520 DU 373 93 280 473 298 175 4,739 Community Commercial 12 Acres 336 202 134 840 420 420 8,400 Neighborhood Commercial 8 Acres 384 230 230 154 960 480 480 9,600 13. Morgan Hill 621 253 368 564 338 226 5,430 14. Tentative Tract Map No. 24188 260 DU 196 49 147 265 170 95 2,507 15. Apis Plaza 230 127 103 462 230 232 5,345 16. Paloma Del Sol Office Building 65 TSF 134 118 16 147 25 122 958 17. Park & Ride at SR 79 /La Paz 209 PS 272 190 82 272 82 190 543 18. Temecula Lane I 184 112 72 733 352 381 7,909 Daily ¹ DU = Dwelling Unit, TSF = Thousand Square Feet, Stu = Students, SP = Sevicing Positions, PS = Parking Spaces. Project Quantity¹ AM Peak Hour PM Peak Hour A L B E R T A. WEBB A S SOCIA T E S Page 4-5 Table 4-3 (Continued) – Cumulative Projects within the Project Vicinity Total In Out Total In Out 19. Roripaugh Ranch SPA 1800 DU 1,269 317 952 1,445 910 535 14,850 20. De Portola Meadows Single Family Residential 147 DU 112 28 84 150 95 55 1,480 Multi-Family Residential 156 DU 74 13 61 86 58 28 940 21. St Thomas of Canterbury 111 59 52 116 55 61 682 22. Hemmingway at Redhawk 108 DU 85 21 64 115 72 43 1,100 23. Temecula Professional Building II 11.6 TSF 33 29 4 92 16 76 254 24. Gateway Plaza 30.6 TSF 73 64 9 113 19 94 536 25. Redhawk Condos 97 DU 50 9 41 59 40 19 625 26. Stratford at Redhawk 106 DU 84 21 63 115 72 43 1,120 27. Butterfield Station (Retail) 73 TSF 130 79 51 510 291 219 5,535 28. De Portola Professional Offices 38.5 TSF 87 77 10 120 20 100 640 29. Heritage Hotel Hotel 142 Rms 79 48 31 84 44 40 1,160 Restaurant 6 TSF 5 4 1 45 30 15 540 30. Halcon de Rojo 65.9 TSF 134 118 16 153 26 127 967 31. Temecula Hospital Phase I Hospital² 170 Beds 272 190 82 340 136 204 3,400 Medical Office 80 TSF 202 160 42 289 78 211 2,890 Temecula Hospital Phase II Hospital² 150 Beds 240 168 72 300 120 180 3,000 Medical Office 60 TSF 152 120 32 217 59 158 2,170 Cancer Rehab Center³ 10 TSF 25 20 5 36 10 26 360 Rehab and Physical Therapy³ 8 TSF 20 16 4 29 8 21 290 TOTAL 6,859 3,777 3,082 10,729 5,196 5,533 109,833 for this land use. This rate is very conservative since these uses are expected to generate much lower traffic volumes. ² Trip generation rates from Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region, April 2002, SANDAG. ³ Trip generation rates for Medical Office (LU: 710) in the ITE Trip Generation Manual, 7th Edition were used since no separate rates are available Daily ¹ DU = Dwelling Unit, TSF = Thousand Square Feet, Rms = Rooms. Project Quantity¹ AM Peak Hour PM Peak Hour G:\2007\07-0090\Traffic\analysis\EAP1-AM.out|12/19/2007|5:03:49 PM PROJECT ONLY AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 000 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2 2 4x5x6 2 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1 1 105 0 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 0 cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 000 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 3 1 4x5x6 0 cvxvxvc 0 1x2x3 1x2xvc cvxvxvc 0 cvxvxvc 00 4 21 5 0 0 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 0 2 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc 0 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 104 1 3 0 1 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 0 cvxvxvc 1 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 10 1 cvxvvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 0 cvx5x6 0 4x5x6 0 1xvx3 1x2x3 cvxvxvc 0 cvxvxvc 0 40 0 100 00 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 4 cvxvxvc 2 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2 9 cvxvxvc 4x5x6 0 cvx2x3 1x2xvc cvxvxvc 0 cvxvxvc 6 00 25 7 18 00 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 20 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 4–C W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAP1-PM.out|12/19/2007|5:03:52 PM PROJECT ONLY PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 001 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2 6 4x5x6 5 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1 2 103 1 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 0 cvxvxvc 2 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 000 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 6 4 4x5x6 0 cvxvxvc 1 1x2x3 1x2xvc cvxvxvc 0 cvxvxvc 00 2 21 5 0 0 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 0 3 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1 cvxvxvc 2 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 103 1 2 0 5 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 0 cvxvxvc 3 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 50 5 cvxvvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 0 cvx5x6 0 4x5x6 0 1xvx3 1x2x3 cvxvxvc 0 cvxvxvc 0 30 0 300 00 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 3 cvxvxvc 2 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 21 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 7 31 cvxvxvc 4x5x6 0 cvx2x3 1x2xvc cvxvxvc 0 cvxvxvc 4 00 17 23 12 00 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 14 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 4–D W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAC-AM.out|12/19/2007|5:03:55 PM CUMULATIVE PROJECTS ONLY AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 39 0756 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 185 775 4x5x6 628 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 743 904 390 545 173 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 25 cvxvxvc 25 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 73 021 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1419 927 4x5x6 0 cvxvxvc 133 1x2x3 1x2xvc cvxvxvc 23 cvxvxvc 00 811 553 248 1258 0 150 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 0 484 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 562 cvxvxvc 24 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 540 293 537 239 0 104 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 0 cvxvxvc 80 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 104 029 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 0 cvx5x6 0 4x5x6 0 1xvx3 1x2x3 cvxvxvc 0 cvxvxvc 0 2930 0 000 00 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 30 cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 29 0 cvxvxvc 4x5x6 29 cvx2x3 1x2xvc cvxvxvc 0 cvxvxvc 0 30 0 0 0 0 00 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 4–G W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAC-PM.out|12/19/2007|5:03:58 PM CUMULATIVE PROJECTS ONLY PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 123 01038 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 378 1070 4x5x6 815 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 985 1292 1230 891 387 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 133 cvxvxvc 133 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 178 050 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1833 1010 4x5x6 0 cvxvxvc 333 1x2x3 1x2xvc cvxvxvc 52 cvxvxvc 00 1078 891 243 2024 0 100 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 0 1033 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 976 cvxvxvc 67 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 540 213 1096 159 0 337 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 0 cvxvxvc 270 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 337 044 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 0 cvx5x6 0 4x5x6 0 1xvx3 1x2x3 cvxvxvc 0 cvxvxvc 0 2130 0 000 00 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 51 cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 44 0 cvxvxvc 4x5x6 44 cvx2x3 1x2xvc cvxvxvc 0 cvxvxvc 0 51 0 0 0 0 00 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 4–H W.O. 07-0090 A L B E R T A. WEBB A S SOCIA T E S Page 5-1 SECTION 5 -TRAFFIC ANALYSIS CAPACITY AND LEVEL OF SERVICE AND IMPROVEMENT ANALYSIS Levels of Service – 2.0 EA – Existing Plus Ambient Growth Conditions The projected daily traffic volumes under existing plus ambient growth conditions are shown on Figure 5-A. The existing plus ambient growth AM and PM peak hour intersection turning movement volumes are shown on Figures 5-B and 5-C, respectively. Table 5-1 provides the projected levels of service at the study intersections under existing plus ambient growth conditions without additional offsite improvements. These levels of service for the study intersections vary from LOS B to E. The levels of service are based upon the existing geometrics for the study intersections. The level of service calculation worksheets are provided in Appendix C. The following intersections are expected to operate at an unacceptable level of service: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS E) 2. I-15 Northbound Ramps /Highway 79 (PM: LOS E) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS E) Table 5-2 provides the projected levels of service at the study roadway segments under existing plus ambient growth conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS A to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS E) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS E) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS E) · I-15, from Rainbow Valley Boulevard to County Line (LOS E) · I-15, from County Line to Highway 79 South (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F )A L B E R T A. WEBB A S SOCIA T E S Page 5-2 Table 5-1 – Intersection Levels of Service – 2.0 EA – Existing Plus Ambient Growth Delay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D 59.1 E 1 Highway 79 PM 29.3 C 34.1 C 2. I-15 Northbound Ramps /AM 11.8 B 13.2 B 2 Highway 79 PM 46.9 D 61.9 E 3. La Paz Street /AM 19.7 B 22.8 C 3 Highway 79 PM 31.2 C 42.4 D 4. Pechanga Parkway /AM 20.6 C 22.2 C 4 Highway 79 PM 37.4 D 46.7 D 5. Rainbow Canyon Road /AM 13.6 B 14.4 B 5 Pechanga Parkway PM 21.2 C 23.0 C 6. Rainbow Canyon Road /AM 13.2 B 13.6 B 6 Birdie Court PM 15.6 C 16.3 C 7. Rainbow Canyon Road /AM 13.0 B 13.6 B 7 Bayhill Drive PM 14.7 B 15.4 C 8. Old Highway 395 /AM 11.7 B 12.6 B 8 Rainbow Valley W Blvd PM 16.4 C 18.9 C 9. I-15 Northbound Ramps /AM 10.2 B 10.3 B 9 Rainbow Valley W Blvd PM 11.5 B 11.8 B 10. I-15 Southbound Ramps /AM 35.0 E 45.4 E 10 Rainbow Valley W Blvd PM 11.1 B 11.3 B Intersection Signal Signal Signal AWSC Peak Hour Traffic 1.0 E Control Signal OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled 2.0 EA 2.0 EA = Existing plus Ambient Growth Conditions OWSC OWSC 1.0 E = Existing Conditions Signal OWSC OWSC A L B E R T A. WEBB A S SOCIA T E S Page 5-3 Table 5-2 – Roadway Levels of Service – 2.0 EA – Existing Plus Ambient Growth ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 141,200 0.88 D Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 150,800 0.94 E Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 160,300 1.00 E Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 149,500 0.93 E Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 149,000 0.93 E County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 149,000 0.93 E County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 151,500 0.94 E County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 156,300 0.97 E Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 171,200 1.07 F Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 183,900 1.15 F Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 69,700 1.29 F La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 84,700 1.57 F Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 45,900 1.28 F Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 8,100 0.56 A 2.0 EA V/C = Volume to Capacity Ratio ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 1.0 E = Existing Conditions 2.0 EA = Existing plus Ambient Growth Conditions Roadway Segment Roadway Class. Lanes 1.0 E A L B E R T A. WEBB A S SOCIA T E S Page 5-4 Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project Conditions The projected daily traffic volumes under existing plus ambient growth plus project conditions are shown on Figure 5-D. The existing plus ambient growth plus project AM and PM peak hour intersection turning movement volumes are shown on Figures 5-E and 5-F, respectively. Table 5-3 provides the projected levels of service at the study intersections under existing plus ambient growth plus project conditions without additional offsite improvements. These levels of service for the study intersections vary from LOS B to F. The levels of service are based upon the existing geometrics for the study intersections. The level of service calculation worksheets are provided in Appendix C. The following intersections are expected to operate at an unacceptable level of service: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS E) 2. I-15 Northbound Ramps /Highway 79 (PM: LOS E) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Based on the thresholds of significance, the addition of project traffic would cause a significant impact at the following intersection: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) The project related increase in delay at this intersection would be 11.7 seconds. Table 5-4 provides the projected levels of service at the study roadway segments under existing plus ambient growth plus project conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS A to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS E) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS E) · I-15, from Rainbow Valley Boulevard to County Line (LOS E) · I-15, from County Line to Highway 79 South (LOS E) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Based on the thresholds of significance, the addition of project traffic would not cause a significant impact at any of the study area roadway segments. A L B E R T A. WEBB A S SOCIA T E S Page 5-5 Table 5-3 – Intersection Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project Delay (Sec) LOS Delay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D 59.1 E 59.3 E 0.2 1 Highway 79 PM 29.3 C 34.1 C 34.5 C 0.4 2. I-15 Northbound Ramps /AM 11.8 B 13.2 B 13.4 B 0.2 2 Highway 79 PM 46.9 D 61.9 E 62.4 E 0.5 3. La Paz Street /AM 19.7 B 22.8 C 22.9 C 0.1 3 Highway 79 PM 31.2 C 42.4 D 42.6 D 0.2 4. Pechanga Parkway /AM 20.6 C 22.2 C 22.3 C 0.1 4 Highway 79 PM 37.4 D 46.7 D 47.1 D 0.4 5. Rainbow Canyon Road /AM 13.6 B 14.4 B 14.5 B 0.1 5 Pechanga Parkway PM 21.2 C 23.0 C 23.2 C 0.2 6. Rainbow Canyon Road /AM 13.2 B 13.6 B 13.7 B 0.1 6 Birdie Court PM 15.6 C 16.3 C 16.5 C 0.2 7. Rainbow Canyon Road /AM 13.0 B 13.6 B 13.6 B 0.0 7 Bayhill Drive PM 14.7 B 15.4 C 15.5 C 0.1 8. Old Highway 395 /AM 11.7 B 12.6 B 12.8 B 0.2 8 Rainbow Valley W Blvd PM 16.4 C 18.9 C 19.5 C 0.6 9. I-15 Northbound Ramps /AM 10.2 B 10.3 B 10.9 B 0.6 9 Rainbow Valley W Blvd PM 11.5 B 11.8 B 12.6 B 0.8 10. I-15 Southbound Ramps /AM 35.0 E 45.4 E 57.1 F 11.7 10 Rainbow Valley W Blvd PM 11.1 B 11.3 B 11.8 B 0.5 OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled 2.0 EA 2.1 EAP Project Related Change in Delay 2.0 EA = Existing plus Ambient Growth Conditions OWSC OWSC 1.0 E = Existing Conditions 2.1 EAP = Existing plus Ambient Growth plus Project Conditions Signal OWSC OWSC AWSC Peak Hour 1.0 E Traffic Control Signal Intersection Signal Signal Signal A L B E R T A. WEBB A S SOCIA T E S Page 5-6 Table 5-4 – Roadway Levels of Service – 2.1 EAP – Existing Plus Ambient Growth Plus Project ADT (PCE) V/C LOS ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 141,200 0.88 D 141,600 0.88 D 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 150,800 0.94 E 151,200 0.94 E 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 160,300 1.00 E 160,700 1.00 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 149,500 0.93 E 149,900 0.93 E 0.00 Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 149,000 0.93 E 149,400 0.93 E 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 149,000 0.93 E 149,400 0.93 E 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 151,500 0.94 E 151,800 0.95 E 0.01 County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 156,300 0.97 E 156,700 0.98 E 0.01 Highway 79 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 171,200 1.07 F 171,400 1.07 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 183,900 1.15 F 184,200 1.15 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 69,700 1.29 F 69,800 1.29 F 0.00 La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 84,700 1.57 F 84,800 1.57 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 45,900 1.28 F 46,000 1.28 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 8,100 0.56 A 8,100 0.56 A 0.00 V/C = Volume to Capacity Ratio Roadway Segment Roadway Class. Lanes 1.0 E 1.0 E = Existing Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 2.1 EAP = Existing plus Ambient Growth plus Project Conditions 2.0 EA = Existing plus Ambient Growth Conditions 2.0 EA 2.1 EAP Project Related Change in V/C A L B E R T A. WEBB A S SOCIA T E S Page 5-7 Levels of Service – 2.2 EAP+Imp – Existing Plus Ambient Growth Plus Project with Improvements Table 5-5 provides the projected levels of service at the study intersections under existing plus ambient growth plus project conditions with improvements. With the recommended improvements listed below, significantly impacted intersections would be brought to a level of insignificance. The level of service calculation worksheets are provided in Appendix C. Intersection Improvements: · Install all way stop control at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. Table 5-5 – Intersection Levels of Service – 2.2 EAP+Imp – Existing Plus Ambient Growth Plus Project with Improvements Traffic Control Delay (Sec) LOS Traffic Control Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 59.3 E 1 Highway 79 PM 34.5 C 2. I-15 Northbound Ramps /AM 13.4 B 2 Highway 79 PM 62.4 E 3. La Paz Street /AM 22.9 C 3 Highway 79 PM 42.6 D 4. Pechanga Parkway /AM 22.3 C 4 Highway 79 PM 47.1 D 5. Rainbow Canyon Road /AM 14.5 B 5 Pechanga Parkway PM 23.2 C 6. Rainbow Canyon Road /AM 13.7 B 6 Birdie Court PM 16.5 C 7. Rainbow Canyon Road /AM 13.6 B 7 Bayhill Drive PM 15.5 C 8. Old Highway 395 /AM 12.8 B 8 Rainbow Valley W Blvd PM 19.5 C 9. I-15 Northbound Ramps /AM 10.9 B 9 Rainbow Valley W Blvd PM 12.6 B 10. I-15 Southbound Ramps /AM 57.1 F 12.4 B 10 Rainbow Valley W Blvd PM 11.8 B 8.9 A AWSC 2.1 EAP 2.2 EAP+Imp OWSC OWSC OWSC AWSC OWSC Intersection Peak Hour Signal Signal Signal Signal Signal OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled 2.2 EAP+Imp = Existing plus Ambient Growth plus Project Conditions with Improvements 2.1 EAP = Existing plus Ambient Growth plus Project Conditions A L B E R T A. WEBB A S SOCIA T E S Page 5-8 Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects Conditions The projected daily traffic volumes under existing plus ambient growth plus cumulative projects conditions are shown on Figure 5-G. The existing plus ambient growth plus cumulative projects AM and PM peak hour intersection turning movement volumes are shown on Figures 5-H and 5-I, respectively. Table 5-6 provides the projected levels of service at the study intersections under existing plus ambient growth plus cumulative projects conditions without additional offsite improvements. These levels of service for the study intersections vary from LOS B to F. The levels of service are based upon the existing geometrics for the study intersections. The level of service calculation worksheets are provided in Appendix C. The following intersections are expected to operate at an unacceptable level of service: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 2. I-15 Northbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 3. La Paz Street /Highway 79 (AM: LOS F, PM: LOS F) 4. Pechanga Parkway /Highway 79 (AM: LOS F, PM: LOS F) 5. Rainbow Canyon Road /Pechanga Parkway (AM: LOS E, PM: LOS F) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Table 5-7 provides the projected levels of service at the study roadway segments under existing plus ambient growth plus cumulative projects conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS E to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) · Rainbow Canyon Road, Rainbow Valley W Blvd to Pechanga Parkway (LOS E) A L B E R T A. WEBB A S SOCIA T E S Page 5-9 Table 5-6 – Intersection Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative ProjectsDelay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D OFL F 1 Highway 79 PM 29.3 C OFL F 2. I-15 Northbound Ramps /AM 11.8 B 130.9 F 2 Highway 79 PM 46.9 D OFL F 3. La Paz Street /AM 19.7 B 148.0 F 3 Highway 79 PM 31.2 C OFL F 4. Pechanga Parkway /AM 20.6 C 135.0 F 4 Highway 79 PM 37.4 D OFL F 5. Rainbow Canyon Road /AM 13.6 B 79.6 E 5 Pechanga Parkway PM 21.2 C 157.8 F 6. Rainbow Canyon Road /AM 13.2 B 20.6 C 6 Birdie Court PM 15.6 C 29.7 D 7. Rainbow Canyon Road /AM 13.0 B 26.7 D 7 Bayhill Drive PM 14.7 B 23.5 C 8. Old Highway 395 /AM 11.7 B 14.2 B 8 Rainbow Valley W Blvd PM 16.4 C 25.9 D 9. I-15 Northbound Ramps /AM 10.2 B 10.5 B 9 Rainbow Valley W Blvd PM 11.5 B 12.6 B 10. I-15 Southbound Ramps /AM 35.0 E 65.1 F 10 Rainbow Valley W Blvd PM 11.1 B 12.7 B OWSC = One Way Stop Controlled OFL = Overflow conditions; Delay > 200 sec 3.0 EAC 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions OWSC OWSC 1.0 E = Existing Conditions AWSC = All Way Stop Controlled Signal OWSC OWSC AWSC Peak Hour Traffic 1.0 E Control Signal Intersection Signal Signal Signal A L B E R T A. WEBB A S SOCIA T E S Page 5-10 Table 5-7 – Roadway Levels of Service – 3.0 EAC – Existing Plus Ambient Growth Plus Cumulative Projects ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 163,200 1.02 F Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 174,300 1.09 F Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 183,800 1.15 F Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 171,500 1.07 F Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 169,500 1.06 F County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 169,500 1.06 F County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 172,300 1.07 F County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 177,800 1.11 F Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 196,200 1.22 F Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 208,900 1.30 F Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 113,600 2.10 F La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 129,600 2.40 F Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 74,700 2.08 F Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 13,800 0.95 E 3.0 EAC V/C = Volume to Capacity Ratio ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 1.0 E = Existing Conditions 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions Roadway Segment Roadway Class. Lanes 1.0 E A L B E R T A. WEBB A S SOCIA T E S Page 5-11 Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Conditions The projected daily traffic volumes under existing plus ambient growth plus cumulative projects plus project conditions are shown on Figure 5-J. The existing plus ambient growth plus cumulative projects plus project AM and PM peak hour intersection turning movement volumes are shown on Figures 5-K and 5-L, respectively. Table 5-8 provides the projected levels of service at the study intersections under existing plus ambient growth plus cumulative projects plus project conditions without additional offsite improvements. These levels of service for the study intersections vary from LOS B to F. The levels of service are based upon the existing geometrics for the study intersections. The level of service calculation worksheets are provided in Appendix C. The following intersections are expected to operate at an unacceptable level of service: 1. I-15 Southbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 2. I-15 Northbound Ramps /Highway 79 (AM: LOS F, PM: LOS F) 3. La Paz Street /Highway 79 (AM: LOS F, PM: LOS F) 4. Pechanga Parkway /Highway 79 (AM: LOS F, PM: LOS F) 5. Rainbow Canyon Road /Pechanga Parkway (AM: LOS F, PM: LOS F) 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) Based on the thresholds of significance, the addition of project traffic would cause a significant impact at the following intersection: 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard (AM: LOS F) The project related increase in delay at this intersection would be 20.1 seconds. Table 5-9 provides the projected levels of service at the study roadway segments under existing plus ambient growth plus cumulative projects plus project conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS E to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) A L B E R T A. WEBB A S SOCIA T E S Page 5-12 · Rainbow Canyon Road, Rainbow Valley W Blvd to Pechanga Parkway (LOS E) Based on the thresholds of significance, the addition of project traffic would not cause a significant impact at any of the study area roadway segments. Table 5-8 – Intersection Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Delay (Sec) LOS Delay (Sec) LOS Delay (Sec) LOS 1. I-15 Southbound Ramps /AM 48.1 D OFL F OFL F * 1 Highway 79 PM 29.3 C OFL F OFL F * 2. I-15 Northbound Ramps /AM 11.8 B 130.9 F 131.9 F 1.0 2 Highway 79 PM 46.9 D OFL F OFL F * 3. La Paz Street /AM 19.7 B 148.0 F 148.2 F 0.2 3 Highway 79 PM 31.2 C OFL F OFL F * 4. Pechanga Parkway /AM 20.6 C 135.0 F 135.5 F 0.5 4 Highway 79 PM 37.4 D OFL F OFL F * 5. Rainbow Canyon Road /AM 13.6 B 79.6 E 80.7 F 1.1 5 Pechanga Parkway PM 21.2 C 157.8 F 158.7 F 0.9 6. Rainbow Canyon Road /AM 13.2 B 20.6 C 20.8 C 0.2 6 Birdie Court PM 15.6 C 29.7 D 30.0 D 0.3 7. Rainbow Canyon Road /AM 13.0 B 26.7 D 27.1 D 0.4 7 Bayhill Drive PM 14.7 B 23.5 C 23.7 C 0.2 8. Old Highway 395 /AM 11.7 B 14.2 B 14.4 B 0.2 8 Rainbow Valley W Blvd PM 16.4 C 25.9 D 27.1 D 1.2 9. I-15 Northbound Ramps /AM 10.2 B 10.5 B 11.0 B 0.5 9 Rainbow Valley W Blvd PM 11.5 B 12.6 B 13.5 B 0.9 10. I-15 Southbound Ramps /AM 35.0 E 65.1 F 85.2 F 20.1 10 Rainbow Valley W Blvd PM 11.1 B 12.7 B 13.3 B 0.6 * = Project Related Change in Delay cannot be calculated due to overflow conditions OWSC = One Way Stop Controlled AWSC = All Way Stop Controlled OFL = Overflow conditions; Delay > 200 sec Signal Intersection Signal Signal Signal 3.1 EACP = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions Signal OWSC OWSC AWSC 3.0 EAC 3.1 EACP Project Related Change in Delay 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions OWSC OWSC 1.0 E = Existing Conditions Peak Hour 1.0 E Traffic Control A L B E R T A. WEBB A S SOCIA T E S Page 5-13 Table 5-9 – Roadway Levels of Service – 3.1 EACP – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project ADT (PCE) V/C LOS ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 133,200 0.83 D 163,200 1.02 F 163,600 1.02 F 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 142,300 0.89 D 174,300 1.09 F 174,700 1.09 F 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 151,200 0.94 E 183,800 1.15 F 184,200 1.15 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 141,100 0.88 D 171,500 1.07 F 171,800 1.07 F 0.00 Rainbow Vly Blvd to County Line Freeway 8 140,600 0.88 D 169,500 1.06 F 169,800 1.06 F 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 140,600 0.88 D 169,500 1.06 F 169,800 1.06 F 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 142,900 0.89 D 172,300 1.07 F 172,600 1.08 F 0.01 County Line to Highway 79 South (SB upgrade) Freeway 8 147,500 0.92 E 177,800 1.11 F 178,100 1.11 F 0.00 Highway 79 S to Rancho California Rd Freeway 8 161,500 1.01 F 196,200 1.22 F 196,500 1.22 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 173,500 1.08 F 208,900 1.30 F 209,100 1.30 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 6 65,700 1.22 F 113,600 2.10 F 113,700 2.11 F 0.01 La Paz Street to I-15 Ramps Urban Arterial 6 79,900 1.48 F 129,600 2.40 F 129,700 2.40 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 4 43,300 1.20 F 74,700 2.08 F 74,700 2.08 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 2 7,600 0.52 A 13,800 0.95 E 13,900 0.96 E 0.01 3.1 EACP Project Related Change in V/C V/C = Volume to Capacity Ratio Roadway Segment Roadway Class. Lanes 1.0 E 1.0 E = Existing Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 3.1 EACP = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions 3.0 EAC = Existing plus Ambient Growth plus Cumulative Projects Conditions 3.0 EAC A L B E R T A. WEBB A S SOCIA T E S Page 5-14 Levels of Service – 3.2 EACP+Imp – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project with Improvements Table 5-10 provides the projected levels of service at the study intersections under existing plus ambient growth plus cumulative projects plus project conditions with improvements. With the recommended improvements listed below, significantly impacted intersections would be brought to a level of insignificance. The level of service calculation worksheets are provided in Appendix C. Intersection Improvements: · Install all way stop control at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. Table 5-10 – Intersection Levels of Service – 3.2 EACP+Imp – Existing Plus Ambient Growth Plus Cumulative Projects Plus Project with Improvements Traffic Control Delay (Sec) LOS Traffic Control Delay (Sec) LOS 1. I-15 Southbound Ramps /AM OFL F 1 Highway 79 PM OFL F 2. I-15 Northbound Ramps /AM 131.9 F 2 Highway 79 PM OFL F 3. La Paz Street /AM 148.2 F 3 Highway 79 PM OFL F 4. Pechanga Parkway /AM 135.5 F 4 Highway 79 PM OFL F 5. Rainbow Canyon Road /AM 80.7 F 5 Pechanga Parkway PM 158.7 F 6. Rainbow Canyon Road /AM 20.8 C 6 Birdie Court PM 30.0 D 7. Rainbow Canyon Road /AM 27.1 D 7 Bayhill Drive PM 23.7 C 8. Old Highway 395 /AM 14.4 B 8 Rainbow Valley W Blvd PM 27.1 D 9. I-15 Northbound Ramps /AM 11.0 B 9 Rainbow Valley W Blvd PM 13.5 B 10. I-15 Southbound Ramps /AM 85.2 F 13.3 B 10 Rainbow Valley W Blvd PM 13.3 B 9.2 A AWSC = All Way Stop Controlled 3.2 EACP+Imp = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions with Improvements 3.1 EACP = Existing plus Ambient Growth plus Cumulative Projects plus Project Conditions Signal Signal Signal OWSC = One Way Stop Controlled Intersection Peak Hour Signal Signal OWSC OWSC AWSC OWSC AWSC 3.1 EACP 3.2 EACP+Imp OWSC A L B E R T A. WEBB A S SOCIA T E S Page 5-15 Levels of Service – 4.0 BOwoP – Buildout without Project Conditions Table 5-11 provides the projected levels of service at the study roadway segments under buildout without project conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS A to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) A L B E R T A. WEBB A S SOCIA T E S Page 5-16 Table 5-11 – Roadway Levels of Service – 4.0 BOwoP – Buildout without Project ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 234,000 1.46 F Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 234,000 1.46 F Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 234,000 1.46 F Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 234,000 1.46 F Rainbow Vly Blvd to County Line Freeway 8 234,000 1.46 F County Line to Highway 79 South (<2% grade) Freeway 8 207,900 1.30 F County Line to Highway 79 South (NB upgrade) Freeway 8 210,100 1.31 F County Line to Highway 79 South (SB upgrade) Freeway 8 214,500 1.34 F Highway 79 S to Rancho California Rd Freeway 8 217,700 1.36 F Rancho California Rd to Highway 79 N Freeway 8 246,600 1.54 F Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 8 90,200 1.25 F La Paz Street to I-15 Ramps Urban Arterial 8 94,200 1.31 F Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 6 61,400 1.14 F Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 4 13,400 0.46 A 4.0 BOwoP = Buildout without Project Conditions ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) V/C = Volume to Capacity Ratio Roadway Segment Roadway Classification Lanes 4.0 BOwoP A L B E R T A. WEBB A S SOCIA T E S Page 5-17 Levels of Service – 4.1 BO+P – Buildout with Project Conditions Table 5-12 provides the projected levels of service at the study roadway segments under buildout with project conditions without additional offsite improvements. The levels of service for the study roadway segments vary from LOS A to F. The following roadway segments are expected to operate at an unacceptable level of service: · I-15, from Highway 76 to Stewart Canyon Road (underpass) (LOS F) · I-15, from Stewart Canyon Road (underpass) to Mission Road (LOS F) · I-15, from Mission Road to Rainbow Glen Road (overpass) (LOS F) · I-15, from Rainbow Glen Road (overpass) to Rainbow Valley Boulevard (LOS F) · I-15, from Rainbow Valley Boulevard to County Line (LOS F) · I-15, from County Line to Highway 79 South (LOS F) · I-15, Highway 79 South to Rancho California Road (LOS F) · I-15, Rancho California Road to Highway 79 North (LOS F) · Highway 79, Pechanga Parkway to La Paz Street (LOS F) · Highway 79, La Paz Street to I-15 Ramps (LOS F) · Pechanga Parkway, Rainbow Canyon Road to Highway 79 (LOS F) Based on the thresholds of significance, the addition of project traffic would not cause a significant impact at any of the study area roadway segments. Further, because this analysis does not assume that any of the planned infrastructure improvements in the area will be constructed, it represents a very conservative analysis. With planned infrastructure improvements, the projects impact would be reduced even further below a level of significance. A L B E R T A. WEBB A S SOCIA T E S Page 5-18 Table 5-12 – Roadway Levels of Service – 4.1 BO+P – Buildout with Project ADT (PCE) V/C LOS ADT (PCE) V/C LOS I-15 Highway 76 to Stewart Cyn Rd (underpass) Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Stewart Cyn Rd (underpass) to Mission Rd Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Mission Rd to Rainbow Glen Rd (overpass) Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Rainbow Glen Rd (overpass) to Rainbow Vly Blvd Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 Rainbow Vly Blvd to County Line Freeway 8 234,000 1.46 F 234,300 1.46 F 0.00 County Line to Highway 79 South (<2% grade) Freeway 8 207,900 1.30 F 208,200 1.30 F 0.00 County Line to Highway 79 South (NB upgrade) Freeway 8 210,100 1.31 F 210,400 1.31 F 0.00 County Line to Highway 79 South (SB upgrade) Freeway 8 214,500 1.34 F 214,800 1.34 F 0.00 Highway 79 S to Rancho California Rd Freeway 8 217,700 1.36 F 217,900 1.36 F 0.00 Rancho California Rd to Highway 79 N Freeway 8 246,600 1.54 F 246,800 1.54 F 0.00 Highway 79 Pechanga Parkway to La Paz Street Urban Arterial 8 90,200 1.25 F 90,300 1.25 F 0.00 La Paz Street to I-15 Ramps Urban Arterial 8 94,200 1.31 F 94,300 1.31 F 0.00 Pechanga Parkway Rainbow Canyon Rd to Highway 79 Principal Arterial 6 61,400 1.14 F 61,500 1.14 F 0.00 Rainbow Canyon Road Rainbow Valley W Blvd to Pechanga Parkway Secondary Arterial 4 13,400 0.46 A 13,400 0.46 A 0.00 Project Related Change in V/C 4.0 BOwoP = Buildout without Project Conditions V/C = Volume to Capacity Ratio ADT (PCE) = Average Daily Traffic (Passenger Car Equivalent) 4.1 BO+P = Buildout with Project Conditions 4.1 BO+P Roadway Segment Roadway Class. Lanes 4.0 BOwoP G:\2007\07-0090\Traffic\analysis\EA-AM.out|12/19/2007|5:04:01 PM 2.0 EA -EXISTING PLUS AMBIENT GROWTH AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 241 34 1261 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 499 1081 4x5x6 825 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1656 1269 1270 396 195 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 88 cvxvxvc 365 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 227 8161 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2533 1400 4x5x6 17 cvxvxvc 184 1x2x3 1x2xvc cvxvxvc 148 cvxvxvc 12 18 976 1131 176 1683 21 88 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 7 894 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1202 cvxvxvc 253 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 930 196 1060 131 0 411 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 7 cvxvxvc 173 2 cvxvxvvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 388 15 295 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 48 cvx5x6 65 4x5x6 3 1xvx3 1x2x3 cvxvxvc 67 cvxvxvc 2 1343 46 33 461 139 2 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 65 cvxvxvc 103 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 3 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 277 1 cvxvxvc 4x5x6 305 cvx2x3 1x2xvc cvxvxvc 74 cvxvxvc 7 65 165 3 1 10 60 164 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 5–B W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EA-PM.out|12/19/2007|5:07:17 PM 2.0 EA -EXISTING PLUS AMBIENT GROWTH PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 188 01535 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 449 603 4x5x6 398 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1352 1867 2111 1010 536 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 157 cvxvxvc 269 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 70 13 404 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1792 953 4x5x6 16 cvxvxvc 284 1x2x3 1x2xvc cvxvxvc 186 cvxvxvc 5 15 1750 1101 446 2673 11 166 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 33 1412 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 10 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1242 cvxvxvc 70 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 3540 702 1483 347 0 162 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 3 cvxvxvc 104 0 cvxxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 124 36 85 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 40 cvx5x6 14 4x5x6 6 1xvx3 1x2x3 cvxvxvc 48 cvxvxvc 6 654 31 50 74 2062 29 1 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 411 cvxvxvc 46 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 102 3 cvxvxvc 4x5x6 98 cvx2x3 1x2xvc cvxvxvc 127 cvxvxvc 5 385 111 4 2 14 65 111 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 5–C W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAP1-AM.out|12/19/2007|5:04:07 PM 2.1 EAP -EXISTING PLUS AMBIENT GROWTH PLUS PROJECT AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 241 34 1261 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 501 1083 4x5x6 827 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1657 1270 1280 401 195 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 88 cvxvxvc 365 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 227 8161 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2536 1401 4x5x6 17 cvxvxvc 184 1x2x3 1x2xvc cvxvxvc 148 cvxvxvc 12 18 980 1133 177 1688 21 88 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 7 896 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1202 cvxvxvc 253 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 940 200 1061 134 0 412 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 7 cvxvvxvc 174 2 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 389 15 296 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 48 cvx5x6 65 4x5x6 3 1xvx3 1x2x3 cvxvxvc 67 cvxvxvc 2 1383 46 34 461 139 2 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 69 cvxvxvc 105 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 9 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 279 10 cvxvxvc 4x5x6 305 cvx2x3 1x2xvc cvxvxvc 74 cvxvxvc 7 65 171 28 8 28 60 164 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 20 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 5–E W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAP1-PM.out|12/19/2007|5:04:10 PM 2.1 EAP -EXISTING PLUS AMBIENT GROWTH PLUS PROJECT PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 188 01536 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 451 609 4x5x6 403 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 1353 1869 2121 1013 537 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 157 cvxvxvc 271 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 70 13 404 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1798 957 4x5x6 16 cvxvxvc 285 1x2x3 1x2xvc cvxvxvc 186 cvxvxvc 5 15 1752 1103 447 2678 11 166 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 33 1415 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 10 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1243 cvxvxvc 72 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 3550 705 1484 349 0 167 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xvc cvxvxvc 3 ccvxvxvc 107 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 129 36 90 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 40 cvx5x6 14 4x5x6 6 1xvx3 1x2x3 cvxvxvc 48 cvxvxvc 6 657 31 50 77 2062 29 1 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 414 cvxvxvc 48 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 21 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 109 34 cvxvxvc 4x5x6 98 cvx2x3 1x2xvc cvxvxvc 127 cvxvxvc 5 385 115 21 25 26 65 111 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 14 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE5–F W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAC-AM.out|12/19/2007|5:04:14 PM 3.0 EAC -EXISTING PLUS AMBIENT GROWTH PLUS CUMULATIVE PROJECTS AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 280 34 2017 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 684 1856 4x5x6 1453 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 2399 2173 1660 941 368 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 113 cvxvxvc 390 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 300 8182 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 3952 2327 4x5x6 17 cvxvxvc 317 1x2x3 1x2xvc cvxvxvc 171 cvxvxvc 12 18 1787 1684 424 2941 21 238 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 7 1378 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1764 cvxvxvc 277 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 1470 489 1597 370 0 515 cvxvxvc 4x5x6 1xvx3 4xvx6 1x2xxvc cvxvxvc 7 cvxvxvc 253 2 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 492 15 324 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 48 cvx5x6 65 4x5x6 3 1xvx3 1x2x3 cvxvxvc 67 cvxvxvc 2 4273 46 33 461 139 2 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 95 cvxvxvc 103 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 3 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 306 1 cvxvxvc 4x5x6 334 cvx2x3 1x2xvc cvxvxvc 74 cvxvxvc 7 95 165 3 1 10 60 164 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 5–H W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EAC-PM.out|12/19/2007|5:04:17 PM 3.0 EAC -EXISTING PLUS AMBIENT GROWTH PLUS CUMULATIVE PROJECTS PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 311 02573 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 827 1673 4x5x6 1213 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 2337 3159 3341 1901 923 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 290 cvxvxvc 402 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 248 13 454 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 3625 1963 4x5x6 16 cvxvxvc 617 1x2x3 1x2xvc cvxvxvc 238 cvxvxvc 5 15 2828 1992 689 4697 11 266 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 33 2445 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 10 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2218 cvxvxvc 137 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 4080 915 2579 506 0 499 cvxvxvc 4x5x6 1xvx3 4xvx6 1xx2xvc cvxvxvc 3 cvxvxvc 374 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 461 36 129 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 40 cvx5x6 14 4x5x6 6 1xvx3 1x2x3 cvxvxvc 48 cvxvxvc 6 867 31 50 74 2062 29 1 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 462 cvxvxvc 46 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 0 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 146 3 cvxvxvc 4x5x6 142 cvx2x3 1x2xvc cvxvxvc 127 cvxvxvc 5 436 111 4 2 14 65 111 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 0 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE5–I W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EACP1-AM.out|12/19/2007|5:04:20 PM 3.1 EACP -EXISTING PLUS AMBIENT GROWTH PLUS CUMULATIVE PROJECTS PLUS PROJECT AM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 280 34 2017 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 687 1858 4x5x6 1455 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 2400 2173 1680 946 368 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 113 cvxvxvc 391 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 300 8182 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 3955 2328 4x5x6 17 cvxvxvc 318 1x2x3 1x2xvc cvxvxvc 171 cvxvxvc 12 18 1791 1686 425 2946 21 238 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 7 1379 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 6 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 1764 cvxvxvc 278 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 1480 493 1598 373 0 517 cvxvxvc 4x5x6 6 1xvx3 4xvx6 1x2xvc cvxvxvc 7 cvxvxvc 254 2 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 494 15 325 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 48 cvx5x6 65 4x5x6 3 1xvx3 1x2x3 cvxvxvc 67 cvxvxvc 2 4313 46 34 461 139 2 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 99 cvxvxvc 105 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 9 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 308 10 cvxvxvc 4x5x6 334 cvx2x3 1x2xvc cvxvxvc 74 cvxvxvc 7 95 171 28 8 28 60 164 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 20 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE 5–K W.O. 07-0090 G:\2007\07-0090\Traffic\analysis\EACP1-PM.out|12/19/2007|5:04:23 PM 3.1 EACP -EXISTING PLUS AMBIENT GROWTH PLUS CUMULATIVE PROJECTS PLUS PROJECT PM PEAK HOUR INTERSECTION VOLUMES SANTA MARGARITA AREA ANNEXATION CITY OF TEMECULA, CALIFORNIA 311 02574 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 828 1678 4x5x6 1218 cvxvxvc 1x2xvc cvx2x3 cvxvxvc cvxvxvc 2338 3161 3351 1904 924 cvxvxvc 4x5xvc cvxvxvc cvx5x6 1x2x3 cvxvxvc 290 cvxvxvc 404 cvxvxvc cvxvxvc cvxvxvc 1. I-15 Southbound Ramps /Highway 79 2. I-15 Northbound Ramps /Highway 79 248 13 454 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 3632 1967 4x5x6 16 cvxvxvc 618 1x2x3 1x2xvc cvxvxvc 238 cvxvxvc 5 15 2831 1995 690 4702 11 266 cvxvxvc 4x5x6 1x2x3 4x5x6 1xvx3 cvxvxvc 0 cvxvxvc 33 2448 cvxvxvc cvxvxvc cvxvxvc 3. La Paz Road /Highway 79 4. Pechenga Parkway /Highway 79 10 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 2219 cvxvxvc 138 4x5xvc 1x2xvc cvxvxvc cvxvxvc cvxvxvc 4090 918 2579 508 0 504 cvxvxvc 4x5xx6 1xvx3 4xvx6 1x2xvc cvxvxvc 3 cvxvxvc 377 0 cvxvxvc cvxvxvc cvxvxvc 5. Rainbow Canyon Road /Pechanga Parkway 6. Rainbow Canyon Road /Birdie Court 466 36 134 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 40 cvx5x6 14 4x5x6 6 1xvx3 1x2x3 cvxvxvc 48 cvxvxvc 6 870 31 50 77 2062 29 1 cvxvxvc cvxvxvc cvx2x3 4x5x6 1x2x3 cvxvxvc 465 cvxvxvc 48 cvxvxvc cvxvxvc cvxvxvc 7. Rainbow Canyon Road /Bayhill Drive 8. Old Highway 395 /Rainbow Valley West Boulevard 21 cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc 153 34 cvxvxvc 4x5x6 142 cvx2x3 1x2xvc cvxvxvc 127 cvxvxvc 5 436 115 21 25 26 65 111 cvxvxvc cvx5x6 1x2x3 4x5xvc cvxvxvc cvxvxvc cvxvxvc 14 cvxvxvc cvxvxvc cvxvxvc 9. I-15 Northbound Ramps /Rainbow Valley West Boulevard 10. I-15 Southbound Ramps /Rainbow Valley West Boulevard cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc cvxvxvc FIGURE5–L W.O. 07-0090 A L B E R T A. WEBB A S SOCIA T E S Page 6-1 SECTION 6 -FINDINGS AND RECOMMENDATIONS TRAFFIC IMPACTS The proposed project is expected to generate approximately 775 daily trip-ends, including 60 trip-ends during the AM peak hour and 82 trip-ends during the PM peak hour. SITE ACCESS The project site will have primary access to Rainbow Valley West Boulevard. Due to the location of the development within the annexation area and the topography and land use of the annexation area, access to the project site from the west is not likely. TRAFFIC SIGNAL WARRANTS The California Manual on Uniform Traffic Control Devices (California MUTCD) states that the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Peak hour traffic signal warrant analysis should only be considered as an “indicator” of the likelihood of an unsignalized intersection warranting a traffic signal. Intersections that exceed the peak hour warrant are more likely to meet one or or more of the other volume based signal warrants. The California MUTCD also advises that a traffic control signal should not be installed unless: · One or more of the traffic signal warrants is satisfied; · An engineering study indicates that installing a traffic control signal will improve the overall safety and/or operation of the intersection; and · It will not seriously disrupt progressive traffic flow. For 1.0 E – Existing traffic conditions, the peak hour traffic control signal warrant is satisfied for the following study area unsignalized intersections (see Appendix B for technical calculations). · Old Highway 395 /Rainbow Valley West Boulevard · I-15 Northbound Ramps /Rainbow Valley West Boulevard For 2.0 EA – Existing plus Ambient Growth traffic conditions, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). A L B E R T A. WEBB A S SOCIA T E S Page 6-2 For 2.1 EAP – Existing plus Ambient Growth plus Project traffic conditions, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). For 3.0 EAC – Existing plus Ambient Growth plus Cumulative Projects traffic conditions, the peak hour traffic control signal warrant is satisfied for the following additional study area unsignalized intersections (see Appendix B for technical calculations). · Rainbow Canyon Road /Bayhill Drive For 3.1 EACP – Existing plus Ambient Growth plus Cumulative Projects plus Project traffic conditions, no additional study area unsignalized intersections are expected to be warranted (see Appendix B for technical calculations). CONCLUSIONS Based on the traffic study, it is concluded that the traffic impacts generated from the project at the study area roadways and intersections will be less than significant except at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. This intersection can be mitigated to a level of insignificance if the following recommended improvements are adopted. Recommendations Intersection Improvements: · Install all way stop control at the intersection of I-15 Southbound Ramps and Rainbow Valley West Boulevard. APPENDIX A Traffic Count Worksheets Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 281 8 44 333 203 126 0 329 0 0 0 0 0 48 100 148 810 07:15 AM 308 7 50 365 189 109 0 298 0 0 0 0 0 40 96 136 799 07:30 AM 267 10 57 334 201 120 0 321 0 0 0 0 0 53 85 138 793 07:45 AM 334 7 76 417 185 116 0 301 0 0 0 0 0 43 63 106 824 Total 1190 32 227 1449 778 471 0 1249 0 0 0 0 0 184 344 528 3226 08:00 AM 276 3 59 338 170 100 0 270 0 0 0 0 0 52 46 98 706 08:15 AM 306 8 50 364 188 104 0 292 0 0 0 0 0 55 39 94 750 08:30 AM 313 3 47 363 172 77 0 249 0 0 0 0 0 59 56 115 727 08:45 AM 294 2 57 353 159 100 0 259 0 0 0 0 0 57 41 98 710 Total 1189 16 213 1418 689 381 0 1070 0 0 0 0 0 223 182 405 2893 Grand Total 2379 48 440 2867 1467 852 0 2319 0 0 0 0 0 407 526 933 6119 Apprch % 83 1.7 15.3 63.3 36.7 0 0 0 0 0 43.6 56.4 Total % 38.9 0.8 7.2 46.9 24 13.9 0 37.9 0 0 0 0 0 6.7 8.6 15.2 Passenger Vehicles 2112 48 401 2561 1428 806 0 2234 0 0 0 0 0 338 495 833 5628 % Passenger Vehicles 88.8 100 91.1 89.3 97.3 94.6 0 96.3 0 0 0 0 0 83 94.1 89.3 92 Large 2 Axle Vehicles 119 0 10 129 18 16 0 34 0 0 0 0 0 25 12 37 200 % Large 2 Axle Vehicles 5 0 2.3 4.5 1.2 1.9 0 1.5 0 0 0 0 0 6.1 2.3 4 3.3 3 Axle Vehicles 61 0 8 69 2 1 0 3 0 0 0 0 0 2 2 4 76 % 3 Axle Vehicles 2.6 0 1.8 2.4 0.1 0.1 0 0.1 0 0 0 0 0 0.5 0.4 0.4 1.2 4 Axle Trucks 51 0 13 64 13 28 0 41 0 0 0 0 0 33 16 49 154 % 4 Axle Trucks 2.1 0 3 2.2 0.9 3.3 0 1.8 0 0 0 0 0 8.1 3 5.3 2.5 5+ Axle Trucks 36 0 8 44 6 1 0 7 0 0 0 0 0 9 1 10 61 % 5+ Axle Trucks 1.5 0 1.8 1.5 0.4 0.1 0 0.3 0 0 0 0 0 2.2 0.2 1.1 1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 281 8 44 333 203 126 0 329 0 0 0 0 0 48 100 148 810 07:15 AM 308 7 50 365 189 109 0 298 0 0 0 0 0 40 96 136 799 07:30 AM 267 10 57 334 201 120 0 321 0 0 0 0 0 53 85 138 793 07:45 AM 334 7 76 417 185 116 0 301 0 0 0 0 0 43 63 106 824 Total Volume 1190 32 227 1449 778 471 0 1249 0 0 0 0 0 184 344 528 3226 % App. Total 82.1 2.2 15.7 62.3 37.7 0 0 0 0 0 34.8 65.2 PHF .891 .800 .747 .869 .958 .935 .000 .949 .000 .000 .000 .000 .000 .868 .860 .892 .979 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 227 Thru 32 Left 1190 Out In Total 0 1449 1449 Right0 Thru 471 Left 778 Out In Total 1374 1249 2623 Left0 Thru0 Right0 Out In Total 1154 0 1154 Left0 Thru 184 Right 344 Out In Total 698 528 1226 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 334 7 76 417 203 126 0 329 0 0 0 0 0 48 100 148 +15 mins. 276 3 59 338 189 109 0 298 0 0 0 0 0 40 96 136 +30 mins. 306 8 50 364 201 120 0 321 0 0 0 0 0 53 85 138 +45 mins. 313 3 47 363 185 116 116 0 301 0 0 0 0 0 43 63 106 Total Volume 1229 21 232 1482 778 471 0 1249 0 0 0 0 0 184 344 528 % App. Total 82.9 1.4 15.7 62.3 37.7 0 0 0 0 0 34.8 65.2 PHF .920 .656 .763 .888 .958 .935 .000 .949 .000 .000 .000 .000 .000 .868 .860 .892 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 246 8 42 296 196 119 0 315 0 0 0 0 0 35 97 132 743 07:15 AM 272 7 44 323 185 106 0 291 0 0 0 0 0 32 94 126 740 07:30 AM 223 10 52 285 196 111 0 307 0 0 0 0 0 40 73 113 705 07:45 AM 305 7 72 384 182 107 0 289 0 0 0 0 0 36 61 97 770 Total 1046 32 210 1288 759 443 0 1202 0 0 0 0 0 143 325 468 2958 08:00 AM 250 3 52 305 167 95 0 262 0 0 0 0 0 46 45 91 658 08:15 AM 269 8 48 325 184 95 0 279 0 0 0 0 0 43 35 78 682 08:30 AM 276 3 40 319 165 75 0 240 0 0 0 0 0 0 54 53 107 666 08:45 AM 271 2 51 324 153 98 0 251 0 0 0 0 0 52 37 89 664 Total 1066 16 191 1273 669 363 0 1032 0 0 0 0 0 195 170 365 2670 Grand Total 2112 48 401 2561 1428 806 0 2234 0 0 0 0 0 338 495 833 5628 Apprch % 82.5 1.9 15.7 63.9 36.1 0 0 0 0 0 40.6 59.4 Total % 37.5 0.9 7.1 45.5 25.4 14.3 0 39.7 0 0 0 0 0 6 8.8 14.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 246 8 42 296 196 119 0 315 0 0 0 0 0 35 97 132 743 07:15 AM 272 7 44 323 185 106 0 291 0 0 0 0 0 32 94 126 740 07:30 AM 223 10 52 285 196 111 0 307 0 0 0 0 0 40 73 113 705 07:45 AM 305 7 72 384 182 107 0 289 0 0 0 0 0 36 61 97 770 Total Volume 1046 32 210 1288 759 443 0 1202 0 0 0 0 0 143 325 468 2958 % App. Total 81.2 2.5 16.3 63.1 36.9 0 0 0 0 0 30.6 69.4 PHF .857 .800 .729 .839 .968 .931 .000 .954 .000 .000 .000 .000 .000 .894 .838 .886 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 210 Thru 32 Left 1046 Out In Total 0 1288 1288 Right0 Thru 443 Left 759 Out In Total 1189 1202 2391 Left0 Thru0 Right0 Out In Total 1116 0 1116 Left0 Thru 143 Right 325 Out In Total 653 468 1121 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 305 7 72 384 196 119 0 315 0 0 0 0 0 35 97 132 +15 mins. 250 3 52 305 185 106 0 291 0 0 0 0 0 32 94 126 +30 mins. 269 8 48 325 196 111 0 307 0 0 0 0 0 40 73 113 +45 mins. 276 3 40 319 182 107 0 289 0 0 0 0 0 36 61 97 Total Volume 1100 21 212 1333 759 443 0 1202 0 0 0 0 0 143 325 468 % App. Total 82.5 1.6 15.9 63.1 36.9 0 0 0 0 0 30.6 69.4 PHF .902 .656 .736 .868 .968 .931 .000 .954 .000 .000 .000 .000 .000 .894 .838 .886 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 26 07:15 AM 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 22 07:30 AM 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 30 07:45 AM 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 20 Total 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 98 08:00 AM 16 0 2 18 1 4 0 5 0 0 0 0 0 4 0 4 27 08:15 AM 14 0 1 15 2 3 0 5 0 0 0 0 0 3 1 4 24 08:30 AM 17 0 3 20 7 0 0 7 0 0 0 0 0 4 1 5 32 08:45 AM 7 0 2 9 2 1 0 3 0 0 0 0 0 5 2 7 19 Total 54 0 8 62 12 8 0 20 0 0 0 0 0 16 4 20 102 Grand Total 119 0 10 129 18 16 0 34 0 0 0 0 0 25 12 37 200 Apprch % 92.2 0 7.8 52.9 47.1 0 0 0 0 0 67.6 32.4 Total % 59.5 0 5 64.5 9 8 0 17 0 0 0 0 0 12.5 6 18.5 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 26 07:15 AM 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 22 07:30 AM 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 30 07:45 AM 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 20 Total Volume 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 98 % App. Total 97 0 3 42.9 57.1 0 0 0 0 0 52.9 47.1 PHF .903 .000 .250 .838 .500 .667 .000 .583 .000 .000 .000 .000 .000 .375 .333 .354 .817 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right2 Thru0 Left 65 Out In Total 0 67 67 Right0 Thru8 Left6 Out In Total 74 14 88 Left0 Thru0 Right0 Out In Total 14 0 14 Left0 Thru9 Right8 Out In Total 10 17 27 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 17 0 0 17 3 3 0 6 0 0 0 0 0 2 1 3 +15 mins. 18 0 2 20 2 0 0 2 0 0 0 0 0 0 0 0 +30 mins. 15 0 0 15 0 3 0 3 0 0 0 0 0 6 6 12 +45 mins. 15 0 0 15 1 2 0 3 0 0 0 0 0 1 1 2 Total Volume 65 0 2 67 6 8 0 14 0 0 0 0 0 9 8 17 % App. Total 97 0 3 42.9 57.1 0 0 0 0 0 52.9 47.1 PHF .903 .000 .250 .838 .500 .667 .000 .583 .000 .000 .000 .000 .000 .375 .333 .354 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 07:15 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 13 07:45 AM 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 6 Total 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 28 08:00 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 0 0 0 8 08:15 AM 10 0 0 10 0 0 0 0 0 0 0 0 0 0 1 1 11 08:30 AM 13 0 2 15 0 0 0 0 0 0 0 0 0 0 0 0 15 08:45 AM 11 0 1 12 1 0 0 1 0 0 0 0 0 0 1 1 14 Total 40 0 5 45 1 0 0 1 0 0 0 0 0 0 2 2 48 Grand Total 61 0 8 69 2 1 0 3 0 0 0 0 0 2 2 4 76 Apprch % 88.4 0 11.6 66.7 33.3 0 0 0 0 0 50 50 Total % 80.3 0 10.5 90.8 2.6 1.3 0 3.9 0 0 0 0 0 2.6 2.6 5.3 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 07:15 AM 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:30 AM 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 13 07:45 AM 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 6 Total Volume 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 28 % App. Total 87.5 0 12.5 50 50 0 0 0 0 0 100 0 PHF .525 .000 .375 .545 .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .538 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right3 Thru0 Left 21 Out In Total 0 24 24 Right0 Thru1 Left1 Out In Total 23 2 25 Left0 Thru0 Right0 Out In Total 1 0 1 Left0 Thru2 Right0 Out In Total 4 2 6 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 5 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 10 0 1 11 1 0 0 1 0 0 0 0 0 1 0 1 +45 mins. 3 0 2 5 0 1 0 1 0 0 0 0 0 0 0 0 Total Volume 21 0 3 24 1 1 0 2 0 0 0 0 0 2 0 2 % App. Total 87.5 0 12.5 50 50 0 0 0 0 0 100 0 PHF .525 .000 .375 .545 .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 34 07:15 AM 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 22 07:30 AM 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 31 07:45 AM 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 20 Total 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 107 08:00 AM 3 0 2 5 1 1 0 2 0 0 0 0 0 2 1 3 10 08:15 AM 8 0 1 9 2 5 0 7 0 0 0 0 0 7 2 9 25 08:30 AM 2 0 2 4 0 2 0 2 0 0 0 0 0 1 1 2 8 08:45 AM 1 0 1 2 0 1 0 1 0 0 0 0 0 0 1 1 4 Total 14 0 6 20 3 9 0 12 0 0 0 0 0 10 5 15 47 Grand Total 51 0 13 64 13 28 0 41 0 0 0 0 0 33 16 49 154 Apprch % 79.7 0 20.3 31.7 68.3 0 0 0 0 0 67.3 32.7 Total % 33.1 0 8.4 41.6 8.4 18.2 0 26.6 0 0 0 0 0 21.4 10.4 31.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 34 07:15 AM 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 22 07:30 AM 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 31 07:45 AM 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 20 Total Volume 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 107 % App. Total 84.1 0 15.9 34.5 65.5 0 0 0 0 0 67.6 32.4 PHF .771 .000 .875 .786 .625 .792 .000 .725 .000 .000 .000 .000 .000 .575 .458 .708 .787 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right7 Thru0 Left 37 Out In Total 0 44 44 Right0 Thru 19 Left 10 Out In Total 60 29 89 Left0 Thru0 Right0 Out In Total 21 0 21 Left0 Thru 23 Right 11 Out In Total 26 34 60 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 12 0 2 14 4 4 0 8 0 0 0 0 0 10 2 12 +15 mins. 9 0 2 11 2 3 0 5 0 0 0 0 0 4 2 6 +30 mins. 10 0 1 11 4 6 0 10 0 0 0 0 0 4 6 10 +45 mins. 6 0 2 8 0 6 0 6 0 0 0 0 0 5 1 6 Total Volume 37 0 7 44 10 19 0 29 0 0 0 0 0 23 11 34 % App. Total 84.1 0 15.9 34.5 65.5 0 0 0 0 0 67.6 32.4 PHF .771 .000 .875 .875 .786 .625 .792 .000 .725 .000 .000 .000 .000 .000 .575 .458 .708 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 12 07:30 AM 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 14 07:45 AM 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 8 Total 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 35 08:00 AM 1 0 1 2 1 0 0 1 0 0 0 0 0 0 0 0 3 08:15 AM 5 0 0 5 0 1 0 1 0 0 0 0 0 2 0 2 8 08:30 AM 5 0 0 5 0 0 0 0 0 0 0 0 0 0 1 1 6 08:45 AM 4 0 2 6 3 0 0 3 0 0 0 0 0 0 0 0 9 Total 15 0 3 18 4 1 0 5 0 0 0 0 0 2 1 3 26 Grand Total 36 0 8 44 6 1 0 7 0 0 0 0 0 9 1 10 61 Apprch % 81.8 0 18.2 85.7 14.3 0 0 0 0 0 90 10 Total % 59 0 13.1 72.1 9.8 1.6 0 11.5 0 0 0 0 0 14.8 1.6 16.4 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 12 07:30 AM 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 14 07:45 AM 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 8 Total Volume 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 35 % App. Total 80.8 0 19.2 100 0 0 0 0 0 0 100 0 PHF .583 .000 .417 .542 .250 .000 .000 .250 .000 .000 .000 .000 .000 .438 .000 .438 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79AM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right5 Thru0 Left 21 Out In Total 0 26 26 Right0 Thru0 Left2 Out In Total 28 2 30 Left0 Thru0 Right0 Out In Total 2 0 2 Left0 Thru7 Right0 Out In Total 5 7 12 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 6 0 2 8 0 0 0 0 0 0 0 0 0 4 0 4 +30 mins. 9 0 3 12 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 5 0 0 5 2 0 0 2 0 0 0 0 0 1 0 1 Total Volume 21 0 5 26 2 0 0 2 0 0 0 0 0 7 0 7 % App. Total 80.8 0 19.2 100 0 0 0 0 0 0 100 0 PHF .583 .000 .417 .542 .250 .000 .000 .250 .000 .000 .000 .000 .000 .438 .000 .438 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 344 0 51 395 88 100 0 188 0 0 0 0 0 112 40 152 735 04:15 PM 348 0 41 389 118 140 0 258 0 0 0 0 0 108 54 162 809 04:30 PM 310 0 47 357 82 115 0 197 0 0 0 0 0 115 43 158 712 04:45 PM 338 0 54 392 99 120 0 219 0 0 0 0 0 119 71 190 801 Total 1340 0 193 1533 387 475 0 862 0 0 0 0 0 454 208 662 3057 05:00 PM 369 0 40 409 91 106 0 197 0 0 0 0 0 138 60 198 804 05:15 PM 377 0 35 412 99 106 0 0 205 0 0 0 0 0 110 69 179 796 05:30 PM 364 0 48 412 86 92 0 178 0 0 0 0 0 139 54 193 783 05:45 PM 314 0 24 338 92 106 0 198 0 0 0 0 0 79 41 120 656 Total 1424 0 147 1571 368 410 0 778 0 0 0 0 0 466 224 690 3039 Grand Total 2764 0 340 3104 755 885 0 1640 0 0 0 0 0 920 432 1352 6096 Apprch % 89 0 11 46 54 0 0 0 0 0 68 32 Total % 45.3 0 5.6 50.9 12.4 14.5 0 26.9 0 0 0 0 0 15.1 7.1 22.2 Passenger Vehicles 2719 0 338 3057 740 872 0 1612 0 0 0 0 0 898 425 1323 5992 % Passenger Vehicles 98.4 0 99.4 98.5 98 98.5 0 98.3 0 0 0 0 0 97.6 98.4 97.9 98.3 Large 2 Axle Vehicles 28 0 0 28 11 12 0 23 0 0 0 0 0 12 6 18 69 % Large 2 Axle Vehicles 1 0 0 0.9 1.5 1.4 0 1.4 0 0 0 0 0 1.3 1.4 1.3 1.1 3 Axle Vehicles 5 0 0 5 0 1 0 1 0 0 0 0 0 7 0 7 13 % 3 Axle Vehicles 0.2 0 0 0.2 0 0.1 0 0.1 0 0 0 0 0 0.8 0 0.5 0.2 4 Axle Trucks 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 % 4 Axle Trucks 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 10 0 2 12 4 0 0 4 0 0 0 0 0 3 1 4 20 % 5+ Axle Trucks 0.4 0 0.6 0.4 0.5 0 0 0.2 0 0 0 0 0 0.3 0.2 0.3 0.3 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 338 0 54 392 99 120 0 219 0 0 0 0 0 119 71 190 801 05:00 PM 369 0 40 409 91 106 0 197 0 0 0 0 0 138 60 198 804 05:15 PM 377 0 35 412 99 106 0 205 0 0 0 0 0 110 69 179 796 05:30 PM 364 0 48 412 86 92 0 178 0 0 0 0 0 139 54 193 783 Total Volume 1448 0 177 1625 375 424 0 799 0 0 0 0 0 506 254 760 3184 % App. Total 89.1 0 10.9 46.9 53.1 0 0 0 0 0 66.6 33.4 PHF .960 .000 .819 .986 .947 .883 .000 .912 .000 .000 .000 .000 .000 .910 .894 .960 .990 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 177 Thru0 Left 1448 Out In Total 0 1625 1625 Right0 Thru 424 Left 375 Out In Total 1954 799 2753 Left0 Thru0 Right0 Out In Total 629 0 629 Left0 Thru 506 Right 254 Out In Total 601 760 1361 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:45 PM +0 mins. 338 0 54 392 118 140 0 258 0 0 0 0 0 119 71 190 +15 mins. 369 0 40 409 82 115 0 197 0 0 0 0 0 138 60 198 +30 mins. 377 0 35 412 99 120 0 219 0 0 0 0 0 110 69 179 +45 mins. 364 0 48 412 91 106 0 197 197 0 0 0 0 0 139 54 193 Total Volume 1448 0 177 1625 390 481 0 871 0 0 0 0 0 506 254 760 % App. Total 89.1 0 10.9 44.8 55.2 0 0 0 0 0 66.6 33.4 PHF .960 .000 .819 .986 .826 .859 .000 .844 .000 .000 .000 .000 .000 .910 .894 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 338 0 51 389 88 100 0 188 0 0 0 0 0 110 37 147 724 04:15 PM 342 0 40 382 117 137 0 254 0 0 0 0 0 102 54 156 792 04:30 PM 306 0 47 353 82 113 0 195 0 0 0 0 0 113 43 156 704 04:45 PM 333 0 54 387 96 118 0 214 0 0 0 0 0 114 70 184 785 Total 1319 0 192 1511 383 468 0 851 0 0 0 0 0 439 204 643 3005 05:00 PM 364 0 39 403 89 103 0 192 0 0 0 0 0 136 60 196 791 05:15 PM 372 0 35 407 93 106 0 199 0 0 0 0 0 110 68 178 784 05:30 PM 362 0 48 410 85 91 0 176 0 0 0 0 0 0 137 52 189 775 05:45 PM 302 0 24 326 90 104 0 194 0 0 0 0 0 76 41 117 637 Total 1400 0 146 1546 357 404 0 761 0 0 0 0 0 459 221 680 2987 Grand Total 2719 0 338 3057 740 872 0 1612 0 0 0 0 0 898 425 1323 5992 Apprch % 88.9 0 11.1 45.9 54.1 0 0 0 0 0 67.9 32.1 Total % 45.4 0 5.6 51 12.3 14.6 0 26.9 0 0 0 0 0 15 7.1 22.1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 333 0 54 387 96 118 0 214 0 0 0 0 0 114 70 184 785 05:00 PM 364 0 39 403 89 103 0 192 0 0 0 0 0 136 60 196 791 05:15 PM 372 0 35 407 93 106 0 199 0 0 0 0 0 110 68 178 784 05:30 PM 362 0 48 410 85 91 0 176 0 0 0 0 0 137 52 189 775 Total Volume 1431 0 176 1607 363 418 0 781 0 0 0 0 0 497 250 747 3135 % App. Total 89 0 11 46.5 53.5 0 0 0 0 0 66.5 33.5 PHF .962 .000 .815 .980 .945 .886 .000 .912 .000 .000 .000 .000 .000 .907 .893 .953 .991 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right 176 Thru0 Left 1431 Out In Total 0 1607 1607 Right0 Thru 418 Left 363 Out In Total 1928 781 2709 Left0 Thru0 Right0 Out In Total 613 0 613 Left0 Thru 497 Right 250 Out In Total 594 747 1341 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:15 PM 04:00 PM 04:45 PM +0 mins. 333 0 54 387 117 137 0 254 0 0 0 0 0 114 70 184 +15 mins. 364 0 39 403 82 113 0 195 0 0 0 0 0 136 60 196 +30 mins. 372 0 35 407 96 118 0 214 0 0 0 0 0 110 68 178 +45 mins. 362 0 48 410 89 103 0 192 0 0 0 0 0 137 52 189 Total Volume 1431 0 176 1607 384 471 0 855 0 0 0 0 0 497 250 747 % App. Total 89 0 11 44.9 55.1 0 0 0 0 0 66.5 33.5 PHF .962 .000 .815 .980 .821 .859 .000 .842 .000 .000 .000 .000 .000 .907 .893 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 0 0 5 0 0 0 0 0 0 0 0 0 1 3 4 9 04:15 PM 3 0 0 3 1 3 0 4 0 0 0 0 0 5 0 5 12 04:30 PM 3 0 0 3 0 2 0 2 0 0 0 0 0 1 0 1 6 04:45 PM 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 10 Total 14 0 0 14 3 7 0 10 0 0 0 0 0 9 4 13 37 05:00 PM 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 6 05:15 PM 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 7 05:30 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4 05:45 PM 9 0 0 9 2 2 0 4 0 0 0 0 0 2 0 2 15 Total 14 0 0 14 8 5 0 13 0 0 0 0 0 3 2 5 32 Grand Total 28 0 0 28 11 12 0 23 0 0 0 0 0 12 6 18 69 Apprch % 100 0 0 47.8 52.2 0 0 0 0 0 66.7 33.3 Total % 40.6 0 0 40.6 15.9 17.4 0 33.3 0 0 0 0 0 17.4 8.7 26.1 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 10 05:00 PM 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 6 05:15 PM 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 7 05:30 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4 Total Volume 8 0 0 8 8 5 0 13 0 0 0 0 0 3 3 6 27 % App. Total 100 0 0 61.5 38.5 0 0 0 0 0 50 50 PHF .667 .000 .000 .667 .500 .625 .000 .813 .000 .000 .000 .000 .000 .375 .750 .500 .675 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left8 Out In Total 0 8 8 Right0 Thru5 Left8 Out In Total 11 13 24 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru3 Right3 Out In Total 5 6 11 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 3 0 0 3 2 2 0 4 0 0 0 0 0 2 1 3 +15 mins. 2 0 0 2 2 2 0 4 0 0 0 0 0 0 0 0 +30 mins. 2 0 0 2 4 0 0 4 0 0 0 0 0 0 1 1 +45 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 1 1 2 Total Volume 8 0 0 8 8 5 0 13 0 0 0 0 0 3 3 6 % App. Total 100 0 0 61.5 38.5 0 0 0 0 0 50 50 PHF .667 .000 .000 .667 .500 .625 .000 .813 .000 .000 .000 .000 .000 .000 .375 .750 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 04:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 3 0 0 3 0 0 0 0 0 0 0 0 0 4 0 4 7 05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 0 0 2 0 1 0 1 0 0 0 0 0 3 0 3 6 Grand Total 5 0 0 5 0 1 0 1 0 0 0 0 0 7 0 7 13 Apprch % 100 0 0 0 100 0 0 0 0 0 100 0 Total % 38.5 0 0 38.5 0 7.7 0 7.7 0 0 0 0 0 53.8 0 53.8 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 05:00 PM 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 4 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 Total Volume 3 0 0 3 0 1 0 1 0 0 0 0 0 4 0 4 8 % App. Total 100 0 0 0 100 0 0 0 0 0 100 0 PHF .750 .000 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left3 Out In Total 0 3 3 Right0 Thru1 Left0 Out In Total 7 1 8 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru4 Right0 Out In Total 1 4 5 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 1 0 0 1 0 1 0 1 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 3 0 0 3 0 1 0 1 0 0 0 0 0 4 0 4 % App. Total 100 0 0 0 100 0 0 0 0 0 100 0 PHF .750 .000 .000 .750 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Grand Total 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Apprch % 100 0 0 0 0 0 0 0 0 0 0 0 Total % 100 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right0 Thru0 Left1 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 100 0 0 0 0 0 0 0 0 0 0 0 PHF .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 PM 2 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 4 Total 4 0 1 5 1 0 0 1 0 0 0 0 0 2 0 2 8 05:00 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 5 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 05:45 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 Total 6 0 1 7 3 0 0 3 0 0 0 0 0 1 1 2 12 Grand Total 10 0 2 12 4 0 0 4 0 0 0 0 0 3 1 4 20 Apprch % 83.3 0 16.7 100 0 0 0 0 0 0 75 25 Total % 50 0 10 60 20 0 0 20 0 0 0 0 0 15 5 20 I-15 Southbound Off Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Southbound On Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 4 05:00 PM 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 5 05:30 PM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 2 Total Volume 5 0 1 6 4 0 0 4 0 0 0 0 0 2 1 3 13 % App. Total 83.3 0 16.7 100 0 0 0 0 0 0 66.7 33.3 PHF .417 .000 .250 .500 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 .650 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15S79PM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Southbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Southbound Off Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Southbound On Ramps Right1 Thru0 Left5 Out In Total 0 6 6 Right0 Thru0 Left4 Out In Total 7 4 11 Left0 Thru0 Right0 Out In Total 5 0 5 Left0 Thru2 Right1 Out In Total 1 3 4 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 1 0 0 1 1 0 0 1 0 0 0 0 0 2 0 2 +15 mins. 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 3 0 0 3 2 0 0 2 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 Total Volume 5 0 1 6 4 0 0 4 0 0 0 0 0 2 1 3 % App. Total 83.3 0 16.7 100 0 0 0 0 0 0 66.7 33.3 PHF .417 .000 .250 .500 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .250 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 297 353 650 18 0 73 91 15 317 0 332 1073 07:15 AM 0 0 0 0 0 299 371 670 22 0 88 110 16 334 0 350 1130 07:30 AM 0 0 0 0 0 272 350 622 43 0 94 137 23 291 0 314 1073 07:45 AM 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 1199 Total 0 0 0 0 0 1165 1474 2639 115 0 346 461 74 1301 0 1375 4475 08:00 AM 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 1063 08:15 AM 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 1154 08:30 AM 0 0 0 0 0 241 364 605 24 0 94 118 22 351 0 373 1096 08:45 AM 0 0 0 0 0 212 423 635 25 0 81 106 17 335 0 352 1093 Total 0 0 0 0 0 935 1585 2520 113 0 364 477 90 1319 0 1409 4406 Grand Total 0 0 0 0 0 2100 3059 5159 228 0 710 938 164 2620 0 2784 8881 Apprch % 0 0 0 0 40.7 59.3 24.3 0 75.7 5.9 94.1 0 Total % 0 0 0 0 0 23.6 34.4 58.1 2.6 0 8 10.6 1.8 29.5 0 31.3 Passenger Vehicles 0 0 0 0 0 2023 2860 4883 222 0 663 885 141 2304 0 2445 8213 % Passenger Vehicles 0 0 0 0 0 96.3 93.5 94.7 97.4 0 93.4 94.3 86 87.9 0 87.8 92.5 Large 2 Axle Vehicles 0 0 0 0 0 26 64 90 6 0 37 43 6 139 0 145 278 % Large 2 Axle Vehicles 0 0 0 0 0 1.2 2.1 1.7 2.6 0 5.2 4.6 3.7 5.3 0 5.2 3.1 3 Axle Vehicles 0 0 0 0 0 3 80 83 0 0 7 7 12 48 0 60 150 % 3 Axle Vehicles 0 0 0 0 0 0.1 2.6 1.6 0 0 1 0.7 7.3 1.8 0 2.2 1.7 4 Axle Trucks 0 0 0 0 0 42 9 51 0 0 1 1 2 83 0 85 137 % 4 Axle Trucks 0 0 0 0 0 2 0.3 1 0 0 0.1 0.1 1.2 3.2 0 3.1 1.5 5+ Axle Trucks 0 0 0 0 0 6 46 52 0 0 2 2 3 46 0 49 103 % 5+ Axle Trucks 0 0 0 0 0 0.3 1.5 1 0 0 0.3 0.2 1.8 1.8 0 1.8 1.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 1199 08:00 AM 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 1063 08:15 AM 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 1154 08:30 AM 0 0 0 0 0 241 364 605 24 0 94 118 22 351 0 373 1096 Total Volume 0 0 0 0 0 1020 1562 2582 120 0 374 494 93 1343 0 1436 4512 % App. Total 0 0 0 0 39.5 60.5 24.3 0 75.7 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .859 .919 .926 .833 .000 .935 .908 .802 .935 .000 .947 .941 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1655 0 1655 Right 1562 Thru 1020 Left0 Out In Total 1717 2582 4299 Left 120 Thru0 Right 374 Out In Total 0 494 494 Left 93 Thru 1343 Right0 Out In Total 1140 1436 2576 Peak Hour Begins at 07:45 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 297 400 697 32 0 91 123 20 359 0 379 +15 mins. 0 0 0 0 0 228 373 601 36 0 100 136 29 297 0 326 +30 mins. 0 0 0 0 0 254 425 679 28 0 89 117 22 336 0 358 +45 mins. 0 0 0 0 0 241 364 605 605 24 0 94 118 22 351 0 373 Total Volume 0 0 0 0 0 1020 1562 2582 120 0 374 494 93 1343 0 1436 % App. Total 0 0 0 0 39.5 60.5 24.3 0 75.7 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .859 .919 .926 .833 .000 .935 .908 .802 .935 .000 .947 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 281 336 617 18 0 61 79 12 266 0 278 974 07:15 AM 0 0 0 0 0 291 351 642 22 0 84 106 13 290 0 303 1051 07:30 AM 0 0 0 0 0 261 338 599 42 0 90 132 19 243 0 262 993 07:45 AM 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 1121 Total 0 0 0 0 0 1119 1401 2520 114 0 322 436 62 1121 0 1183 4139 08:00 AM 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 983 08:15 AM 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 1049 08:30 AM 0 0 0 0 0 234 344 578 22 0 86 86 108 20 314 0 334 1020 08:45 AM 0 0 0 0 0 204 392 596 25 0 79 104 14 308 0 322 1022 Total 0 0 0 0 0 904 1459 2363 108 0 341 449 79 1183 0 1262 4074 Grand Total 0 0 0 0 0 2023 2860 4883 222 0 663 885 141 2304 0 2445 8213 Apprch % 0 0 0 0 41.4 58.6 25.1 0 74.9 5.8 94.2 0 Total % 0 0 0 0 0 24.6 34.8 59.5 2.7 0 8.1 10.8 1.7 28.1 0 29.8 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 1121 08:00 AM 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 983 08:15 AM 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 1049 08:30 AM 0 0 0 0 0 234 344 578 22 0 86 108 20 314 0 334 1020 Total Volume 0 0 0 0 0 986 1443 2429 115 0 349 464 83 1197 0 1280 4173 % App. Total 0 0 0 0 40.6 59.4 24.8 0 75.2 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .862 .930 .917 .821 .000 .909 .885 .769 .929 .000 .941 .931 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1526 0 1526 Right 1443 Thru 986 Left0 Out In Total 1546 2429 3975 Left 115 Thru0 Right 349 Out In Total 0 464 464 Left 83 Thru 1197 Right0 Out In Total 1101 1280 2381 Peak Hour Begins at 07:45 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 286 376 662 32 0 87 119 18 322 0 340 +15 mins. 0 0 0 0 0 224 335 559 35 0 96 131 27 266 0 293 +30 mins. 0 0 0 0 0 242 388 630 26 0 80 106 18 295 0 313 +45 mins. 0 0 0 0 0 234 344 578 22 0 86 108 20 314 0 334 Total Volume 0 0 0 0 0 986 1443 2429 115 0 349 464 83 1197 0 1280 % App. Total 0 0 0 0 40.6 59.4 24.8 0 75.2 6.5 93.5 0 PHF .000 .000 .000 .000 .000 .862 .930 .917 .821 .000 .909 .885 .769 .929 .000 .941 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 7 6 13 0 0 10 10 0 18 0 18 41 07:15 AM 0 0 0 0 0 1 10 11 0 0 4 4 0 19 0 19 34 07:30 AM 0 0 0 0 0 1 3 4 1 0 3 4 2 16 0 18 26 07:45 AM 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 27 Total 0 0 0 0 0 12 25 37 1 0 17 18 2 71 0 73 128 08:00 AM 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 37 08:15 AM 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 42 08:30 AM 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 38 08:45 AM 0 0 0 0 0 3 13 16 0 0 2 2 2 13 0 15 33 Total 0 0 0 0 0 14 39 53 5 0 20 25 4 68 0 72 150 Grand Total 0 0 0 0 0 26 64 90 6 0 37 43 6 139 0 145 278 Apprch % 0 0 0 0 28.9 71.1 14 0 86 4.1 95.9 0 Total % 0 0 0 0 0 9.4 23 32.4 2.2 0 13.3 15.5 2.2 50 0 52.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 27 08:00 AM 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 37 08:15 AM 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 42 08:30 AM 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 38 Total Volume 0 0 0 0 0 14 32 46 5 0 18 23 2 73 0 75 144 % App. Total 0 0 0 0 30.4 69.6 21.7 0 78.3 2.7 97.3 0 PHF .000 .000 .000 .000 .000 .700 .727 .821 .625 .000 .563 .575 .250 .913 .000 .938 .857 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 34 0 34 Right 32 Thru 14 Left0 Out In Total 91 46 137 Left5 Thru0 Right 18 Out In Total 0 23 23 Left2 Thru 73 Right0 Out In Total 19 75 94 Peak Hour Begins at 07:45 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 3 6 9 0 0 0 0 0 18 0 18 +15 mins. 0 0 0 0 0 2 11 13 1 0 3 4 0 20 0 20 +30 mins. 0 0 0 0 0 4 10 14 2 0 7 9 2 17 0 19 +45 mins. 0 0 0 0 0 5 5 10 2 0 8 10 0 18 0 18 Total Volume 0 0 0 0 0 14 32 46 5 0 18 23 2 73 0 75 % App. Total 0 0 0 0 30.4 69.6 21.7 0 78.3 2.7 97.3 0 PHF .000 .000 .000 .000 .000 .000 .700 .727 .821 .625 .000 .563 .575 .250 .913 .000 .938 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 6 6 0 0 1 1 3 2 0 5 12 07:15 AM 0 0 0 0 0 1 4 5 0 0 0 0 1 2 0 3 8 07:30 AM 0 0 0 0 0 0 3 3 0 0 1 1 1 9 0 10 14 07:45 AM 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 22 Total 0 0 0 0 0 2 28 30 0 0 5 5 6 15 0 21 56 08:00 AM 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 20 08:15 AM 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 25 08:30 AM 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 25 08:45 AM 0 0 0 0 0 1 13 14 0 0 0 0 1 9 0 10 24 Total 0 0 0 0 0 1 52 53 0 0 2 2 6 33 0 39 94 Grand Total 0 0 0 0 0 3 80 83 0 0 7 7 12 48 0 60 150 Apprch % 0 0 0 0 3.6 96.4 0 0 100 20 80 0 Total % 0 0 0 0 0 2 53.3 55.3 0 0 4.7 4.7 8 32 0 40 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 22 08:00 AM 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 20 08:15 AM 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 25 08:30 AM 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 25 Total Volume 0 0 0 0 0 1 54 55 0 0 5 5 6 26 0 32 92 % App. Total 0 0 0 0 1.8 98.2 0 0 100 18.8 81.2 0 PHF .000 .000 .000 .000 .000 .250 .900 .859 .000 .000 .417 .417 .750 .591 .000 .615 .920 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 60 0 60 Right 54 Thru1 Left0 Out In Total 31 55 86 Left0 Thru0 Right5 Out In Total 0 5 5 Left6 Thru 26 Right0 Out In Total 1 32 33 Peak Hour Begins at 07:45 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 1 15 16 0 0 3 3 1 2 0 3 +15 mins. 0 0 0 0 0 0 13 13 0 0 1 1 2 4 0 6 +30 mins. 0 0 0 0 0 0 14 14 0 0 1 1 1 9 0 10 +45 mins. 0 0 0 0 0 0 12 12 0 0 0 0 2 11 0 13 Total Volume 0 0 0 0 0 1 54 55 0 0 5 5 6 26 0 32 % App. Total 0 0 0 0 1.8 98.2 0 0 100 18.8 81.2 0 PHF .000 .000 .000 .000 .000 .250 .900 .859 .000 .000 .417 .417 .750 .591 .000 .615 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 9 2 11 0 0 1 1 0 24 0 24 36 07:15 AM 0 0 0 0 0 6 1 7 0 0 0 0 2 13 0 15 22 07:30 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 14 0 14 24 07:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 Total 0 0 0 0 0 31 3 34 0 0 1 1 2 63 0 65 100 08:00 AM 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 9 08:15 AM 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 7 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 Total 0 0 0 0 0 11 6 17 0 0 0 0 0 20 0 20 37 Grand Total 0 0 0 0 0 0 42 9 51 0 0 1 1 2 83 0 85 137 Apprch % 0 0 0 0 82.4 17.6 0 0 100 2.4 97.6 0 Total % 0 0 0 0 0 30.7 6.6 37.2 0 0 0.7 0.7 1.5 60.6 0 62 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 08:00 AM 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 9 08:15 AM 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 7 Total Volume 0 0 0 0 0 16 6 22 0 0 0 0 0 31 0 31 53 % App. Total 0 0 0 0 72.7 27.3 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .571 .750 .611 .000 .000 .000 .000 .000 .646 .000 .646 .697 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right6 Thru 16 Left0 Out In Total 31 22 53 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 31 Right0 Out In Total 16 31 47 Peak Hour Begins at 07:45 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 +15 mins. 0 0 0 0 0 1 2 3 0 0 0 0 0 6 0 6 +30 mins. 0 0 0 0 0 7 2 9 0 0 0 0 0 10 0 10 +45 mins. 0 0 0 0 0 2 2 4 0 0 0 0 0 3 0 3 Total Volume 0 0 0 0 0 16 6 22 0 0 0 0 0 31 0 31 % App. Total 0 0 0 0 72.7 27.3 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .571 .750 .611 .000 .000 .000 .000 .000 .646 .000 .646 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 3 3 0 0 0 0 0 7 0 7 10 07:15 AM 0 0 0 0 0 0 5 5 0 0 0 0 0 10 0 10 15 07:30 AM 0 0 0 0 0 0 6 6 0 0 0 0 1 9 0 10 16 07:45 AM 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 11 Total 0 0 0 0 0 1 17 18 0 0 1 1 2 31 0 33 52 08:00 AM 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 14 08:15 AM 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 19 08:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 6 08:45 AM 0 0 0 0 0 3 5 8 0 0 0 0 0 4 0 4 12 Total 0 0 0 0 0 5 29 34 0 0 1 1 1 15 0 16 51 Grand Total 0 0 0 0 0 0 6 46 52 0 0 2 2 3 46 0 49 103 Apprch % 0 0 0 0 11.5 88.5 0 0 100 6.1 93.9 0 Total % 0 0 0 0 0 5.8 44.7 50.5 0 0 1.9 1.9 2.9 44.7 0 47.6 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 11 08:00 AM 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 14 08:15 AM 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 19 08:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 6 Total Volume 0 0 0 0 0 3 27 30 0 0 2 2 2 16 0 18 50 % App. Total 0 0 0 0 10 90 0 0 100 11.1 88.9 0 PHF .000 .000 .000 .000 .000 .750 .563 .577 .000 .000 .500 .500 .500 .800 .000 .750 .658 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79AM Site Code : 06738702 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 29 0 29 Right 27 Thru3 Left0 Out In Total 18 30 48 Left0 Thru0 Right2 Out In Total 0 2 2 Left2 Thru 16 Right0 Out In Total 3 18 21 Peak Hour Begins at 07:45 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 1 3 4 0 0 1 1 1 5 0 6 +15 mins. 0 0 0 0 0 1 12 13 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 1 11 12 0 0 1 1 1 5 0 6 +45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 5 0 5 Total Volume 0 0 0 0 0 3 27 30 0 0 2 2 2 16 0 18 % App. Total 0 0 0 0 10 90 0 0 100 11.1 88.9 0 PHF .000 .000 .000 .000 .000 .750 .563 .577 .577 .000 .000 .500 .500 .500 .800 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 145 372 517 52 0 167 219 45 419 0 464 1200 Total 0 0 0 0 0 145 372 517 52 0 167 219 45 419 0 464 1200 04:00 PM 0 0 0 0 0 139 370 509 71 0 211 282 38 390 0 428 1219 04:15 PM 0 0 0 0 0 173 349 522 46 1 203 250 30 434 0 464 1236 04:30 PM 0 0 0 0 0 127 311 438 64 0 221 285 34 360 0 394 1117 04:45 PM 0 0 0 0 0 157 322 479 48 0 215 263 41 431 0 472 1214 Total 0 0 0 0 0 596 1352 1948 229 1 850 1080 143 1615 0 1758 4786 05:00 PM 0 0 0 0 0 150 336 486 57 0 254 311 38 443 0 481 1278 05:15 PM 0 0 0 0 0 146 296 442 44 0 217 261 35 461 0 496 1199 05:30 PM 0 0 0 0 0 116 321 437 50 1 267 318 34 426 0 460 1215 05:45 PM 0 0 0 0 0 143 351 494 46 1 232 279 35 394 0 429 1202 Total 0 0 0 0 0 555 1304 1859 197 2 970 1169 142 1724 0 1866 4894 Grand Total 0 0 0 0 0 1296 3028 4324 478 3 1987 2468 330 3758 0 4088 10880 Apprch % 0 0 0 0 30 70 19.4 0.1 80.5 8.1 91.9 0 Total % 0 0 0 0 0 11.9 27.8 39.7 4.4 0 18.3 22.7 3 34.5 0 37.6 Passenger Vehicles 0 0 0 0 0 1263 2896 4159 471 3 1972 2446 317 3699 0 4016 10621 % Passenger Vehicles 0 0 0 0 0 97.5 95.6 96.2 98.5 100 99.2 99.1 96.1 98.4 0 98.2 97.6 Large 2 Axle Vehicles 0 0 0 0 0 26 82 108 6 0 14 20 9 38 0 47 175 % Large 2 Axle Vehicles 0 0 0 0 0 2 2.7 2.5 1.3 0 0.7 0.8 2.7 1 0 1.1 1.6 3 Axle Vehicles 0 0 0 0 0 2 30 32 1 0 1 2 1 9 0 10 44 % 3 Axle Vehicles 0 0 0 0 0 0.2 1 0.7 0.2 0 0.1 0.1 0.3 0.2 0 0.2 0.4 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 % % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0.6 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 5 20 25 0 0 0 0 1 12 0 13 38 % 5+ Axle Trucks 0 0 0 0 0 0.4 0.7 0.6 0 0 0 0 0.3 0.3 0 0.3 0.3 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 157 322 479 48 0 215 263 41 431 0 472 1214 05:00 PM 0 0 0 0 0 150 336 486 57 0 254 311 38 443 0 481 1278 05:15 PM 0 0 0 0 0 146 296 442 44 0 217 261 35 461 0 496 1199 05:30 PM 0 0 0 0 0 116 321 437 50 1 267 318 34 426 0 460 1215 Total Volume 0 0 0 0 0 569 1275 1844 199 1 953 1153 148 1761 0 1909 4906 % App. Total 0 0 0 0 30.9 69.1 17.3 0.1 82.7 7.8 92.2 0 PHF .000 .000 .000 .000 .000 .906 .949 .949 .873 .250 .892 .906 .902 .955 .000 .962 .960 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1424 0 1424 Right 1275 Thru 569 Left0 Out In Total 2714 1844 4558 Left 199 Thru1 Right 953 Out In Total 0 1153 1153 Left 148 Thru 1761 Right0 Out In Total 768 1909 2677 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 03:45 PM 05:00 PM 04:45 PM +0 mins. 0 0 0 0 0 145 372 517 57 0 254 311 41 431 0 472 +15 mins. 0 0 0 0 0 139 370 509 44 0 217 261 38 443 0 481 +30 mins. 0 0 0 0 0 173 349 522 50 1 267 318 35 461 0 496 +45 mins. 0 0 0 0 0 127 311 438 46 1 232 279 34 426 0 460 Total Volume 0 0 0 0 0 584 1402 1986 197 2 970 1169 148 1761 0 1909 % App. Total 0 0 0 0 29.4 70.6 16.9 0.2 83 7.8 92.2 0 PHF .000 .000 .000 .000 .000 .844 .942 .951 .864 .500 .908 .919 .902 .955 .000 .962 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 143 355 498 51 0 163 214 44 411 0 455 1167 Total 0 0 0 0 0 143 355 498 51 0 163 214 44 411 0 455 1167 04:00 PM 0 0 0 0 0 137 337 474 71 0 209 280 38 383 0 421 1175 04:15 PM 0 0 0 0 0 166 329 495 46 1 202 249 26 426 0 452 1196 04:30 PM 0 0 0 0 0 124 301 425 64 0 219 283 33 356 0 389 1097 04:45 PM 0 0 0 0 0 151 310 461 46 0 213 259 40 425 0 465 1185 Total 0 0 0 0 0 578 1277 1855 227 1 843 1071 137 1590 0 1727 4653 05:00 PM 0 0 0 0 0 146 320 466 466 55 0 253 308 37 437 0 474 1248 05:15 PM 0 0 0 0 0 140 285 425 44 0 215 259 35 457 0 492 1176 05:30 PM 0 0 0 0 0 116 312 428 48 1 267 316 33 421 0 454 1198 05:45 PM 0 0 0 0 0 140 347 487 46 1 231 278 31 383 0 414 1179 Total 0 0 0 0 0 542 1264 1806 193 2 966 1161 136 1698 0 1834 4801 Grand Total 0 0 0 0 0 1263 2896 4159 471 3 1972 2446 317 3699 0 4016 10621 Apprch % 0 0 0 0 30.4 69.6 19.3 0.1 80.6 7.9 92.1 0 Total % 0 0 0 0 0 11.9 27.3 39.2 4.4 0 18.6 23 3 34.8 0 37.8 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 151 310 461 46 0 213 259 40 425 0 465 1185 05:00 PM 0 0 0 0 0 146 320 466 55 0 253 308 37 437 0 474 1248 05:15 PM 0 0 0 0 0 140 285 425 44 0 215 259 35 457 0 492 1176 05:30 PM 0 0 0 0 0 116 312 428 48 1 267 316 33 421 0 454 1198 Total Volume 0 0 0 0 0 553 1227 1780 193 1 948 1142 145 1740 0 1885 4807 % App. Total 0 0 0 0 31.1 68.9 16.9 0.1 83 7.7 92.3 0 PHF .000 .000 .000 .000 .000 .916 .959 .955 .877 .250 .888 .903 .906 .952 .000 .958 .963 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1373 0 1373 Right 1227 Thru 553 Left0 Out In Total 2688 1780 4468 Left 193 Thru1 Right 948 Out In Total 0 1142 1142 Left 145 Thru 1740 Right0 Out In Total 746 1885 2631 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 03:45 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:45 PM 03:45 PM 05:00 PM 04:45 PM +0 mins. 0 0 0 0 0 143 355 498 55 0 253 308 40 425 0 465 +15 mins. 0 0 0 0 0 137 337 474 44 0 215 259 37 437 0 474 +30 mins. 0 0 0 0 0 166 329 495 48 1 267 316 35 457 0 492 +45 mins. 0 0 0 0 0 124 301 425 46 1 231 278 33 421 0 454 Total Volume 0 0 0 0 0 570 1322 1892 193 2 966 1161 145 1740 0 1885 % App. Total 0 0 0 0 30.1 69.9 16.6 0.2 83.2 7.7 92.3 0 PHF .000 .000 .000 .000 .000 .858 .931 .950 .877 .500 .904 .919 .906 .952 .000 .958 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 1 6 7 1 0 4 5 1 6 0 7 19 Total 0 0 0 0 0 1 6 7 1 0 4 5 1 6 0 7 19 04:00 PM 0 0 0 0 0 2 18 20 0 0 2 2 0 5 0 5 27 04:15 PM 0 0 0 0 0 7 9 16 0 0 1 1 4 4 0 8 25 04:30 PM 0 0 0 0 0 2 6 8 0 0 2 2 1 3 0 4 14 04:45 PM 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 23 Total 0 0 0 0 0 15 43 58 2 0 7 9 6 16 0 22 89 05:00 PM 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 24 05:15 PM 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 14 05:30 PM 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 11 05:45 PM 0 0 0 0 0 3 3 6 0 0 1 1 2 9 0 11 18 Total 0 0 0 0 0 10 33 43 3 0 3 6 2 16 0 18 67 Grand Total 0 0 0 0 0 26 82 108 6 0 14 20 9 38 0 47 175 Apprch % 0 0 0 0 24.1 75.9 30 0 70 19.1 80.9 0 Total % 0 0 0 0 0 14.9 46.9 61.7 3.4 0 8 11.4 5.1 21.7 0 26.9 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 23 05:00 PM 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 24 05:15 PM 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 14 05:30 PM 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 11 Total Volume 0 0 0 0 0 11 40 51 5 0 4 9 1 11 0 12 72 % App. Total 0 0 0 0 21.6 78.4 55.6 0 44.4 8.3 91.7 0 PHF .000 .000 .000 .000 .000 .688 .625 .638 .625 .000 .500 .563 .250 .688 .000 .600 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 41 0 41 Right 40 Thru 11 Left0 Out In Total 15 51 66 Left5 Thru0 Right4 Out In Total 0 9 9 Left1 Thru 11 Right0 Out In Total 16 12 28 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 4 10 14 2 0 2 4 1 4 0 5 +15 mins. 0 0 0 0 0 4 16 20 1 0 1 2 0 2 0 2 +30 mins. 0 0 0 0 0 3 8 11 0 0 1 1 0 2 0 2 +45 mins. 0 0 0 0 0 0 6 6 2 0 0 2 0 3 0 3 Total Volume 0 0 0 0 0 11 40 51 5 0 4 9 1 11 0 12 % App. Total 0 0 0 0 21.6 78.4 55.6 0 44.4 8.3 91.7 0 PHF .000 .000 .000 .000 .000 .688 .625 .638 .625 .000 .500 .563 .250 .688 .000 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 1 6 7 0 0 0 0 0 2 0 2 9 Total 0 0 0 0 0 1 6 7 0 0 0 0 0 2 0 2 9 04:00 PM 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 11 04:15 PM 0 0 0 0 0 0 8 8 0 0 0 0 0 2 0 2 10 04:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 Total 0 0 0 0 0 0 23 23 0 0 0 0 0 4 0 4 27 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3 05:15 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 1 2 1 0 1 2 1 3 0 4 8 Grand Total 0 0 0 0 0 2 30 32 1 0 1 2 1 9 0 10 44 Apprch % 0 0 0 0 6.2 93.8 50 0 50 10 90 0 Total % 0 0 0 0 0 4.5 68.2 72.7 2.3 0 2.3 4.5 2.3 20.5 0 22.7 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 3 05:15 PM 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 Total Volume 0 0 0 0 0 1 2 3 1 0 1 2 1 4 0 5 10 % App. Total 0 0 0 0 33.3 66.7 50 0 50 20 80 0 PHF .000 .000 .000 .000 .000 .250 .500 .375 .250 .000 .250 .500 .250 .500 .000 .625 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 3 0 3 Right2 Thru1 Left0 Out In Total 5 3 8 Left1 Thru0 Right1 Out In Total 0 2 2 Left1 Thru4 Right0 Out In Total 2 5 7 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 2 +30 mins. 0 0 0 0 0 1 1 2 0 0 1 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 Total Volume 0 0 0 0 0 1 2 3 1 0 1 2 1 4 0 5 % App. Total 0 0 0 0 33.3 66.7 50 0 50 20 80 0 PHF .000 .000 .000 .000 .000 .250 .500 .375 .250 .000 .250 .500 .250 .500 .000 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Apprch % 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left1 Thru0 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 03:45 PM 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 5 04:00 PM 0 0 0 0 0 0 4 4 0 0 0 0 0 2 0 2 6 04:15 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 2 0 2 5 04:30 PM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 2 04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 4 Total 0 0 0 0 0 3 9 12 0 0 0 0 0 5 0 5 17 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 05:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 0 1 1 0 0 0 0 1 2 0 3 4 Total 0 0 0 0 0 2 6 8 0 0 0 0 1 7 0 8 16 Grand Total 0 0 0 0 0 5 20 25 0 0 0 0 1 12 0 13 38 Apprch % 0 0 0 0 20 80 0 0 0 7.7 92.3 0 Total % 0 0 0 0 0 13.2 52.6 65.8 0 0 0 0 2.6 31.6 0 34.2 I-15 Northbound On Ramps Southbound SR-79 (Winchester Road) Westbound I-15 Northbound Off Ramps Northbound SR-79 (Winchester Road) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 4 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6 05:30 PM 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 4 Total Volume 0 0 0 0 0 4 6 10 0 0 0 0 0 6 0 6 16 % App. Total 0 0 0 0 40 60 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .500 .625 .000 .000 .000 .000 .000 .750 .000 .750 .667 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TE15N79PM Site Code : 06738701 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: I-15 Northbound On/Off Ramps E/W: SR-79 (Winchester Road) Weather: Sunny I-15 Northbound On Ramps SR-79 (Winchester Road) SR-79 (Winchester Road) I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right6 Thru4 Left0 Out In Total 6 10 16 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru6 Right0 Out In Total 4 6 10 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 2 1 3 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 3 3 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 4 6 10 0 0 0 0 0 6 0 6 % App. Total 0 0 0 0 40 60 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .500 .625 .000 .000 .000 .000 .000 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 32 1 54 87 2 453 14 469 3 1 7 11 11 376 1 388 955 07:15 AM 37 0 60 97 3 568 43 614 4 0 2 6 9 377 3 389 1106 07:30 AM 36 3 48 87 5 583 47 635 6 0 1 7 15 409 3 427 1156 07:45 AM 38 2 44 84 0 615 27 642 4 1 9 14 17 403 2 422 1162 Total 143 6 206 355 10 2219 131 2360 17 2 19 38 52 1565 9 1626 4379 08:00 AM 41 1 53 95 7 562 35 604 5 4 4 13 33 393 2 428 1140 08:15 AM 37 2 69 108 4 630 31 665 5 6 3 14 18 383 0 401 1188 08:30 AM 33 33 2 43 78 1 549 35 585 2 2 4 8 8 437 2 447 1118 08:45 AM 34 4 29 67 2 527 43 572 2 4 4 10 15 412 1 428 1077 Total 145 9 194 348 14 2268 144 2426 14 16 15 45 74 1625 5 1704 4523 Grand Total 288 15 400 703 24 4487 275 4786 31 18 34 83 126 3190 14 3330 8902 Apprch % 41 2.1 56.9 0.5 93.8 5.7 37.3 21.7 41 3.8 95.8 0.4 Total % 3.2 0.2 4.5 7.9 0.3 50.4 3.1 53.8 0.3 0.2 0.4 0.9 1.4 35.8 0.2 37.4 Passenger Vehicles 280 14 396 690 23 4296 271 4590 31 18 34 83 125 2920 13 3058 8421 % Passenger Vehicles 97.2 93.3 99 98.2 95.8 95.7 98.5 95.9 100 100 100 100 99.2 91.5 92.9 91.8 94.6 Large 2 Axle Vehicles 8 1 2 11 1 71 3 75 0 0 0 0 0 102 0 102 188 % Large 2 Axle Vehicles 2.8 6.7 0.5 1.6 4.2 1.6 1.1 1.6 0 0 0 0 0 3.2 0 3.1 2.1 3 Axle Vehicles 0 0 0 0 0 57 1 58 0 0 0 0 1 77 1 79 137 % 3 Axle Vehicles 0 0 0 0 0 1.3 0.4 1.2 0 0 0 0 0.8 2.4 7.1 2.4 1.5 4 Axle Trucks 0 0 0 0 0 50 0 50 0 0 0 0 0 47 0 47 97 % 4 Axle Trucks 0 0 0 0 0 1.1 0 1 0 0 0 0 0 1.5 0 1.4 1.1 5+ Axle Trucks 0 0 2 2 0 13 0 13 0 0 0 0 0 44 0 44 59 % 5+ Axle Trucks 0 0 0.5 0.3 0 0.3 0 0.3 0 0 0 0 0 1.4 0 1.3 0.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 36 3 48 87 5 583 47 635 6 0 1 7 15 409 3 427 1156 07:45 AM 38 2 44 84 0 615 27 642 4 1 9 14 17 403 2 422 1162 08:00 AM 41 1 53 95 7 562 35 604 5 4 4 13 33 393 2 428 1140 08:15 AM 37 2 69 108 4 630 31 665 5 6 3 14 18 383 0 401 1188 Total Volume 152 8 214 374 16 2390 140 2546 20 11 17 48 83 1588 7 1678 4646 % App. Total 40.6 2.1 57.2 0.6 93.9 5.5 41.7 22.9 35.4 4.9 94.6 0.4 PHF .927 .667 .775 .866 .571 .948 .745 .957 .833 .458 .472 .857 .629 .971 .583 .980 .978 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 214 Thru8 Left 152 Out In Total 234 374 608 Right 140 Thru 2390 Left 16 Out In Total 1757 2546 4303 Left 20 Thru 11 Right 17 Out In Total 31 48 79 Left 83 Thru 1588 Right7 Out In Total 2624 1678 4302 Peak Hour Begins at 07:30 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins. 36 3 48 87 5 583 47 635 4 1 9 14 33 393 2 428 +15 mins. 38 2 44 84 0 615 27 642 5 4 4 13 18 383 0 401 +30 mins. 41 1 53 95 7 562 35 604 5 6 3 14 8 437 2 447 +45 mins. 37 2 69 108 4 630 31 665 2 2 4 8 15 412 1 428 Total Volume 152 152 8 214 374 16 2390 140 2546 16 13 20 49 74 1625 5 1704 % App. Total 40.6 2.1 57.2 0.6 93.9 5.5 32.7 26.5 40.8 4.3 95.4 0.3 PHF .927 .667 .775 .866 .571 .948 .745 .957 .800 .542 .556 .875 .561 .930 .625 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 32 1 54 87 2 434 13 449 3 1 7 11 11 334 1 346 893 07:15 AM 34 0 58 92 3 548 41 592 4 0 2 6 9 348 3 360 1050 07:30 AM 36 3 48 87 5 564 47 616 6 0 1 7 15 369 2 386 1096 07:45 AM 37 2 43 82 0 588 27 615 4 1 9 14 17 376 2 395 1106 Total 139 6 203 348 10 2134 128 2272 17 2 19 38 52 1427 8 1487 4145 08:00 AM 40 1 53 94 7 532 34 573 5 4 4 13 32 355 2 389 1069 08:15 AM 36 2 68 106 3 601 31 635 5 6 3 14 18 353 0 371 1126 08:30 AM 31 1 43 75 1 528 35 564 2 2 4 8 8 402 2 412 1059 08:45 AM 34 4 29 67 2 501 43 546 2 4 4 10 15 383 1 399 1022 Total 141 8 193 342 13 2162 143 2318 14 16 15 45 73 1493 5 1571 4276 Grand Total 280 14 396 690 23 4296 271 4590 31 18 34 83 125 2920 13 3058 8421 Apprch % 40.6 2 57.4 0.5 93.6 5.9 37.3 21.7 41 4.1 95.5 0.4 Total % 3.3 0.2 4.7 8.2 0.3 51 3.2 54.5 0.4 0.2 0.4 1 1.5 34.7 0.2 36.3 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 36 3 48 87 5 564 47 616 6 0 1 7 15 369 2 386 1096 07:45 AM 37 2 43 82 0 588 27 615 4 1 9 14 17 376 2 395 1106 08:00 AM 40 1 53 94 7 532 34 573 5 4 4 13 32 355 2 389 1069 08:15 AM 36 2 68 106 3 601 31 635 5 6 3 14 18 353 0 371 1126 Total Volume 149 8 212 369 15 2285 139 2439 20 11 17 48 82 1453 6 1541 4397 % App. Total 40.4 2.2 57.5 0.6 93.7 93.7 5.7 41.7 22.9 35.4 5.3 94.3 0.4 PHF .931 .667 .779 .870 .536 .950 .739 .960 .833 .458 .472 .857 .641 .966 .750 .975 .976 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 212 Thru8 Left 149 Out In Total 232 369 601 Right 139 Thru 2285 Left 15 Out In Total 1619 2439 4058 Left 20 Thru 11 Right 17 Out In Total 29 48 77 Left 82 Thru 1453 Right6 Out In Total 2517 1541 4058 Peak Hour Begins at 07:30 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins. 36 3 48 87 5 564 47 616 4 1 9 14 32 355 2 389 +15 mins. 37 2 43 82 0 588 27 615 5 4 4 13 18 353 0 371 +30 mins. 40 1 53 94 7 532 34 573 5 6 3 14 8 402 2 412 +45 mins. 36 2 68 106 3 601 31 635 2 2 4 8 15 383 1 399 Total Volume 149 8 212 369 15 2285 139 2439 16 13 20 49 73 1493 5 1571 % App. Total Total 40.4 2.2 57.5 0.6 93.7 5.7 32.7 26.5 40.8 4.6 95 0.3 PHF .931 .667 .779 .870 .536 .950 .739 .960 .800 .542 .556 .875 .570 .928 .625 .953 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 22 0 22 30 07:15 AM 3 0 1 4 0 6 2 8 0 0 0 0 0 10 0 10 22 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 14 07:45 AM 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 22 Total 4 0 1 5 0 28 2 30 0 0 0 0 0 53 0 53 88 08:00 AM 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 27 08:15 AM 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 20 08:30 AM 2 1 0 3 0 12 0 12 0 0 0 0 0 18 0 18 33 08:45 AM 0 0 0 0 0 11 0 11 0 0 0 0 0 9 0 9 20 Total 4 1 1 6 1 43 1 45 0 0 0 0 0 49 0 49 100 Grand Total 8 1 2 11 1 71 3 75 0 0 0 0 0 102 0 102 188 Apprch % 72.7 9.1 18.2 1.3 94.7 4 0 0 0 0 100 0 Total % 4.3 0.5 1.1 5.9 0.5 37.8 1.6 39.9 0 0 0 0 0 54.3 0 54.3 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 14 07:45 AM 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 22 08:00 AM 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 27 08:15 AM 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 20 Total Volume 3 0 1 4 1 34 1 36 0 0 0 0 0 43 0 43 83 % App. Total 75 0 25 2.8 94.4 2.8 0 0 0 0 100 0 PHF .750 .000 .250 .500 .250 .850 .250 .818 .000 .000 .000 .000 .000 .717 .000 .717 .769 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right1 Thru0 Left3 Out In Total 1 4 5 Right1 Thru 34 Left1 Out In Total 46 36 82 Left0 Thru0 Right0 Out In Total 1 0 1 Left0 Thru 43 Right0 Out In Total 35 43 78 Peak Hour Begins at 07:30 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 5 0 5 0 0 0 0 0 9 0 9 +15 mins. 1 0 0 1 0 9 0 9 0 0 0 0 0 12 0 12 +30 mins. 1 0 0 1 0 10 1 11 0 0 0 0 0 15 0 15 +45 mins. 1 0 1 2 1 10 0 11 0 0 0 0 0 7 0 7 Total Volume 3 0 1 4 1 34 1 36 0 0 0 0 0 43 0 43 % App. Total 75 0 25 2.8 94.4 2.8 0 0 0 0 100 0 PHF .750 .000 .250 .500 .250 .850 .250 .818 .000 .000 .000 .000 .000 .717 .000 .717 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 4 1 5 0 0 0 0 0 10 0 10 15 07:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 3 0 3 7 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 07:45 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 14 Total 0 0 0 0 0 26 1 27 0 0 0 0 0 29 1 30 57 08:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 24 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 19 08:30 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 12 0 12 18 08:45 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 14 0 14 19 Total 0 0 0 0 0 31 0 31 0 0 0 0 1 48 0 49 80 Grand Total 0 0 0 0 0 57 1 58 0 0 0 0 1 77 1 79 137 Apprch % 0 0 0 0 98.3 1.7 0 0 0 1.3 97.5 1.3 Total % 0 0 0 0 0 41.6 0.7 42.3 0 0 0 0 0.7 56.2 0.7 57.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 21 07:45 AM 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 14 08:00 AM 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 24 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 19 Total Volume 0 0 0 0 0 38 0 38 0 0 0 0 1 38 1 40 78 % App. Total 0 0 0 0 100 0 0 0 0 2.5 95 2.5 PHF .000 .000 .000 .000 .000 .864 .000 .864 .000 .000 .000 .000 .250 .792 .250 .769 .813 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru 38 Left0 Out In Total 38 38 76 Left0 Thru0 Right0 Out In Total 1 0 1 Left1 Thru 38 Right1 Out In Total 38 40 78 Peak Hour Begins at 07:30 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 8 0 8 0 0 0 0 0 12 1 13 +15 mins. 0 0 0 0 0 10 0 10 0 0 0 0 0 4 0 4 +30 mins. 0 0 0 0 0 11 0 11 0 0 0 0 1 12 0 13 +45 mins. 0 0 0 0 0 9 0 9 0 0 0 0 0 10 0 10 Total Volume 0 0 0 0 0 38 0 38 0 0 0 0 1 38 1 40 % App. Total 0 0 0 0 100 0 0 0 0 2.5 95 2.5 PHF .000 .000 .000 .000 .000 .864 .000 .864 .000 .000 .000 .000 .250 .792 .250 .769 .769Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 5 0 5 11 07:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 9 0 9 16 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 14 07:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 14 Total 0 0 0 0 0 24 0 24 0 0 0 0 0 31 0 31 55 08:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 17 08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 08:45 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 4 0 4 13 Total 0 0 0 0 0 26 0 26 0 0 0 0 0 16 0 16 42 Grand Total 0 0 0 0 0 50 0 50 0 0 0 0 0 47 0 47 97 Apprch % 0 0 0 0 100 0 0 0 0 0 100 0 Total % 0 0 0 0 0 51.5 0 51.5 0 0 0 0 0 48.5 0 48.5 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 14 07:45 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 14 08:00 AM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 08:15 AM 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 17 Total Volume 0 0 0 0 0 26 0 26 0 0 0 0 0 28 0 28 54 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .722 .000 .722 .000 .000 .000 .000 .000 .700 .000 .700 .794 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru 26 Left0 Out In Total 28 26 54 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 28 Right0 Out In Total 26 28 54 Peak Hour Begins at 07:30 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 10 0 10 +15 mins. 0 0 0 0 0 7 0 7 0 0 0 0 0 7 0 7 +30 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 +45 mins. 0 0 0 0 0 9 0 9 0 0 0 0 0 8 0 8 Total Volume 0 0 0 0 0 26 0 26 0 0 0 0 0 28 0 28 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .722 .000 .722 .000 .000 .000 .000 .000 .700 .000 .700 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 07:15 AM 0 0 1 1 0 3 0 3 0 0 0 0 0 7 0 7 11 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 11 07:45 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 6 Total 0 0 2 2 0 7 0 7 0 0 0 0 0 25 0 25 34 08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 11 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 08:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 4 0 4 5 08:45 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Total 0 0 0 0 0 6 0 6 0 0 0 0 0 19 0 19 25 Grand Total 0 0 2 2 0 13 0 13 0 0 0 0 0 44 0 44 59 Apprch % 0 0 100 0 100 0 0 0 0 0 100 0 Total % 0 0 3.4 3.4 0 22 0 22 0 0 0 0 0 74.6 0 74.6 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 11 07:45 AM 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 6 08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 11 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 26 0 26 34 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .000 .722 .000 .722 .773 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79AM Site Code : 06738756 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right1 Thru0 Left0 Out In Total 0 1 1 Right0 Thru7 Left0 Out In Total 26 7 33 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 26 Right0 Out In Total 8 26 34 Peak Hour Begins at 07:30 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:30 AM to 08:15 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 9 0 9 +15 mins. 0 0 1 1 0 1 0 1 0 0 0 0 0 4 0 4 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 8 0 8 +45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 26 0 26 % App. Total 0 0 100 0 100 0 0 0 0 0 100 0 PHF .000 .000 .250 .250 .000 .583 .000 .583 .000 .000 .000 .000 .000 .722 .000 .722 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5 + Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 67 5 17 89 4 476 27 507 2 2 4 8 33 568 4 605 1209 04:15 PM 68 3 11 82 6 463 30 499 3 1 3 7 30 531 6 567 1155 04:30 PM 62 1 20 83 6 429 46 481 0 1 0 1 36 604 3 643 1208 04:45 PM 78 3 22 103 2 404 52 458 4 0 7 11 33 547 3 583 1155 Total 275 12 70 357 18 1772 155 1945 9 4 14 27 132 2250 16 2398 4727 05:00 PM 84 2 17 103 4 449 37 490 0 0 4 4 34 626 8 668 1265 05:15 PM 104 6 21 131 3 404 51 458 1 2 5 8 39 651 3 693 1290 05:30 PM 116 3 16 135 2 441 33 476 2 2 1 5 40 637 12 689 1305 05:45 PM 77 1 12 90 6 397 54 457 7 1 4 12 44 608 8 660 1219 Total 381 12 66 459 15 1691 175 1881 10 5 14 29 157 2522 31 2710 5079 Grand Total 656 24 136 816 33 3463 330 3826 19 9 28 56 289 4772 47 5108 9806 Apprch % 80.4 2.9 16.7 0.9 90.5 8.6 33.9 16.1 50 5.7 93.4 0.9 Total % 6.7 0.2 1.4 8.3 0.3 35.3 3.4 39 0.2 0.1 0.3 0.6 2.9 48.7 0.5 52.1 Passenger Vehicles 656 24 136 816 33 3347 328 3708 19 9 27 55 288 4709 47 5044 9623 % Passenger Vehicles 100 100 100 100 100 96.7 99.4 96.9 100 100 96.4 98.2 99.7 98.7 100 98.7 98.1 Large 2 Axle Vehicles 0 0 0 0 0 67 2 69 0 0 1 1 1 30 0 31 101 % Large 2 Axle Vehicles 0 0 0 0 0 1.9 0.6 1.8 0 0 3.6 1.8 0.3 0.6 0 0.6 1 3 Axle Vehicles 0 0 0 0 0 27 0 27 0 0 0 0 0 12 0 12 39 % 3 Axle Vehicles 0 0 0 0 0 0.8 0 0.7 0 0 0 0 0 0.3 0 0.2 0.4 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 + Axle Trucks 0 0 0 0 0 22 0 22 0 0 0 0 0 20 0 20 42 % 5 + Axle Trucks 0 0 0 0 0 0.6 0 0.6 0.6 0 0 0 0 0 0.4 0 0.4 0.4 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 84 2 17 103 4 449 37 490 0 0 4 4 34 626 8 668 1265 05:15 PM 104 6 21 131 3 404 51 458 1 2 5 8 39 651 3 693 1290 05:30 PM 116 3 16 135 2 441 33 476 2 2 1 5 40 637 12 689 1305 05:45 PM 77 1 12 90 6 397 54 457 7 1 4 12 44 608 8 660 1219 Total Volume 381 12 66 459 15 1691 175 1881 10 5 14 29 157 2522 31 2710 5079 % App. Total 83 2.6 14.4 0.8 89.9 9.3 34.5 17.2 48.3 5.8 93.1 1.1 PHF .821 .500 .786 .850 .625 .942 .810 .960 .357 .625 .700 .604 .892 .969 .646 .978 .973 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 66 Thru 12 Left 381 Out In Total 337 459 796 Right 175 Thru 1691 Left 15 Out In Total 2917 1881 4798 Left 10 Thru5 Right 14 Out In Total 58 29 87 Left 157 Thru 2522 Right 31 Out In Total 1767 2710 4477 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5 + Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 05:00 PM +0 mins. 78 3 22 103 4 476 27 507 0 0 4 4 34 626 8 668 +15 mins. 84 2 17 103 6 463 30 499 1 2 5 8 39 651 3 693 +30 mins. 104 6 21 131 6 429 46 481 2 2 1 5 40 637 12 689 +45 mins. 116 3 16 135 2 404 52 458 7 1 4 12 44 608 8 660 Total Volume 382 14 76 472 18 1772 155 1945 10 5 14 29 157 2522 31 2710 % App. Total 80.9 3 16.1 0.9 91.1 8 34.5 17.2 48.3 5.8 93.1 1.1 PHF .823 .583 .864 .874 .750 .931 .745 .959 .357 .625 .700 .604 .892 .969 .646 .978 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 67 5 17 89 4 451 27 482 2 2 4 8 33 556 4 593 1172 04:15 PM 68 3 11 82 6 440 30 476 3 1 2 6 29 524 6 559 1123 04:30 PM 62 1 20 83 6 415 45 466 0 1 0 1 36 595 3 634 1184 04:45 PM 78 3 22 103 2 391 51 444 4 0 7 11 33 538 3 574 1132 Total 275 12 70 357 18 1697 153 1868 9 4 13 26 131 2213 16 2360 4611 05:00 PM 84 2 17 103 4 432 37 473 0 0 4 4 34 619 8 661 1241 05:15 PM 104 6 21 131 3 392 51 446 1 2 5 8 39 646 3 688 1273 05:30 PM 116 3 16 135 2 435 33 470 2 2 1 5 40 633 12 685 1295 05:45 PM 77 1 12 90 6 391 54 451 7 1 4 12 44 598 8 650 1203 Total 381 12 66 459 15 1650 175 1840 10 5 14 29 157 2496 31 2684 5012 Grand Total 656 24 136 816 33 3347 328 3708 19 9 27 55 288 4709 47 5044 9623 Apprch % 80.4 2.9 16.7 0.9 90.3 8.8 34.5 16.4 49.1 5.7 93.4 0.9 Total % 6.8 0.2 1.4 8.5 0.3 34.8 3.4 38.5 0.2 0.1 0.3 0.6 3 48.9 0.5 52.4 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 84 2 17 103 4 432 37 473 0 0 4 4 34 619 8 661 1241 05:15 PM 104 6 21 131 3 392 51 446 1 2 5 8 39 646 3 688 1273 05:30 PM 116 3 16 135 2 435 33 470 2 2 1 5 40 633 12 685 1295 05:45 PM 77 1 12 90 6 391 54 451 7 1 4 12 44 598 8 650 1203 Total Volume 381 12 66 459 15 1650 175 1840 10 5 14 29 157 2496 31 2684 5012 % App. Total 83 2.6 14.4 0.8 89.7 9.5 34.5 17.2 48.3 5.8 93 1.2 PHF .821 .500 .786 .850 .625 .948 .810 .973 .357 .625 .700 .604 .892 .966 .646 .975 .968 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right 66 Thru 12 Left 381 Out In Total 337 459 796 Right 175 Thru 1650 Left 15 Out In Total 2891 1840 4731 Left 10 Thru5 Right 14 Out In Total 58 29 87 Left 157 Thru 2496 Right 31 Out In Total 1726 2684 4410 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 05:00 PM +0 mins. 78 3 22 103 4 451 27 482 0 0 4 4 34 619 8 661 +15 mins. 84 2 17 103 6 440 30 476 1 2 5 8 39 646 3 688 +30 mins. 104 6 21 131 6 415 45 466 2 2 1 5 40 633 12 685 +45 mins. 116 3 16 135 2 391 51 444 7 1 4 12 44 598 8 650 Total Volume 382 14 76 472 18 1697 153 1868 10 5 14 29 157 2496 31 2684 % App. Total 80.9 3 16.1 1 90.8 8.2 34.5 17.2 48.3 5.8 93 1.2 PHF .823 .583 .864 .874 .750 .941 .750 .969 .357 .625 .700 .604 .892 .966 .646 .975 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 8 0 8 0 0 0 0 0 5 0 5 13 04:15 PM 0 0 0 0 0 8 0 8 0 0 1 1 1 4 0 5 14 04:30 PM 0 0 0 0 0 10 1 11 0 0 0 0 0 3 0 3 14 04:45 PM 0 0 0 0 0 10 1 11 0 0 0 0 0 4 0 4 15 Total 0 0 0 0 0 36 2 38 0 0 1 1 1 16 0 17 56 05:00 PM 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 20 05:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 12 Total 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 45 Grand Total 0 0 0 0 0 67 2 69 0 0 1 1 1 30 0 31 101 Apprch Apprch % 0 0 0 0 97.1 2.9 0 0 100 3.2 96.8 0 Total % 0 0 0 0 0 66.3 2 68.3 0 0 1 1 1 29.7 0 30.7 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 20 05:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 9 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 12 Total Volume 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 45 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .456 .000 .456 .000 .000 .000 .000 .000 .500 .000 .500 .563 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru 31 Left0 Out In Total 14 31 45 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru 14 Right0 Out In Total 31 14 45 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 17 0 17 0 0 0 0 0 3 0 3 +15 mins. 0 0 0 0 0 6 0 6 0 0 0 0 0 3 0 3 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 5 0 5 0 0 0 0 0 7 0 7 Total Volume 0 0 0 0 0 31 0 31 0 0 0 0 0 14 0 14 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .456 .000 .456 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 13 0 13 0 0 0 0 0 1 0 1 14 04:15 PM 0 0 0 0 0 9 0 9 0 0 0 0 0 1 0 1 10 04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3 Total 0 0 0 0 0 25 0 25 0 0 0 0 0 8 0 8 33 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 Grand Total 0 0 0 0 0 27 0 27 0 0 0 0 0 12 0 12 39 Apprch % 0 0 0 0 100 0 0 0 0 0 0 100 0 Total % 0 0 0 0 0 69.2 0 69.2 0 0 0 0 0 30.8 0 30.8 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru2 Left0 Out In Total 4 2 6 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru4 Right0 Out In Total 2 4 6 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 0 0 0 0 0 0 100 0 Total % % 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 100 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5 + Axle Trucks La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 5 0 5 9 04:15 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 2 0 2 8 04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 2 4 04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 3 0 3 5 Total 0 0 0 0 0 14 0 14 0 0 0 0 0 12 0 12 26 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 05:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 Total 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 16 Grand Total 0 0 0 0 0 22 0 22 0 0 0 0 0 20 0 20 42 Apprch % 0 0 0 0 100 0 0 0 0 0 100 0 Total % 0 0 0 0 0 52.4 0 52.4 0 0 0 0 0 47.6 0 47.6 La Paz Road Southbound SR-79 (Temecula Parkway) Westbound La Paz Road Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 05:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5 05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 16 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .667 .000 .667 .800 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPA79PM Site Code : 06738742 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: La Paz Road E/W: SR-79 (Temecula Parkway) Weather: Sunny La Paz Road SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) La Paz Road Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru8 Left0 Out In Total 8 8 16 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru8 Right0 Out In Total 8 8 16 Peak Hour Begins at 05:00 PM 5 + Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 +15 mins. 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .000 .667 .000 .667 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 56 261 317 258 17 275 150 247 397 989 07:15 AM 62 339 401 275 36 311 205 213 418 1130 07:30 AM 53 316 369 256 32 288 183 208 391 1048 07:45 AM 52 356 408 276 37 313 243 243 486 1207 Total 223 1272 1495 1065 122 1187 781 911 1692 4374 08:00 AM 51 282 333 316 46 362 212 180 392 1087 08:15 AM 26 351 377 256 44 300 241 202 443 1120 08:30 AM 45 332 377 219 39 258 225 218 443 1078 08:45 AM 30 357 387 278 44 322 262 230 492 1201 Total 152 1322 1474 1069 173 1242 940 830 1770 4486 Grand Grand Total 375 2594 2969 2134 295 2429 1721 1741 3462 8860 Apprch % 12.6 87.4 87.9 12.1 49.7 50.3 Total % 4.2 29.3 33.5 24.1 3.3 27.4 19.4 19.7 39.1 Passenger Vehicles 361 2516 2877 2036 282 2318 1601 1595 3196 8391 % Passenger Vehicles 96.3 97 96.9 95.4 95.6 95.4 93 91.6 92.3 94.7 Large 2 Axle Vehicles 6 31 37 31 8 39 55 55 110 186 % Large 2 Axle Vehicles 1.6 1.2 1.2 1.5 2.7 1.6 3.2 3.2 3.2 2.1 3 Axle Vehicles 7 22 29 29 4 33 16 51 67 129 % 3 Axle Vehicles 1.9 0.8 1 1.4 1.4 1.4 0.9 2.9 1.9 1.5 4 Axle Trucks 0 24 24 23 0 23 22 24 46 93 % 4 Axle Trucks 0 0.9 0.8 1.1 0 0.9 1.3 1.4 1.3 1 5+ Axle Trucks 1 1 2 15 1 16 27 16 43 61 % 5+ Axle Trucks 0.3 0 0.1 0.7 0.3 0.7 1.6 0.9 1.2 0.7 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 52 356 408 276 37 313 243 243 486 1207 08:00 AM 51 282 333 316 46 362 212 180 392 1087 08:15 AM 26 351 377 256 44 300 241 202 443 1120 08:30 AM 45 332 377 219 39 258 225 218 443 1078 Total Volume 174 1321 1495 1067 166 1233 921 843 1764 4492 % App. Total 11.6 88.4 86.5 13.5 52.2 47.8 PHF .837 .928 .916 .844 .902 .852 .948 .867 .907 .930 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 1321 Left 174 Out In Total 1087 1495 2582 Left 1067 Right 166 Out In Total 1017 1233 2250 Thru 921 Right 843 Out In Total 2388 1764 4152 Peak Hour Begins at 07:45 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 08:00 AM +0 mins. 62 339 401 275 36 311 212 180 392 +15 mins. 53 316 369 256 32 288 241 202 443 +30 mins. 52 356 408 276 37 313 225 218 443 +45 mins. 51 282 333 316 46 362 262 230 492 Total Volume 218 1293 1511 1123 151 1274 940 830 1770 % App. Total 14.4 85.6 88.1 11.9 53.1 46.9 PHF .879 .908 .926 .888 .821 .880 .897 .902 .899 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 54 257 311 248 16 264 131 228 359 934 07:15 AM 62 333 395 265 35 300 192 193 385 1080 07:30 AM 51 308 359 252 30 282 164 185 349 990 07:45 AM 50 351 401 262 36 298 228 232 460 1159 Total 217 1249 1466 1027 117 1144 715 838 1553 4163 08:00 AM 47 272 319 298 43 341 202 167 369 1029 08:15 AM 26 336 362 239 42 281 223 185 408 1051 08:30 AM 44 321 365 207 38 245 215 190 405 1015 08:45 AM 27 338 365 265 42 307 246 215 461 1133 Total 144 1267 1411 1009 165 1174 886 757 1643 4228 Grand Total 361 2516 2877 2036 282 2318 1601 1595 3196 8391 Apprch % 12.5 87.5 87.8 12.2 50.1 49.9 Total % 4.3 30 34.3 24.3 3.4 27.6 19.1 19 38.1 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 50 351 401 262 36 298 228 232 460 1159 08:00 AM 47 272 319 298 43 341 202 167 369 1029 08:15 AM 26 336 362 239 42 281 223 185 408 1051 08:30 AM 44 321 365 207 38 245 215 190 405 1015 Total Volume 167 1280 1447 1006 159 1165 868 774 1642 4254 % App. Total 11.5 88.5 86.4 13.6 52.9 47.1 PHF .835 .912 .902 .844 .924 .854 .952 .834 .892 .918 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 1280 Left 167 Out In Total 1027 1447 2474 Left 1006 Right 159 Out In Total 941 1165 2106 Thru 868 Right 774 Out In Total 2286 1642 3928 Peak Hour Begins at 07:45 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 50 351 401 262 36 298 228 232 460 +15 mins. 47 272 319 298 43 341 202 167 369 +30 mins. 26 336 362 239 42 281 223 185 408 +45 mins. 44 321 365 207 38 245 215 190 405 Total Volume 167 1280 1447 1006 159 1165 868 774 1642 % App. Total 11.5 88.5 86.4 13.6 52.9 47.1 PHF .835 .912 .902 .844 .924 .854 .952 .834 .892 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 3 4 5 0 5 10 9 19 28 07:15 AM 0 2 2 5 0 5 4 9 13 20 07:30 AM 1 3 4 1 1 2 5 6 11 17 07:45 AM 1 2 3 4 1 5 6 4 10 18 Total 3 10 13 15 2 17 25 28 53 83 08:00 AM 1 4 5 5 2 7 6 4 10 22 08:15 AM 0 5 5 3 1 4 9 7 16 25 08:30 AM 0 6 6 4 1 5 4 11 15 26 08:45 AM 2 6 8 4 2 6 11 5 16 30 Total 3 21 24 16 6 22 30 27 57 103 Grand Total 6 31 37 31 8 39 55 55 110 186 Apprch % 16.2 83.8 79.5 20.5 50 50 Total % 3.2 16.7 19.9 16.7 4.3 21 29.6 29.6 59.1 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 2 3 4 1 5 6 4 10 18 08:00 AM 1 4 5 5 2 7 6 4 10 22 08:15 AM 0 5 5 3 1 4 9 7 16 25 08:30 AM 0 6 6 4 1 5 4 11 15 26 Total Volume 2 17 19 16 5 21 25 26 51 91 % App. Total 10.5 89.5 76.2 23.8 49 51 PHF .500 .708 .792 .800 .625 .750 .694 .591 .797 .875 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 17 Left2 Out In Total 30 19 49 Left 16 Right5 Out In Total 28 21 49 Thru 25 Right 26 Out In Total 33 51 84 Peak Hour Begins at 07:45 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 1 2 3 4 1 5 6 4 10 +15 mins. 1 4 5 5 2 7 6 4 10 +30 mins. 0 5 5 3 1 4 9 7 16 +45 mins. 0 6 6 4 1 5 4 11 15 Total Volume 2 17 19 16 5 21 25 26 51 % App. Total 10.5 89.5 76.2 23.8 49 51 PHF .500 .708 .792 .800 .625 .750 .694 .591 .797 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 0 1 1 0 1 1 4 5 7 07:15 AM 0 0 0 2 1 3 1 3 4 7 07:30 AM 1 3 4 1 1 2 3 8 11 17 07:45 AM 1 2 3 4 0 4 2 3 5 12 Total 3 5 8 8 2 10 7 18 25 43 08:00 AM 2 2 4 3 1 4 2 6 8 16 08:15 AM 0 4 4 9 1 10 4 6 10 24 08:30 AM 1 4 5 2 0 2 1 13 14 21 08:45 AM 1 7 8 7 0 7 2 8 10 25 Total 4 17 21 21 2 23 9 33 42 86 Grand Total 7 22 29 29 4 33 16 51 67 129 Apprch % 24.1 75.9 87.9 12.1 23.9 76.1 Total % 5.4 17.1 22.5 22.5 3.1 25.6 12.4 39.5 51.9 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 1 2 3 4 0 4 2 3 5 12 08:00 AM 2 2 4 3 1 4 2 6 8 16 08:15 AM 0 4 4 9 1 10 4 6 10 24 08:30 AM 1 4 5 2 0 2 1 13 14 21 Total Volume 4 12 16 18 2 20 9 28 37 73 % App. Total 25 75 90 10 24.3 75.7 PHF .500 .750 .800 .500 .500 .500 .563 .538 .661 .760 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 12 Left4 Out In Total 11 16 27 Left 18 Right2 Out In Total 32 20 52 Thru9 Right 28 Out In Total 30 37 67 Peak Hour Begins at 07:45 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 1 2 3 4 0 4 2 3 5 +15 mins. 2 2 4 3 1 4 2 6 8 +30 mins. 0 4 4 9 1 10 4 6 10 +45 mins. 1 4 5 2 0 2 1 13 14 Total Volume 4 12 16 18 2 20 9 28 37 % App. Total 25 75 90 10 24.3 75.7 PHF .500 .750 .800 .500 .500 .500 .563 .538 .661 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 2 0 2 1 3 4 7 07:15 AM 0 4 4 3 0 3 5 4 9 16 07:30 AM 0 2 2 2 0 2 3 7 10 14 07:45 AM 0 1 1 6 0 6 5 2 7 14 Total 0 8 8 13 0 13 14 16 30 51 08:00 AM 0 4 4 4 0 4 1 2 3 11 08:15 AM 0 5 5 4 0 4 2 2 4 13 08:30 AM 0 1 1 1 0 1 3 2 5 7 08:45 AM 0 6 6 1 0 1 2 2 4 11 Total 0 16 16 10 0 10 8 8 16 42 Grand Total 0 24 24 23 0 23 22 24 46 93 Apprch % 0 100 100 0 47.8 52.2 Total % 0 25.8 25.8 24.7 0 24.7 23.7 25.8 49.5 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 1 1 6 0 6 5 2 7 14 08:00 AM 0 4 4 4 0 4 1 2 3 11 08:15 AM 0 5 5 4 0 4 2 2 4 13 08:30 AM 0 1 1 1 0 1 3 2 5 7 Total Volume 0 11 11 15 0 15 11 8 19 45 % App. Total 0 100 100 0 57.9 42.1 PHF .000 .550 .550 .625 .000 .625 .550 1.000 .679 .804 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 11 Left0 Out In Total 11 11 22 Left 15 Right0 Out In Total 8 15 23 Thru 11 Right8 Out In Total 26 19 45 Peak Hour Begins at 07:45 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 1 1 6 0 6 5 2 7 +15 mins. 0 4 4 4 0 4 1 2 3 +30 mins. 0 5 5 4 0 4 2 2 4 +45 mins. 0 1 1 1 0 1 3 2 5 Total Volume 0 11 11 15 0 15 11 8 19 % App. Total 0 100 100 0 57.9 42.1 PHF .000 .550 .550 .625 .000 .625 .550 1.000 .679 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 2 1 3 7 3 10 13 07:15 AM 0 0 0 0 0 0 3 4 7 7 07:30 AM 0 0 0 0 0 0 8 2 10 10 07:45 AM 0 0 0 0 0 0 2 2 4 4 Total 0 0 0 2 1 3 20 11 31 34 08:00 AM 1 0 1 6 0 6 1 1 2 9 08:15 AM 0 1 1 1 0 1 3 2 5 7 08:30 AM 0 0 0 5 0 5 2 2 4 9 08:45 AM 0 0 0 1 0 1 1 0 1 2 Total 1 1 2 13 0 13 7 5 12 27 Grand Total 1 1 2 15 1 16 27 16 43 61 Apprch % 50 50 93.8 6.2 62.8 37.2 Total % 1.6 1.6 3.3 24.6 1.6 26.2 44.3 26.2 70.5 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 2 2 4 4 08:00 AM 1 0 1 6 0 6 1 1 2 9 08:15 AM 0 1 1 1 0 1 3 2 5 7 08:30 AM 0 0 0 5 0 5 2 2 4 9 Total Volume 1 1 2 12 0 12 8 7 15 29 % App. Total 50 50 100 0 53.3 46.7 PHF .250 .250 .500 .500 .000 .500 .667 .875 .750 .806 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79AM Site Code : 06738704 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru1 Left1 Out In Total 8 2 10 Left 12 Right0 Out In Total 8 12 20 Thru8 Right7 Out In Total 13 15 28 Peak Hour Begins at 07:45 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:45 AM to 08:30 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 07:45 AM +0 mins. 0 0 0 0 0 0 2 2 4 +15 mins. 1 0 1 6 0 6 1 1 2 +30 mins. 0 1 1 1 0 1 3 2 5 +45 mins. 0 0 0 5 0 5 2 2 4 Total Volume 1 1 2 12 0 12 8 7 15 % App. Total 50 50 100 0 53.3 46.7 PHF .250 .250 .500 .500 .000 .500 .667 .875 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 63 254 317 260 82 342 351 306 657 1316 04:15 PM 51 240 291 260 85 345 350 259 609 1245 04:30 PM 67 222 289 268 97 365 350 282 632 1286 04:45 PM 64 209 273 268 100 368 358 287 645 1286 Total 245 925 1170 1056 364 1420 1409 1134 2543 5133 05:00 PM 69 271 340 236 88 324 451 318 769 1433 05:15 PM 68 209 277 268 112 380 392 327 719 1376 05:30 PM 56 197 253 284 114 398 407 360 767 1418 05:45 PM 75 222 297 251 107 358 401 327 728 1383 Total 268 899 1167 1039 421 1460 1651 1332 2983 5610 Grand Total 513 1824 2337 2095 785 2880 3060 2466 5526 10743 Apprch % 22 78 72.7 27.3 55.4 44.6 Total % 4.8 17 21.8 19.5 7.3 26.8 28.5 23 51.4 Passenger Vehicles 506 1777 2283 2023 782 2805 3030 2436 5466 10554 % Passenger Vehicles 98.6 97.4 97.7 96.6 99.6 97.4 99 98.8 98.9 98.2 Large 2 Axle Vehicles 7 29 36 40 3 43 12 17 29 108 % Large 2 Axle Vehicles 1.4 1.6 1.5 1.9 0.4 1.5 0.4 0.7 0.5 1 3 Axle Vehicles 0 6 6 21 0 21 4 6 10 37 % 3 Axle Vehicles 0 0.3 0.3 1 0 0.7 0.1 0.2 0.2 0.3 4 Axle Trucks 0 0 0 1 0 1 0 0 0 1 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 12 12 10 0 10 14 7 21 43 % 5+ Axle Trucks 0 0.7 0.5 0.5 0 0.3 0.5 0.3 0.4 0.4 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 69 271 340 236 88 324 451 318 769 1433 05:15 PM 68 209 277 268 112 112 380 392 327 719 1376 05:30 PM 56 197 253 284 114 398 407 360 767 1418 05:45 PM 75 222 297 251 107 358 401 327 728 1383 Total Volume 268 899 1167 1039 421 1460 1651 1332 2983 5610 % App. Total 23 77 71.2 28.8 55.3 44.7 PHF .893 .829 .858 .915 .923 .917 .915 .925 .970 .979 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 899 Left 268 Out In Total 2072 1167 3239 Left 1039 Right 421 Out In Total 1600 1460 3060 Thru 1651 Right 1332 Out In Total 1938 2983 4921 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 05:00 PM +0 mins. 51 240 291 268 100 368 451 318 769 +15 mins. 67 222 289 236 88 324 392 327 719 +30 mins. 64 209 273 268 112 380 407 360 767 +45 mins. 69 271 340 284 114 398 401 327 728 Total Volume 251 942 1193 1056 414 1470 1651 1332 2983 % App. Total 21 79 71.8 28.2 55.3 44.7 PHF .909 .869 .877 .930 .908 .923 .915 .925 .970 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Passenger Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 63 246 309 245 82 327 347 302 649 1285 04:15 PM 49 233 282 244 84 328 346 255 601 1211 04:30 PM 67 218 285 257 97 354 346 277 623 1262 04:45 PM 63 199 262 262 100 362 354 285 639 1263 Total 242 896 1138 1008 363 1371 1393 1119 2512 5021 05:00 PM 68 266 334 225 87 312 447 314 761 1407 05:15 PM 68 203 271 262 111 373 389 324 713 1357 05:30 PM 56 194 250 279 114 393 405 356 761 1404 05:45 PM 72 218 290 249 107 356 396 323 719 1365 Total 264 881 1145 1015 419 1434 1637 1317 2954 5533 Grand Total 506 1777 2283 2023 782 2805 3030 2436 5466 10554 Apprch % % 22.2 77.8 72.1 27.9 55.4 44.6 Total % 4.8 16.8 21.6 19.2 7.4 26.6 28.7 23.1 51.8 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 68 266 334 225 87 312 447 314 761 1407 05:15 PM 68 203 271 262 111 373 389 324 713 1357 05:30 PM 56 194 250 279 114 393 405 356 761 1404 05:45 PM 72 218 290 249 107 356 396 323 719 1365 Total Volume 264 881 1145 1015 419 1434 1637 1317 2954 5533 % App. Total 23.1 76.9 70.8 29.2 55.4 44.6 PHF .917 .828 .857 .909 .919 .912 .916 .925 .970 .983 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 881 Left 264 Out In Total 2056 1145 3201 Left 1015 Right 419 Out In Total 1581 1434 3015 Thru 1637 Right 1317 Out In Total 1896 2954 4850 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:45 PM 05:00 PM +0 mins. 49 233 282 262 100 362 447 314 761 +15 mins. 67 218 285 225 87 312 389 324 713 +30 mins. 63 199 262 262 111 373 405 356 761 +45 mins. 68 266 334 279 114 393 396 323 719 Total Volume 247 916 1163 1028 412 1440 1637 1317 2954 % App. Total 21.2 78.8 71.4 28.6 55.4 44.6 PHF .908 .861 .871 .921 .904 .916 .916 .925 .970 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-Large 2 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 3 3 3 0 3 0 1 1 7 04:15 PM 2 3 5 7 1 8 2 3 5 18 04:30 PM 0 3 3 6 0 6 2 3 5 14 04:45 PM 1 8 9 4 0 4 2 1 3 16 Total 3 17 20 20 1 21 6 8 14 55 05:00 PM 1 5 6 11 1 12 2 2 4 22 05:15 PM 0 2 2 4 1 5 1 2 3 10 05:30 PM 0 2 2 3 0 3 0 2 2 7 05:45 PM 3 3 6 2 0 2 3 3 6 14 Total 4 12 16 20 2 22 6 9 15 53 Grand Total 7 29 36 40 3 43 12 17 29 108 Apprch % 19.4 80.6 93 7 41.4 58.6 Total % 6.5 26.9 33.3 37 2.8 39.8 11.1 15.7 26.9 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 1 5 6 11 1 12 2 2 4 22 05:15 PM 0 2 2 4 1 5 1 2 3 10 05:30 PM 0 2 2 3 0 3 0 2 2 7 05:45 PM 3 3 6 2 0 2 3 3 6 14 Total Volume 4 12 16 20 2 22 6 9 15 53 % App. Total 25 75 90.9 9.1 40 60 PHF .333 .600 .667 .455 .500 .458 .500 .750 .625 .602 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru 12 Left4 Out In Total 8 16 24 Left 20 Right2 Out In Total 13 22 35 Thru6 Right9 Out In Total 32 15 47 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 1 5 6 11 1 12 2 2 4 +15 mins. 0 2 2 4 1 5 1 2 3 +30 mins. 0 2 2 3 0 3 0 2 2 +45 mins. 3 3 6 2 0 2 3 3 6 Total Volume 4 12 16 20 2 22 6 9 15 % App. Total 25 75 90.9 9.1 40 60 PHF .333 .600 .667 .455 .500 .458 .500 .750 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-3 Axle Vehicles SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 3 3 9 0 9 0 2 2 14 04:15 PM 0 1 1 6 0 6 1 0 1 8 04:30 PM 0 0 0 4 0 4 1 1 2 6 04:45 PM 0 1 1 1 0 1 1 0 1 3 Total 0 5 5 20 0 20 3 3 6 31 05:00 PM 0 0 0 0 0 0 0 1 1 1 05:15 PM 0 1 1 1 0 1 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 1 1 1 0 1 1 3 4 6 Grand Total 0 6 6 21 0 21 4 6 10 37 Apprch % 0 100 100 0 40 60 Total % 0 16.2 16.2 56.8 0 56.8 10.8 16.2 27 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 1 1 1 05:15 PM 0 1 1 1 0 1 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 2 3 3 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 1 0 1 1 3 4 6 % App. Total 0 100 100 0 25 75 PHF .000 .250 .250 .250 .000 .250 .250 .375 .333 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru1 Left0 Out In Total 1 1 2 Left1 Right0 Out In Total 3 1 4 Thru1 Right3 Out In Total 2 4 6 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 1 1 +15 mins. 0 1 1 1 0 1 0 0 0 +30 mins. 0 0 0 0 0 0 1 2 3 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 1 0 1 1 3 4 % App. Total 0 100 100 0 25 75 PHF .000 .250 .250 .250 .000 .250 .250 .375 .333 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-4 Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 1 0 1 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 0 1 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 1 0 1 0 0 0 1 Apprch % 0 0 100 0 0 0 Total % 0 0 0 100 0 100 0 0 0 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 1 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny Groups Printed-5+ Axle Trucks SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 2 2 2 0 2 4 1 5 9 04:15 PM 0 3 3 3 0 3 1 1 2 8 04:30 PM 0 1 1 1 0 1 1 1 2 4 04:45 PM 0 1 1 1 0 1 1 1 2 4 Total 0 7 7 7 0 7 7 4 11 25 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 3 3 1 0 1 2 1 3 7 05:30 PM 0 1 1 2 0 2 1 0 1 4 05:45 PM 0 1 1 0 0 0 2 1 3 4 Total 0 5 5 3 0 3 7 3 10 18 Grand Total 0 12 12 10 0 10 14 7 21 43 Apprch % 0 100 100 0 66.7 33.3 Total % 0 27.9 27.9 23.3 0 23.3 32.6 16.3 48.8 SR-79 (Temecula Parkway) Westbound Pechanga Parkway Northbound SR-79 (Temecula Parkway) Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 3 3 1 0 1 2 1 3 7 05:30 PM 0 1 1 2 0 2 1 0 1 4 05:45 PM 0 1 1 0 0 0 2 1 3 4 Total Volume 0 5 5 3 0 3 7 3 10 18 % App. Total 0 100 100 0 70 30 PHF .000 .417 .417 .375 .000 .375 .875 .750 .833 .643 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TEPE79PM Site Code : 06738743 Start Date : 9/13/2007 Page No : 2 City of Temecula N/S: Pechanga Parkway E/W: SR-79 (Temecula Parkway) Weather: Sunny SR-79 (Temecula Parkway) SR-79 (Temecula Parkway) Pechanga Parkway Thru5 Left0 Out In Total 7 5 12 Left3 Right0 Out In Total 3 3 6 Thru7 Right3 Out In Total 8 10 18 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 2 1 3 +15 mins. 0 3 3 1 0 1 2 1 3 +30 mins. 0 1 1 2 0 2 1 0 1 +45 mins. 0 1 1 0 0 0 2 1 3 Total Volume 0 5 5 3 0 3 7 3 10 % App. Total 0 100 100 0 70 30 PHF .000 .417 .417 .375 .000 .375 .875 .750 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 80 250 330 30 37 67 310 45 355 752 07:15 AM 70 308 378 14 7 21 230 45 275 674 07:30 AM 52 262 314 54 14 68 217 35 252 634 07:45 AM 37 314 351 26 30 56 243 38 281 688 Total 239 1134 1373 124 88 212 1000 163 1163 2748 08:00 AM 51 262 313 32 15 47 212 40 252 612 08:15 AM 28 239 267 43 13 56 203 33 236 559 08:30 AM 17 216 233 36 23 59 214 35 249 541 08:45 AM 26 306 332 42 16 58 250 30 280 670 Total 122 1023 1145 153 67 220 879 138 1017 2382 Grand Total 361 2157 2518 277 155 432 1879 301 2180 5130 Apprch % 14.3 85.7 64.1 35.9 86.2 13.8 Total % 7 42 49.1 5.4 3 8.4 36.6 5.9 42.5 Passenger Vehicles 359 2042 2401 267 147 414 1687 293 1980 4795 % Passenger Vehicles 99.4 94.7 95.4 96.4 94.8 95.8 89.8 97.3 90.8 93.5 Large 2 Axle Vehicles 2 57 59 10 6 16 118 6 124 199 % Large 2 Axle Vehicles 0.6 2.6 2.3 3.6 3.9 3.7 6.3 2 5.7 3.9 3 Axle Vehicles 0 29 29 0 1 1 28 1 29 59 % 3 Axle Vehicles 0 1.3 1.2 0 0.6 0.2 1.5 0.3 1.3 1.2 4 Axle Trucks 0 0 0 0 0 0 18 0 18 18 % 4 Axle Trucks 0 0 0 0 0 0 1 0 0.8 0.4 5+ Axle Trucks 0 29 29 0 1 1 28 1 29 59 % 5+ Axle Trucks 0 1.3 1.2 0 0.6 0.2 1.5 0.3 1.3 1.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 80 250 330 30 37 67 310 45 355 752 07:15 AM 70 308 378 14 7 21 230 45 275 674 07:30 AM 52 262 314 54 14 68 217 35 252 634 07:45 AM 37 314 351 26 30 56 243 38 281 688 Total Volume 239 1134 1373 124 88 212 1000 163 1163 2748 % App. Total 17.4 82.6 58.5 41.5 86 14 PHF .747 .903 .908 .574 .595 .779 .806 .906 .819 .914 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1134 Left 239 Out In Total 1088 1373 2461 Left 124 Right 88 Out In Total 402 212 614 Thru 1000 Right 163 Out In Total 1258 1163 2421 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:00 AM +0 mins. 80 250 330 54 14 68 310 45 355 +15 mins. 70 308 378 26 30 56 230 45 275 +30 mins. 52 262 314 32 15 47 217 35 252 +45 mins. 37 314 351 43 13 56 243 38 281 Total Volume 239 1134 1373 155 72 227 1000 163 1163 % App. Total 17.4 82.6 68.3 31.7 86 14 PHF .747 .903 .908 .718 .600 .835 .806 .906 .819 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 80 243 323 28 35 63 291 44 335 721 07:15 AM 69 303 372 13 6 19 209 45 254 645 07:30 AM 52 248 300 52 14 66 192 35 227 593 07:45 AM 36 295 331 26 28 54 209 36 245 630 Total 237 1089 1326 119 83 202 901 160 1061 2589 08:00 AM 51 247 298 30 15 45 202 40 242 585 08:15 AM 28 230 258 40 13 53 182 32 214 525 08:30 AM 17 195 212 36 21 57 180 35 215 484 08:45 AM 26 281 307 42 15 57 222 26 248 612 Total 122 953 1075 148 64 212 786 133 919 2206 Grand Total 359 2042 2401 267 147 414 1687 293 1980 4795 Apprch % 15 85 64.5 35.5 85.2 14.8 Total % 7.5 42.6 50.1 5.6 3.1 8.6 35.2 6.1 6.1 41.3 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 80 243 323 28 35 63 291 44 335 721 07:15 AM 69 303 372 13 6 19 209 45 254 645 07:30 AM 52 248 300 52 14 66 192 35 227 593 07:45 AM 36 295 331 26 28 54 209 36 245 630 Total Volume 237 1089 1326 119 83 202 901 160 1061 2589 % App. Total 17.9 82.1 58.9 41.1 84.9 15.1 PHF .741 .899 .891 .572 .593 .765 .774 .889 .792 .898 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1089 Left 237 Out In Total 984 1326 2310 Left 119 Right 83 Out In Total 397 202 599 Thru 901 Right 160 Out In Total 1208 1061 2269 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:00 AM +0 mins. 80 243 323 52 14 66 291 44 335 +15 mins. 69 303 372 26 28 54 209 45 254 +30 mins. 52 248 300 30 15 45 192 35 227 +45 mins. 36 295 331 40 13 53 209 36 245 Total Volume 237 1089 1326 148 70 218 901 160 1061 % App. Total 17.9 82.1 67.9 32.1 84.9 15.1 PHF .741 .899 .891 .712 .625 .826 .774 .889 .792 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Large 2 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 3 3 2 0 2 16 1 17 22 07:15 AM 1 3 4 1 1 2 17 0 17 23 07:30 AM 0 6 6 2 0 2 16 0 16 24 07:45 AM 1 5 6 0 2 2 24 2 26 34 Total 2 17 19 5 3 8 73 3 76 103 08:00 AM 0 13 13 2 0 2 8 0 8 23 08:15 AM 0 7 7 3 0 3 11 1 12 22 08:30 AM 0 7 7 0 2 2 12 0 12 21 08:45 AM 0 13 13 0 1 1 14 2 16 30 Total 0 40 40 5 3 8 45 3 48 96 Grand Total 2 57 59 10 6 16 118 6 124 199 Apprch % 3.4 96.6 62.5 37.5 95.2 4.8 Total % 1 28.6 29.6 5 3 8 59.3 3 62.3 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 3 3 2 0 2 16 1 17 22 07:15 AM 1 3 4 1 1 2 17 0 17 23 07:30 AM 0 6 6 2 0 2 16 0 16 24 07:45 AM 1 5 6 0 2 2 24 2 26 34 Total Volume 2 17 19 5 3 8 73 3 76 103 % App. Total 10.5 89.5 62.5 37.5 96.1 3.9 PHF .500 .708 .792 .625 .375 1.000 .760 .375 .731 .757 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 17 Left2 Out In Total 76 19 95 Left5 Right3 Out In Total 5 8 13 Thru 73 Right3 Out In Total 22 76 98 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 3 3 2 0 2 16 1 17 +15 mins. 1 3 4 1 1 2 17 0 17 +30 mins. 0 6 6 2 0 2 16 0 16 +45 mins. 1 5 6 0 2 2 24 2 26 Total Volume 2 17 19 5 3 8 73 3 76 % App. Total 10.5 89.5 62.5 37.5 96.1 3.9 PHF .500 .708 .792 .625 .375 1.000 .760 .375 .731 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-3 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total 0 14 14 0 1 1 9 0 9 24 08:00 AM 0 1 1 0 0 0 0 0 0 1 08:15 AM 0 1 1 0 0 0 4 0 4 5 08:30 AM 0 7 7 0 0 0 10 0 10 17 08:45 AM 0 6 6 0 0 0 5 1 6 12 Total 0 15 15 0 0 0 19 1 20 35 Grand Total 0 29 29 0 1 1 28 1 29 59 Apprch % 0 100 0 100 96.6 3.4 Total % 0 49.2 49.2 0 1.7 1.7 47.5 1.7 49.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total Volume 0 14 14 0 1 1 9 0 9 24 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 14 Left0 Out In Total 10 14 24 Left0 Right1 Out In Total 0 1 1 Thru9 Right0 Out In Total 14 9 23 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 2 2 0 1 1 1 0 1 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 4 4 0 0 0 3 0 3 +45 mins. 0 7 7 0 0 0 3 0 3 Total Volume 0 14 14 0 1 1 9 0 9 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-4 Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 3 0 3 3 07:45 AM 0 0 0 0 0 0 4 0 4 4 Total 0 0 0 0 0 0 8 0 8 8 08:00 AM 0 0 0 0 0 0 2 0 2 2 08:15 AM 0 0 0 0 0 0 2 0 2 2 08:30 AM 0 0 0 0 0 0 2 0 2 2 08:45 AM 0 0 0 0 0 0 4 0 4 4 Total 0 0 0 0 0 0 10 0 10 10 Grand Total 0 0 0 0 0 0 18 0 18 18 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 1 0 1 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 3 0 3 3 07:45 AM 0 0 0 0 0 0 4 0 4 4 Total Volume 0 0 0 0 0 0 8 0 8 8 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .000 .500 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 8 0 8 Left0 Right0 Out In Total 0 0 0 Thru8 Right0 Out In Total 0 8 8 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 3 0 3 +45 mins. 0 0 0 0 0 0 4 0 4 Total Volume 0 0 0 0 0 0 8 0 8 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total 0 14 14 0 1 1 9 0 9 24 08:00 AM 0 1 1 0 0 0 0 0 0 1 08:15 AM 0 1 1 0 0 0 4 0 4 5 08:30 AM 0 7 7 0 0 0 10 0 10 17 08:45 AM 0 6 6 0 0 0 5 1 6 12 Total 0 15 15 0 0 0 19 1 20 35 Grand Total 0 29 29 0 1 1 28 1 29 59 Apprch % 0 100 0 100 96.6 3.4 Total % 0 49.2 49.2 0 1.7 1.7 47.5 1.7 49.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 2 2 0 1 1 1 0 1 4 07:15 AM 0 1 1 0 0 0 2 0 2 3 07:30 AM 0 4 4 0 0 0 3 0 3 7 07:45 AM 0 7 7 0 0 0 3 0 3 10 Total Volume 0 14 14 0 1 1 9 0 9 24 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEAM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 14 Left0 Out In Total 10 14 24 Left0 Right1 Out In Total 0 1 1 Thru9 Right0 Out In Total 14 9 23 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 2 2 0 1 1 1 0 1 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 4 4 0 0 0 3 0 3 +45 mins. 0 7 7 0 0 0 3 0 3 Total Volume 0 14 14 0 1 1 9 0 9 % App. Total 0 100 0 100 100 0 PHF .000 .500 .500 .000 .250 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 22 298 320 56 65 121 294 39 333 774 04:15 PM 11 248 259 76 58 134 257 44 301 694 04:30 PM 11 272 283 88 62 150 276 26 302 735 04:45 PM 14 295 309 76 77 153 300 32 332 794 Total 58 1113 1171 296 262 558 1127 141 1268 2997 05:00 PM 15 291 306 69 98 167 312 30 342 815 05:15 PM 13 283 296 89 82 171 370 21 391 858 05:30 PM 12 329 341 80 81 161 367 25 392 894 05:45 PM 26 269 295 89 73 162 350 22 372 829 Total 66 1172 1238 327 334 661 1399 98 1497 3396 Grand Total 124 2285 2409 623 596 1219 2526 239 2765 6393 Apprch % 5.1 94.9 51.1 48.9 91.4 8.6 Total % 1.9 35.7 37.7 9.7 9.3 19.1 39.5 3.7 43.3 Passenger Vehicles 121 2208 2329 614 591 1205 2492 231 2723 6257 % Passenger Vehicles 97.6 96.6 96.7 98.6 99.2 98.9 98.7 96.7 98.5 97.9 Large 2 Axle Vehicles 3 55 58 8 5 13 24 7 31 102 % Large 2 Axle Vehicles 2.4 2.4 2.4 1.3 0.8 1.1 1 2.9 1.1 1.6 3 Axle Vehicles 0 15 15 1 0 1 4 0 4 20 % 3 Axle Vehicles 0 0.7 0.6 0.2 0 0.1 0.2 0 0.1 0.3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 7 7 0 0 0 6 1 7 14 % 5+ Axle Trucks 0 0.3 0.3 0 0 0 0.2 0.4 0.3 0.2 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 291 306 69 98 167 312 30 342 815 05:15 PM 13 283 296 89 82 171 370 21 391 858 05:30 PM 12 329 341 80 81 161 367 25 392 894 05:45 PM 26 269 295 295 89 73 162 350 22 372 829 Total Volume 66 1172 1238 327 334 661 1399 98 1497 3396 % App. Total 5.3 94.7 49.5 50.5 93.5 6.5 PHF .635 .891 .908 .919 .852 .966 .945 .817 .955 .950 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1172 Left 66 Out In Total 1733 1238 2971 Left 327 Right 334 Out In Total 164 661 825 Thru 1399 Right 98 Out In Total 1499 1497 2996 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM +0 mins. 14 295 309 69 98 167 312 30 342 +15 mins. 15 291 306 89 82 171 370 21 391 +30 mins. 13 283 296 80 81 161 367 25 392 +45 mins. 12 329 341 89 73 162 350 22 372 Total Volume 54 1198 1252 327 334 661 1399 98 1497 % App. Total 4.3 95.7 49.5 50.5 93.5 6.5 PHF .900 .910 .918 .919 .852 .966 .945 .817 .955 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Passenger Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 21 277 298 56 65 121 284 38 322 741 04:15 PM 11 238 249 74 57 131 254 44 298 678 04:30 PM 11 265 276 86 62 148 269 24 293 717 04:45 PM 13 280 293 75 77 152 297 31 328 773 Total 56 1060 1116 291 261 552 1104 137 1241 2909 05:00 PM 15 282 297 67 95 162 310 29 339 798 05:15 PM 13 277 290 88 82 170 368 20 388 848 05:30 PM 12 324 336 80 81 161 361 24 385 882 05:45 PM 25 265 290 88 72 160 349 21 370 820 Total 65 1148 1213 323 330 653 1388 94 1482 3348 Grand Total 121 2208 2329 614 591 1205 2492 231 2723 6257 Apprch % 5.2 94.8 51 49 91.5 8.5 Total % 1.9 35.3 37.2 9.8 9.4 19.3 39.8 3.7 43.5 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 15 282 297 67 95 162 310 29 339 798 05:15 PM 13 277 290 88 82 170 368 20 388 848 05:30 PM 12 324 336 80 81 161 361 24 385 882 05:45 PM 25 265 290 88 72 160 349 21 370 820 Total Volume 65 1148 1213 323 330 653 1388 94 1482 3348 % App. Total 5.4 94.6 49.5 50.5 93.7 6.3 PHF .650 .886 .903 .918 .868 .960 .943 .810 .955 .949 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 1148 Left 65 Out In Total 1718 1213 2931 Left 323 Right 330 Out In Total 159 653 812 Thru 1388 Right 94 Out In Total 1471 1482 2953 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 05:00 PM +0 mins. 13 280 293 67 95 162 310 29 339 +15 mins. 15 282 297 88 82 170 368 20 388 +30 mins. 13 277 290 80 81 161 361 24 385 +45 mins. 12 324 336 88 72 160 349 21 370 Total Volume 53 1163 1216 323 330 653 1388 94 1482 % App. Total 4.4 95.6 49.5 50.5 93.7 6.3 PHF .883 .897 .905 .918 .868 .960 .943 .810 .955 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-Large 2 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 1 14 15 0 0 0 6 1 7 22 04:15 PM 0 4 4 2 1 3 3 0 3 10 04:30 PM 0 7 7 1 0 1 5 2 7 15 04:45 PM 1 7 8 1 0 1 3 1 4 13 Total 2 32 34 4 1 5 17 4 21 60 05:00 PM 0 9 9 2 3 5 0 0 0 14 05:15 PM 0 6 6 1 0 1 1 1 2 9 05:30 PM 0 4 4 0 0 0 5 1 6 10 05:45 PM 1 4 5 1 1 2 1 1 2 9 Total 1 23 24 4 4 8 7 3 10 42 Grand Total 3 55 58 8 5 13 24 7 31 102 Apprch % 5.2 94.8 61.5 38.5 77.4 22.6 Total % 2.9 53.9 56.9 7.8 4.9 12.7 23.5 6.9 30.4 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 9 9 2 3 5 0 0 0 14 05:15 PM 0 6 6 1 0 1 1 1 2 9 05:30 PM 0 4 4 0 0 0 5 1 6 10 05:45 PM 1 4 5 1 1 2 1 1 2 9 Total Volume 1 23 24 4 4 8 7 3 10 42 % App. Total 4.2 95.8 50 50 70 30 PHF .250 .639 .667 .500 .333 .400 .350 .750 .417 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru 23 Left1 Out In Total 11 24 35 Left4 Right4 Out In Total 4 8 12 Thru7 Right3 Out In Total 27 10 37 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 9 9 2 3 5 0 0 0 +15 mins. 0 6 6 1 0 1 1 1 2 +30 mins. 0 4 4 0 0 0 5 1 6 +45 mins. 1 4 5 1 1 2 1 1 2 Total Volume 1 23 24 4 4 8 7 3 10 % App. Total 4.2 95.8 50 50 70 30 PHF .250 .639 .667 .500 .333 .400 .350 .750 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-3 Axle Vehicles Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 6 6 0 0 0 2 0 2 8 04:15 PM 0 4 4 0 0 0 0 0 0 4 04:30 PM 0 0 0 1 0 1 2 0 2 3 04:45 PM 0 5 5 0 0 0 0 0 0 5 Total 0 15 15 1 0 1 4 0 4 20 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 15 15 1 0 1 4 0 4 20 Apprch % 0 100 100 0 100 0 Total % 0 75 75 5 0 5 20 0 20 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-4 Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Groups Printed-5+ Axle Trucks Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 1 1 0 0 0 2 0 2 3 04:15 PM 0 2 2 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 3 3 0 0 0 0 0 0 3 Total 0 6 6 0 0 0 2 0 2 8 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 1 1 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 1 1 0 0 0 4 1 5 6 Grand Total 0 7 7 0 0 0 6 1 7 14 Apprch % 0 100 0 0 85.7 14.3 Total % 0 50 50 0 0 0 42.9 7.1 50 Pechanga Parkway Westbound Rainbow Canyon Road Northbound Pechanga Parkway Eastbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 2 1 3 3 05:15 PM 0 0 0 0 0 0 1 0 1 1 05:30 PM 0 1 1 0 0 0 1 0 1 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 4 1 5 6 % App. Total 0 100 0 0 80 20 PHF .000 .250 .250 .000 .000 .000 .500 .250 .417 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERAPEPM Site Code : 06738757 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Pechanga Parkway Weather: Sunny Pechanga Parkway Pechanga Parkway Rainbow Canyon Road Thru1 Left0 Out In Total 4 1 5 Left0 Right0 Out In Total 1 0 1 Thru4 Right1 Out In Total 1 5 6 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 2 1 3 +15 mins. 0 0 0 0 0 0 1 0 1 +30 mins. 0 1 1 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 1 1 0 0 0 4 1 5 % App. Total 0 100 0 0 80 20 PHF .000 .250 .250 .000 .000 .000 .500 .250 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 118 0 118 0 52 52 3 0 3 173 07:15 AM 114 3 117 0 24 24 0 0 0 141 07:30 AM 86 2 88 0 64 64 2 1 3 155 07:45 AM 70 1 71 0 45 45 2 1 3 119 Total 388 6 394 0 185 185 7 2 9 588 08:00 AM 84 2 86 1 40 41 3 1 4 131 08:15 AM 57 1 58 0 40 40 4 0 4 102 08:30 AM 44 2 46 1 48 49 1 0 1 96 08:45 AM 51 0 51 0 47 47 3 1 4 102 Total 236 5 241 2 175 177 11 2 13 431 Grand Total 624 11 635 2 360 362 18 4 22 1019 Apprch % 98.3 1.7 0.6 99.4 81.8 18.2 Total % 61.2 1.1 62.3 0.2 35.3 35.5 1.8 0.4 2.2 Passenger Vehicles 614 11 625 2 345 347 18 4 22 994 % Passenger Vehicles 98.4 100 98.4 100 95.8 95.9 100 100 100 97.5 Large 2 Axle Vehicles 9 0 9 0 13 13 0 0 0 22 % Large 2 Axle Vehicles 1.4 0 1.4 0 3.6 3.6 0 0 0 2.2 3 Axle Vehicles 1 0 1 0 1 1 0 0 0 2 % 3 Axle Vehicles 0.2 0 0.2 0 0.3 0.3 0 0 0 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 1 1 0 0 0 1 % 5+ Axle Trucks 0 0 0 0 0.3 0.3 0 0 0 0.1 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 118 0 118 0 52 52 3 0 3 173 07:15 AM 114 3 117 0 24 24 0 0 0 141 07:30 AM 86 2 88 0 64 64 2 1 3 155 07:45 AM 70 1 71 0 45 45 2 1 3 119 Total Volume 388 6 394 0 185 185 7 2 9 588 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .822 .500 .835 .000 .723 .723 .583 .500 .750 .850 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right6 Thru 388 Out In Total 192 394 586 Left0 Thru 185 Out In Total 390 185 575 Left7 Right2 Out In Total 6 9 15 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 118 0 118 0 52 52 3 0 3 +15 mins. 114 3 117 0 24 24 0 0 0 +30 mins. 86 2 88 0 64 64 2 1 3 +45 mins. 70 1 71 0 45 45 2 1 3 Total Volume 388 6 394 0 185 185 7 2 9 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .822 .500 .835 .000 .723 .723 .583 .500 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 117 0 117 0 50 50 3 0 3 170 07:15 AM 113 3 116 0 22 22 0 0 0 138 07:30 AM 86 2 88 0 61 61 2 1 3 152 07:45 AM 67 1 68 0 43 43 2 1 3 114 Total 383 6 389 0 176 176 7 2 9 574 08:00 AM 83 2 85 1 38 39 3 1 4 128 08:15 AM 55 1 56 0 38 38 4 0 4 98 08:30 AM 44 2 46 1 46 47 1 0 1 94 08:45 AM 49 0 49 0 47 47 3 1 4 100 Total 231 5 236 2 169 171 11 2 13 420 Grand Total 614 11 625 2 345 347 18 4 22 994 Apprch % 98.2 1.8 0.6 99.4 81.8 18.2 Total % 61.8 1.1 62.9 0.2 34.7 34.9 1.8 0.4 2.2 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 117 0 117 0 50 50 3 0 3 170 07:15 AM 113 3 116 0 22 22 0 0 0 138 07:30 AM 86 2 88 0 61 61 2 1 3 152 07:45 AM 67 1 68 0 43 43 2 1 3 114 Total Volume 383 6 389 0 176 176 7 2 9 574 % App. Total 98.5 1.5 0 100 77.8 22.2 PHF .818 .500 .831 .000 .721 .721 .583 .500 .750 .844 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right6 Thru 383 Out In Total 183 389 572 Left0 Thru 176 Out In Total 385 176 561 Left7 Right2 Out In Total 6 9 15 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 07:30 AM +0 mins. 117 0 117 0 61 61 2 1 3 +15 mins. 113 3 116 0 43 43 2 1 3 +30 mins. 86 2 88 1 38 39 3 1 4 +45 mins. 67 1 68 0 38 38 4 0 4 Total Volume 383 6 389 1 180 181 11 3 14 % App. Total 98.5 1.5 0.6 99.4 78.6 21.4 PHF .818 .500 .831 .250 .738 .742 .688 .750 .875 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 0 1 0 2 2 0 0 0 3 07:15 AM 1 0 1 0 1 1 0 0 0 2 07:30 AM 0 0 0 0 2 2 0 0 0 2 07:45 AM 3 0 3 0 2 2 0 0 0 5 Total 5 0 5 0 7 7 0 0 0 12 08:00 AM 1 0 1 0 2 2 0 0 0 3 08:15 AM 2 0 2 0 2 2 0 0 0 4 08:30 AM 0 0 0 0 2 2 0 0 0 2 08:45 AM 1 0 1 0 0 0 0 0 0 1 Total 4 0 4 0 6 6 0 0 0 10 Grand Total 9 0 9 0 13 13 0 0 0 22 Apprch % 100 0 0 100 0 0 Total % 40.9 0 40.9 0 59.1 59.1 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 0 1 0 2 2 0 0 0 3 07:15 AM 1 0 1 0 1 1 0 0 0 2 07:30 AM 0 0 0 0 2 2 0 0 0 2 07:45 AM 3 0 3 0 2 2 0 0 0 5 Total Volume 5 0 5 0 7 7 0 0 0 12 % App. Total 100 0 0 100 0 0 PHF .417 .000 .417 .000 .875 .875 .000 .000 .000 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru5 Out In Total 7 5 12 Left0 Thru7 Out In Total 5 7 12 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 1 0 1 0 2 2 0 0 0 +15 mins. 1 0 1 0 1 1 0 0 0 +30 mins. 0 0 0 0 2 2 0 0 0 +45 mins. 3 0 3 0 2 2 0 0 0 Total Volume 5 0 5 0 7 7 0 0 0 % App. Total 100 0 0 100 0 0 PHF .417 .000 .417 .000 .875 .875 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 1 1 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 1 0 1 0 0 0 0 0 0 1 Total 1 0 1 0 0 0 0 0 0 1 Grand Total 1 0 1 0 1 1 0 0 0 2 Apprch % 100 0 0 100 0 0 Total % 50 0 50 0 50 50 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM --Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 1 1 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 1 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 1 0 1 Left0 Thru1 Out In Total 0 1 1 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 1 1 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 1 1 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 1 0 0 0 1 Apprch % 0 0 0 100 0 0 Total % 0 0 0 0 100 100 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 1 1 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 1 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIAM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 1 0 1 Left0 Thru1 Out In Total 0 1 1 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 1 1 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 1 1 0 0 0 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .250 .250 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 49 4 53 0 123 123 0 0 0 176 04:15 PM 54 1 55 0 121 121 1 0 1 177 04:30 PM 31 1 32 0 153 153 0 0 0 185 04:45 PM 46 0 46 0 147 147 0 0 0 193 Total 180 6 186 0 544 544 1 0 1 731 05:00 PM 34 3 37 0 171 171 0 0 0 208 05:15 PM 34 0 34 0 168 168 2 0 2 204 05:30 PM 36 3 39 0 170 170 0 0 0 209 05:45 PM 49 3 52 0 153 153 1 0 1 206 Total 153 9 162 0 662 662 3 0 3 827 Grand Total 333 15 348 0 1206 1206 4 0 4 1558 Apprch % 95.7 4.3 0 100 100 0 Total % 21.4 1 22.3 0 77.4 77.4 0.3 0 0.3 Passenger Vehicles 323 15 338 0 1192 1192 4 0 4 1534 % Passenger Vehicles 97 100 97.1 0 98.8 98.8 100 0 100 98.5 Large 2 Axle Vehicles 10 0 10 0 13 13 0 0 0 23 % Large 2 Axle Vehicles 3 0 2.9 0 1.1 1.1 0 0 0 1.5 3 Axle Vehicles 0 0 0 0 1 1 0 0 0 1 % 3 Axle Vehicles 0 0 0 0 0.1 0.1 0 0 0 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 34 3 37 0 171 171 0 0 0 208 05:15 PM 34 0 34 0 168 168 2 0 2 204 05:30 PM 36 3 39 0 170 170 0 0 0 209 05:45 PM 49 3 52 0 153 153 1 0 1 206 Total Volume 153 9 162 0 662 662 3 0 3 827 % App. Total 94.4 5.6 0 100 100 0 PHF .781 .750 .779 .000 .968 .968 .375 .000 .375 .989 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right9 Thru 153 Out In Total 665 162 827 Left0 Thru 662 Out In Total 153 662 815 Left3 Right0 Out In Total 9 3 12 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 49 4 53 0 171 171 0 0 0 +15 mins. 54 1 55 0 168 168 2 0 2 +30 mins. 31 1 32 0 170 170 0 0 0 +45 mins. 46 0 46 0 153 153 1 0 1 Total Volume 180 6 186 0 662 662 3 0 3 % App. Total 96.8 3.2 0 100 100 0 PHF .833 .375 .845 .000 .968 .968 .375 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 48 4 52 0 121 121 0 0 0 173 04:15 PM 52 1 53 0 119 119 1 0 1 173 04:30 PM 30 1 31 0 151 151 0 0 0 182 04:45 PM 44 0 44 0 146 146 0 0 0 190 Total 174 6 180 0 537 537 1 0 1 718 05:00 PM 34 3 37 0 166 166 0 0 0 203 05:15 PM 33 0 33 0 166 166 2 0 2 201 05:30 PM 34 3 37 0 170 170 0 0 0 207 05:45 PM 48 3 51 0 153 153 1 0 1 205 Total 149 9 158 0 655 655 3 0 3 816 Grand Total 323 15 338 0 1192 1192 4 0 4 1534 Apprch % 95.6 4.4 0 100 100 0 Total % 21.1 1 22 0 77.7 77.7 0.3 0 0.3 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 34 3 37 0 166 166 0 0 0 203 05:15 PM 33 0 33 0 166 166 2 0 2 201 05:30 PM 34 3 37 0 170 170 0 0 0 207 05:45 PM 48 3 51 0 153 153 1 0 1 205 Total Volume 149 9 158 0 655 655 3 0 3 816 % App. Total 94.3 5.7 0 100 100 0 PHF .776 .750 .775 .000 .963 .963 .375 .000 .375 .986 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right9 Thru 149 Out In Total 658 158 816 Left0 Thru 655 Out In Total 149 655 804 Left3 Right0 Out In Total 9 3 12 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 48 4 52 0 166 166 0 0 0 +15 mins. 52 1 53 0 166 166 2 0 2 +30 mins. 30 1 31 0 170 170 0 0 0 +45 mins. 44 0 44 0 153 153 1 0 1 Total Volume 174 6 180 0 655 655 3 0 3 % App. Total 96.7 3.3 0 100 100 0 PHF .837 .375 .849 .000 .963 .963 .375 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 2 2 0 0 0 3 04:15 PM 2 0 2 0 2 2 0 0 0 4 04:30 PM 1 0 1 0 1 1 0 0 0 2 04:45 PM 2 0 2 0 1 1 0 0 0 3 Total 6 0 6 0 6 6 0 0 0 12 05:00 PM 0 0 0 0 5 5 0 0 0 5 05:15 PM 1 0 1 0 2 2 0 0 0 3 05:30 PM 2 0 2 0 0 0 0 0 0 2 05:45 PM 1 0 1 0 0 0 0 0 0 1 Total 4 0 4 0 7 7 0 0 0 11 Grand Total 10 0 10 0 13 13 0 0 0 23 Apprch % 100 0 0 100 0 0 Total % 43.5 0 43.5 0 56.5 56.5 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 5 5 0 0 0 5 05:15 PM 1 0 1 0 2 2 0 0 0 3 05:30 PM 2 0 2 0 0 0 0 0 0 2 05:45 PM 1 0 1 0 0 0 0 0 0 1 Total Volume 4 0 4 0 7 7 0 0 0 11 % App. Total 100 0 0 100 0 0 PHF .500 .000 .500 .000 .350 .350 .000 .000 .000 .550 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru4 Out In Total 7 4 11 Left0 Thru7 Out In Total 4 7 11 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 5 5 0 0 0 +15 mins. 1 0 1 0 2 2 0 0 0 +30 mins. 2 0 2 0 0 0 0 0 0 +45 mins. 1 0 1 0 0 0 0 0 0 Total Volume 4 0 4 0 7 7 0 0 0 % App. Total 100 0 0 100 0 0 PHF .500 .000 .500 .000 .350 .350 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 1 1 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 1 1 0 0 0 1 Apprch % 0 0 0 100 0 0 Total % 0 0 0 0 100 100 0 0 0 Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Rainbow Canyon Road Northbound Birdie Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABIPM Site Code : 06738752 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Birdie Drive Weather: Sunny Rainbow Canyon Road Birdie Drive Rainbow Canyon Road Right0 Thru0 Out In Total 0 0 0 Left0 Thru0 Out In Total 0 0 0 Left0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 115 118 19 17 36 35 1 36 190 07:15 AM 3 108 111 19 8 27 17 0 17 155 07:30 AM 5 79 84 11 25 36 42 1 43 163 07:45 AM 3 64 67 12 13 25 32 1 33 125 Total 14 366 380 61 63 124 126 3 129 633 08:00 AM 4 80 84 13 17 30 23 1 24 138 08:15 AM 7 51 58 5 11 16 30 1 31 105 08:30 AM 2 39 41 4 18 22 34 2 36 99 08:45 AM 4 47 51 5 19 24 28 0 28 103 Total 17 217 234 27 65 92 115 4 119 445 Grand Total 31 583 614 88 128 216 241 7 248 1078 Apprch % 5 95 40.7 59.3 97.2 2.8 Total % 2.9 54.1 57 8.2 11.9 20 22.4 0.6 23 Passenger Vehicles 31 572 603 87 128 215 227 7 234 1052 % Passenger Vehicles 100 98.1 98.2 98.9 100 99.5 94.2 100 94.4 97.6 Large 2 Axle Vehicles 0 10 10 1 0 1 12 0 12 23 % Large 2 Axle Vehicles 0 1.7 1.6 1.1 0 0.5 5 0 4.8 2.1 3 Axle Vehicles 0 1 1 0 0 0 1 0 1 2 % 3 Axle Vehicles 0 0.2 0.2 0 0 0 0.4 0 0.4 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 1 0 1 1 % 5+ Axle Trucks 0 0 0 0 0 0 0.4 0 0.4 0.1 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 3 115 118 19 17 36 35 1 36 190 07:15 AM 3 108 111 19 8 27 17 0 17 155 07:30 AM 5 79 84 11 25 36 42 1 43 163 07:45 AM 3 64 67 12 13 25 32 1 33 125 Total Volume 14 366 380 61 63 124 126 3 129 633 % App. Total 3.7 96.3 49.2 50.8 97.7 2.3 PHF .700 .796 .805 .803 .630 .861 .750 .750 .750 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 366 Left 14 Out In Total 189 380 569 Right 63 Left 61 Out In Total 17 124 141 Thru 126 Right3 Out In Total 427 129 556 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:30 AM +0 mins. 3 115 118 19 17 36 42 1 43 +15 mins. 3 108 111 19 8 27 32 1 33 +30 mins. 5 79 84 11 25 36 23 1 24 +45 mins. 3 64 67 12 13 25 30 1 31 Total Volume 14 366 380 61 63 124 127 4 131 % App. Total 3.7 96.3 49.2 50.8 96.9 3.1 PHF .700 .796 .805 .803 .630 .861 .756 1.000 .762 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 114 117 19 17 36 34 1 35 188 07:15 AM 3 107 110 18 8 26 15 0 15 151 07:30 AM 5 79 84 11 25 36 39 1 40 160 07:45 AM 3 61 64 12 13 25 30 1 31 120 Total 14 361 375 60 63 123 118 3 121 619 08:00 AM 4 79 83 13 17 30 21 1 22 135 08:15 AM 7 49 56 5 11 16 28 1 29 101 08:30 AM 2 39 41 4 18 22 32 2 34 97 08:45 AM 4 44 48 5 19 24 28 0 28 100 Total 17 211 228 27 65 92 109 4 113 433 Grand Total 31 572 603 87 128 215 227 7 234 1052 Apprch % 5.1 94.9 40.5 59.5 97 3 Total % 2.9 54.4 57.3 8.3 12.2 20.4 21.6 0.7 22.2 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 3 114 117 19 17 36 34 1 35 188 07:15 AM 3 107 110 18 8 26 15 0 15 151 07:30 AM 5 79 84 11 25 36 39 1 40 160 07:45 AM 3 61 64 12 13 25 30 1 31 120 Total Volume 14 361 375 60 63 123 118 3 121 619 % App. Total 3.7 96.3 48.8 51.2 97.5 2.5 PHF .700 .792 .801 .789 .630 .854 .756 .750 .756 .823 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 361 Left 14 Out In Total 181 375 556 Right 63 Left 60 Out In Total 17 123 140 Thru 118 Right3 Out In Total 421 121 542 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:30 AM +0 mins. 3 114 117 19 17 36 39 1 40 +15 mins. 3 107 110 18 8 26 30 1 31 +30 mins. 5 79 84 11 25 36 21 1 22 +45 mins. 3 61 64 12 13 25 28 1 29 Total Volume 14 361 375 60 63 123 118 4 122 % App. Total 3.7 96.3 48.8 51.2 96.7 3.3 PHF .700 .792 .801 .789 .630 .854 .756 1.000 .763 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 1 1 0 0 0 1 0 1 2 07:15 AM 0 1 1 1 0 1 1 0 1 3 07:30 AM 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 3 3 0 0 0 2 0 2 5 Total 0 5 5 1 0 1 6 0 6 12 08:00 AM 0 1 1 0 0 0 2 0 2 3 08:15 AM 0 2 2 0 0 0 2 0 2 4 08:30 AM 0 0 0 0 0 0 2 0 2 2 08:45 AM 0 2 2 0 0 0 0 0 0 2 Total 0 5 5 0 0 0 6 0 6 11 Grand Total 0 10 10 1 0 1 12 0 12 23 Apprch % 0 100 100 0 100 0 Total % 0 43.5 43.5 4.3 0 4.3 52.2 0 52.2 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 1 1 0 0 0 1 0 1 2 07:15 AM 0 1 1 1 0 1 1 0 1 3 07:30 AM 0 0 0 0 0 0 2 0 2 2 07:45 AM 0 3 3 0 0 0 2 0 2 5 Total Volume 0 5 5 1 0 1 6 0 6 12 % App. Total 0 100 100 0 100 0 PHF .000 .417 .417 .250 .000 .250 .750 .000 .750 .600 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru5 Left0 Out In Total 6 5 11 Right0 Left1 Out In Total 0 1 1 Thru6 Right0 Out In Total 6 6 12 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 1 1 0 0 0 1 0 1 +15 mins. 0 1 1 1 0 1 1 0 1 +30 mins. 0 0 0 0 0 0 2 0 2 +45 mins. 0 3 3 0 0 0 2 0 2 Total Volume 0 5 5 1 0 1 6 0 6 % App. Total 0 100 100 0 100 0 PHF .000 .417 .417 .250 .000 .250 .750 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 1 1 0 0 0 0 0 0 1 Total 0 1 1 0 0 0 0 0 0 1 Grand Total 0 1 1 0 0 0 1 0 1 2 Apprch % 0 100 0 0 100 0 Total % 0 50 50 0 0 0 50 0 50 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 0 1 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 1 0 1 Right0 Left0 Out In Total 0 0 0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAAM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 1 0 1 Right0 Left0 Out In Total 0 0 0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 9 41 50 5 9 14 114 9 123 187 04:15 PM 13 35 48 2 10 12 112 6 118 178 04:30 PM 10 25 35 1 12 13 140 7 147 195 04:45 PM 4 43 47 3 9 12 140 7 147 206 Total 36 144 180 11 40 51 506 29 535 766 05:00 PM 7 27 34 2 11 13 161 1 162 209 05:15 PM 8 26 34 5 10 15 158 12 170 219 05:30 PM 9 25 34 1 11 12 160 6 166 212 05:45 PM 10 39 49 5 13 18 138 10 148 215 Total 34 117 151 13 45 58 617 29 646 855 Grand Total 70 261 331 24 85 109 1123 58 1181 1621 Apprch % 21.1 78.9 22 78 95.1 4.9 Total % 4.3 16.1 20.4 1.5 5.2 6.7 69.3 3.6 72.9 Passenger Vehicles 69 253 322 23 83 106 1109 57 1166 1594 % Passenger Vehicles 98.6 96.9 97.3 95.8 97.6 97.2 98.8 98.3 98.7 98.3 Large 2 Axle Vehicles 1 8 9 1 2 3 13 1 14 26 % Large 2 Axle Vehicles 1.4 3.1 2.7 4.2 2.4 2.8 1.2 1.7 1.2 1.6 3 Axle Vehicles 0 0 0 0 0 0 1 0 1 1 % 3 Axle Vehicles 0 0 0 0 0 0 0.1 0 0.1 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 7 27 34 2 11 13 161 1 162 209 05:15 PM 8 26 34 5 10 15 158 12 170 219 05:30 PM 9 25 34 1 11 12 160 6 166 212 05:45 PM 10 39 49 5 13 18 138 10 148 215 Total Volume 34 117 151 13 45 58 617 29 646 855 % App. Total 22.5 77.5 22.4 77.6 95.5 4.5 PHF .850 .750 .770 .650 .865 .806 .958 .604 .950 .976 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 117 Left 34 Out In Total 662 151 813 Right 45 Left 13 Out In Total 63 58 121 Thru 617 Right 29 Out In Total 130 646 776 Peak Hour Begins at 05:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 9 41 50 2 11 13 161 1 162 +15 mins. 13 35 48 5 10 15 158 12 170 +30 mins. 10 25 35 1 11 12 160 6 166 +45 mins. 4 43 47 5 13 18 138 10 148 Total Volume 36 144 180 13 45 58 617 29 646 % App. Total 20 80 22.4 77.6 95.5 4.5 PHF .692 .837 .900 .650 .865 .806 .958 .604 .950 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Passenger Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 9 40 49 4 8 12 111 9 120 181 04:15 PM 12 34 46 2 10 12 110 6 116 174 04:30 PM 10 24 34 1 12 13 138 7 145 192 04:45 PM 4 41 45 3 9 12 139 7 146 203 Total 35 139 174 10 39 49 498 29 527 750 05:00 PM 7 27 34 2 10 12 157 0 157 203 05:15 PM 8 25 33 5 10 15 156 12 168 216 05:30 PM 9 24 33 1 11 12 160 6 166 211 05:45 PM 10 38 48 5 13 18 138 10 148 214 Total 34 114 148 13 44 57 611 28 639 844 Grand Total 69 253 322 23 83 106 1109 57 1166 1594 Apprch % 21.4 78.6 21.7 78.3 95.1 4.9 Total % 4.3 15.9 20.2 1.4 5.2 6.6 69.6 3.6 73.1 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 7 27 34 2 10 12 157 0 157 203 05:15 PM 8 25 33 5 10 15 156 12 168 216 05:30 PM 9 24 33 1 11 12 160 6 166 211 05:45 PM 10 38 48 5 13 18 138 10 148 214 Total Volume 34 114 148 13 44 57 611 28 639 844 % App. Total 23 77 22.8 77.2 95.6 4.4 PHF .850 .750 .771 .650 .846 .792 .955 .583 .951 .977 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru 114 Left 34 Out In Total 655 148 803 Right 44 Left 13 Out In Total 62 57 119 Thru 611 Right 28 Out In Total 127 639 766 Peak Hour Begins at 05:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 05:00 PM +0 mins. 9 40 49 2 10 12 157 0 157 +15 mins. 12 34 46 5 10 15 156 12 168 +30 mins. 10 24 34 1 11 12 160 6 166 +45 mins. 4 41 45 5 13 18 138 10 148 Total Volume 35 139 174 13 44 57 611 28 639 % App. Total 20.1 79.9 22.8 77.2 95.6 4.4 PHF .729 .848 .888 .650 .846 .792 .955 .583 .951 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-Large 2 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 1 1 1 1 2 3 0 3 6 04:15 PM 1 1 2 0 0 0 2 0 2 4 04:30 PM 0 1 1 0 0 0 1 0 1 2 04:45 PM 0 2 2 0 0 0 1 0 1 3 Total 1 5 6 1 1 2 7 0 7 15 05:00 PM 0 0 0 0 1 1 4 1 5 6 05:15 PM 0 1 1 0 0 0 2 0 2 3 05:30 PM 0 1 1 0 0 0 0 0 0 1 05:45 PM 0 1 1 0 0 0 0 0 0 1 Total 0 3 3 0 1 1 6 1 7 11 Grand Total 1 8 9 1 2 3 13 1 14 26 Apprch % 11.1 88.9 33.3 66.7 92.9 7.1 Total % 3.8 30.8 34.6 3.8 7.7 11.5 50 3.8 53.8 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 1 1 4 1 5 6 05:15 PM 0 1 1 0 0 0 2 0 2 3 05:30 PM 0 1 1 0 0 0 0 0 0 1 05:45 PM 0 1 1 0 0 0 0 0 0 1 Total Volume 0 3 3 0 1 1 6 1 7 11 % App. Total 0 100 0 100 85.7 14.3 PHF .000 .750 .750 .000 .250 .250 .375 .250 .350 .458 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru3 Left0 Out In Total 7 3 10 Right1 Left0 Out In Total 1 1 2 Thru6 Right1 Out In Total 3 7 10 Peak Hour Begins at 05:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 1 1 4 1 5 +15 mins. 0 1 1 0 0 0 2 0 2 +30 mins. 0 1 1 0 0 0 0 0 0 +45 mins. 0 1 1 0 0 0 0 0 0 Total Volume 0 3 3 0 1 1 6 1 7 % App. Total 0 100 0 100 85.7 14.3 PHF .000 .750 .750 .000 .250 .250 .375 .250 .350 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-3 Axle Vehicles Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 1 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 1 0 1 1 Apprch % 0 0 0 0 100 0 Total % 0 0 0 0 0 0 100 0 100 Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-4 Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 1 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Groups Printed-5+ Axle Trucks Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 Total % Rainbow Canyon Road Southbound Bay Hill Drive Westbound Rainbow Canyon Road Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : TERABAPM Site Code : 06738765 Start Date : 9/18/2007 Page No : 2 City of Temecula N/S: Rainbow Canyon Road E/W: Bay Hill Drive Weather: Sunny Rainbow Canyon Road Bay Hill Drive Rainbow Canyon Road Thru0 Left0 Out In Total 0 0 0 Right0 Left0 Out In Total 0 0 0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 05:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 05:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 36 81 118 0 7 0 7 0 17 0 17 18 9 44 71 213 07:15 AM 1 42 86 129 0 13 0 13 9 7 0 16 12 6 22 40 198 07:30 AM 0 28 61 89 2 15 2 19 12 9 0 21 11 14 15 40 169 07:45 AM 0 25 50 75 1 10 0 11 10 10 1 21 20 14 16 50 157 Total 2 131 278 411 3 45 2 50 31 43 1 75 61 43 97 201 737 08:00 AM 1 13 50 64 1 8 0 9 11 12 1 24 14 7 11 32 129 08:15 AM 0 11 48 59 1 10 0 11 13 15 0 28 24 8 5 37 135 08:30 AM 0 10 22 32 0 5 0 5 10 10 8 0 18 20 5 16 41 96 08:45 AM 0 11 22 33 2 6 0 8 12 7 1 20 15 7 12 34 95 Total 1 45 142 188 4 29 0 33 46 42 2 90 73 27 44 144 455 Grand Total 3 176 420 599 7 74 2 83 77 85 3 165 134 70 141 345 1192 Apprch % 0.5 29.4 70.1 8.4 89.2 2.4 46.7 51.5 1.8 38.8 20.3 40.9 Total % 0.3 14.8 35.2 50.3 0.6 6.2 0.2 7 6.5 7.1 0.3 13.8 11.2 5.9 11.8 28.9 Passenger Vehicles 3 172 413 588 7 72 2 81 69 80 2 151 130 62 128 320 1140 % Passenger Vehicles 100 97.7 98.3 98.2 100 97.3 100 97.6 89.6 94.1 66.7 91.5 97 88.6 90.8 92.8 95.6 Large 2 Axle Vehicles 0 3 3 6 0 2 0 2 3 5 1 9 3 6 10 19 36 % Large 2 Axle Vehicles 0 1.7 0.7 1 0 2.7 0 2.4 3.9 5.9 33.3 5.5 2.2 8.6 7.1 5.5 3 3 Axle Vehicles 0 1 0 1 0 0 0 0 2 0 0 2 0 2 1 3 6 % 3 Axle Vehicles 0 0.6 0 0.2 0 0 0 0 2.6 0 0 1.2 0 2.9 0.7 0.9 0.5 4 Axle Trucks 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 % 4 Axle Trucks 0 0 0.2 0.2 0 0 0 0 0 0 0 0 0 0 0.7 0.3 0.2 5+ Axle Trucks 0 0 3 3 0 0 0 0 3 0 0 3 1 0 1 2 8 % 5+ Axle Trucks 0 0 0.7 0.5 0 0 0 0 3.9 0 0 1.8 0.7 0 0.7 0.6 0.7 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 36 81 118 0 7 0 7 0 17 0 17 18 9 44 71 213 07:15 AM 1 42 86 129 0 13 0 13 9 7 0 16 12 6 22 40 198 07:30 AM 0 28 61 89 2 15 2 19 12 9 0 21 11 14 15 40 169 07:45 AM 0 25 50 75 1 10 0 11 10 10 1 21 20 14 16 50 157 Total Volume 2 131 278 411 3 45 2 50 31 43 1 75 61 43 97 201 737 % App. Total 0.5 31.9 67.6 6 90 4 41.3 57.3 1.3 30.3 21.4 48.3 PHF .500 .780 .808 .797 .375 .750 .250 .658 .646 .632 .250 .893 .763 .768 .551 .708 .865 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 278 Thru 131 Left2 Out In Total 106 411 517 Right2 Thru 45 Left3 Out In Total 46 50 96 Left 31 Thru 43 Right1 Out In Total 231 75 306 Left 61 Thru 43 Right 97 Out In Total 354 201 555 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 07:00 AM +0 mins. 1 36 81 118 0 13 0 13 12 9 0 21 18 9 44 71 +15 mins. 1 42 86 129 2 15 2 19 10 10 1 21 12 6 22 40 +30 mins. 0 28 61 89 1 10 0 11 11 12 1 24 11 14 15 40 +45 mins. 0 25 50 75 1 8 0 9 13 15 0 28 20 14 16 50 Total Volume 2 131 278 411 4 46 2 52 46 46 2 94 61 43 97 201 % App. Total 0.5 31.9 67.6 7.7 88.5 3.8 48.9 48.9 2.1 30.3 21.4 48.3 PHF .500 .780 .808 .797 .500 .767 .250 .684 .885 .767 .500 .839 .763 .768 .551 .708 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 36 81 118 0 7 0 7 0 16 0 16 18 9 42 69 210 07:15 AM 1 41 85 127 0 12 0 12 9 7 0 16 11 6 21 38 193 07:30 AM 0 27 59 86 2 15 2 19 11 9 0 20 11 12 13 36 161 07:45 AM 0 25 50 75 1 10 0 11 9 9 1 19 18 13 15 46 151 Total 2 129 275 406 3 44 2 49 29 41 1 71 58 40 91 189 715 08:00 AM 1 13 48 62 1 7 0 8 9 12 1 22 14 6 9 29 121 08:15 AM 0 11 47 58 1 10 0 11 11 14 0 25 24 7 5 36 130 08:30 AM 0 10 21 31 0 5 0 5 10 7 0 17 19 2 12 33 86 08:45 AM 0 9 22 31 2 6 0 8 10 6 0 16 15 7 11 33 88 Total 1 43 138 182 4 28 0 32 40 39 1 80 72 22 37 131 425 Grand Total 3 172 413 588 7 72 2 81 69 80 2 151 130 62 128 320 1140 Apprch % 0.5 29.3 70.2 8.6 88.9 2.5 45.7 53 1.3 40.6 19.4 40 Total % 0.3 15.1 36.2 51.6 0.6 6.3 0.2 7.1 6.1 7 0.2 13.2 11.4 5.4 11.2 28.1 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 1 36 81 118 0 7 0 7 0 16 0 16 18 9 42 69 210 07:15 AM 1 41 85 127 0 12 0 12 9 7 0 16 11 6 21 38 193 07:30 AM 0 27 59 86 2 15 2 19 11 9 0 20 11 12 13 36 161 07:45 AM 0 25 50 75 1 10 0 11 9 9 1 19 18 13 15 46 151 Total Volume 2 129 275 406 3 44 2 49 29 41 1 71 58 40 91 189 715 % App. Total 0.5 31.8 67.7 6.1 89.8 4.1 40.8 57.7 1.4 30.7 21.2 48.1 PHF .500 .787 .809 .799 .375 .733 .250 .645 .645 .659 .641 .250 .888 .806 .769 .542 .685 .851 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 275 Thru 129 Left2 Out In Total 101 406 507 Right2 Thru 44 Left3 Out In Total 43 49 92 Left 29 Thru 41 Right1 Out In Total 223 71 294 Left 58 Thru 40 Right 91 Out In Total 348 189 537 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 07:30 AM 07:00 AM +0 mins. 1 36 81 118 0 12 0 12 11 9 0 20 18 9 42 69 +15 mins. 1 41 85 127 2 15 2 19 9 9 1 19 11 6 21 38 +30 mins. 0 27 59 86 1 10 0 11 9 12 1 22 11 12 13 36 +45 mins. 0 25 50 75 1 7 0 8 11 14 0 25 18 13 15 46 Total Volume 2 129 275 406 4 44 2 50 40 44 2 86 58 40 91 189 % App. Total 0.5 31.8 67.7 8 88 4 46.5 51.2 2.3 30.7 21.2 48.1 PHF .500 .787 .809 .799 .500 .733 .250 .658 .909 .786 .500 .860 .806 .769 .542 .685 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 3 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 4 07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 4 Total 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 12 08:00 AM 0 0 1 1 0 1 0 1 1 0 0 1 0 1 1 2 5 08:15 AM 0 0 1 1 0 0 0 0 2 1 0 3 0 1 0 1 5 08:30 AM 0 0 1 1 0 0 0 0 0 1 0 1 1 2 4 7 9 08:45 AM 0 2 0 2 0 0 0 0 0 1 1 2 0 0 1 1 5 Total 0 2 3 5 0 1 0 1 3 3 1 7 1 4 6 11 24 Grand Total 0 3 3 6 0 2 0 2 3 5 1 9 3 6 10 19 36 Apprch % 0 50 50 0 100 0 33.3 55.6 11.1 15.8 31.6 52.6 Total % 0 8.3 8.3 16.7 0 5.6 0 5.6 8.3 13.9 2.8 25 8.3 16.7 27.8 52.8 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 3 07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 4 07:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 4 Total Volume 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 12 % App. Total 0 100 0 0 100 0 0 100 0 25 25 50 PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .500 .000 .500 .250 .500 .500 .667 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru1 Left0 Out In Total 4 1 5 Right0 Thru1 Left0 Out In Total 2 1 3 Left0 Thru2 Right0 Out In Total 5 2 7 Left2 Thru2 Right4 Out In Total 1 8 9 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2 2 +15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 3 +45 mins. 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 3 Total Volume 0 1 0 1 0 1 0 1 0 2 0 2 2 2 4 8 % App. Total 0 100 0 0 100 0 0 100 0 25 25 50 PHF .000 .250 .000 .250 .000 .250 .000 .250 .000 .500 .000 .500 .250 .500 .500 .66 7Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 3 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 08:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 1 3 Grand Total 0 1 0 1 0 0 0 0 2 0 0 2 0 2 1 3 6 Apprch % 0 100 0 0 0 0 0 100 0 0 0 66.7 33.3 Total % 0 16.7 0 16.7 0 0 0 0 33.3 0 0 33.3 0 33.3 16.7 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 3 % App. Total 0 100 0 0 0 0 0 0 0 0 50 50 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .500 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru1 Left0 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right0 Out In Total 2 0 2 Left0 Thru1 Right1 Out In Total 0 2 2 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Total Volume 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 % App. Total 0 100 0 0 0 0 0 0 0 0 50 50 PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 Grand Total 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 Apprch % 0 0 100 0 0 0 0 0 0 0 0 100 Total % 0 0 50 50 0 0 0 0 0 0 0 0 0 0 50 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right1 Thru0 Left0 Out In Total 0 1 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 1 0 1 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 3 07:30 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 6 08:00 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 Grand Total 0 0 3 3 0 0 0 0 3 0 0 3 1 0 1 2 8 Apprch % 0 0 100 0 0 0 100 0 0 50 0 50 Total % 0 0 37.5 37.5 0 0 0 0 37.5 0 0 37.5 12.5 0 12.5 25 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 3 07:30 AM 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total Volume 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 6 % App. Total 0 0 100 0 0 0 100 0 0 50 0 50 PHF .000 .000 .500 .500 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .250 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAAM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right2 Thru0 Left0 Out In Total 1 2 3 Right0 Thru0 Left0 Out In Total 0 0 0 Left2 Thru0 Right0 Out In Total 1 2 3 Left1 Thru0 Right1 Out In Total 4 2 6 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 1 1 0 0 0 0 0 0 0 0 1 0 1 2 +30 mins. 0 0 1 1 0 0 0 0 1 0 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 Total Volume 0 0 2 2 0 0 0 0 2 0 0 2 1 0 1 2 % App. Total 0 0 100 0 0 0 100 0 0 50 0 50 PHF .000 .000 .500 .500 .000 .000 .000 .000 .500 .000 .000 .500 .250 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 19 20 39 1 16 1 18 13 28 0 41 79 17 3 99 197 04:15 PM 1 11 22 34 0 8 3 11 13 36 0 49 76 15 2 93 187 04:30 PM 0 12 22 34 0 23 4 27 16 36 0 52 78 12 5 95 208 04:45 PM 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 216 Total 1 49 84 134 2 54 9 65 65 156 0 221 312 57 19 388 808 05:00 PM 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 229 05:15 PM 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 219 05:30 PM 0 5 22 27 1 12 0 0 13 12 59 0 71 103 12 12 127 238 05:45 PM 0 7 27 34 1 11 2 14 15 37 0 52 96 10 5 111 211 Total 1 27 87 115 6 42 7 55 62 175 2 239 405 44 39 488 897 Grand Total 2 76 171 249 8 96 16 120 127 331 2 460 717 101 58 876 1705 Apprch % 0.8 30.5 68.7 6.7 80 13.3 27.6 72 0.4 81.8 11.5 6.6 Total % 0.1 4.5 10 14.6 0.5 5.6 0.9 7 7.4 19.4 0.1 27 42.1 5.9 3.4 51.4 Passenger Vehicles 2 73 165 240 8 94 16 118 119 327 2 448 699 94 53 846 1652 % Passenger Vehicles 100 96.1 96.5 96.4 100 97.9 100 98.3 93.7 98.8 100 97.4 97.5 93.1 91.4 96.6 96.9 Large 2 Axle Vehicles 0 3 5 8 0 1 0 1 4 4 0 8 12 1 4 17 34 % Large 2 Axle Vehicles 0 3.9 2.9 3.2 0 1 0 0.8 3.1 1.2 0 1.7 1.7 1 6.9 1.9 2 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 % 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0.3 0 0 0.2 0.1 4 Axle Trucks 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0.8 0 0 0.2 0.1 1 1.7 0.3 0.2 5+ Axle Trucks 0 0 1 1 0 1 0 1 3 0 0 3 3 5 0 8 13 % 5+ Axle Trucks 0 0 0.6 0.4 0 1 0 0.8 2.4 0 0 0.7 0.4 5 0 0.9 0.8 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 216 05:00 PM 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 229 05:15 PM 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 219 05:30 PM 0 5 22 27 1 12 0 13 12 59 0 71 103 12 12 127 238 Total Volume 1 27 80 108 6 38 6 50 70 194 2 266 388 47 43 478 902 % App. Total 0.9 25 74.1 12 76 12 26.3 72.9 0.8 81.2 9.8 9 PHF .250 .675 .909 .931 .375 .792 .500 .781 .761 .822 .250 .842 .890 .904 .827 .934 .947 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 80 Thru 27 Left1 Out In Total 588 108 696 Right6 Thru 38 Left6 Out In Total 50 50 100 Left 70 Thru 194 Right2 Out In Total 76 266 342 Left 388 Thru 47 Right 43 Out In Total 188 478 666 Peak Hour Begins at 04:45 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 7 20 27 1 7 1 9 23 56 0 79 79 13 9 101 +15 mins. 1 10 18 29 4 9 3 16 18 42 2 62 97 12 13 122 +30 mins. 0 5 20 25 0 10 2 12 17 37 0 54 109 10 9 128 +45 mins. 0 5 22 27 1 12 0 13 12 59 0 71 103 12 12 127 Total Volume 1 27 80 108 6 38 6 50 70 194 2 266 388 47 43 478 % App. Total 0.9 25 74.1 12 76 12 26.3 72.9 0.8 81.2 9.8 9 PHF .250 .675 .909 .931 .375 .792 .500 .781 .761 .822 .250 .842 .890 .904 .827 .934 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 18 20 38 1 16 1 18 12 27 0 39 79 14 3 96 191 04:15 PM 1 11 21 33 0 8 3 11 12 35 0 47 72 13 1 86 177 04:30 PM 0 11 22 33 0 21 4 25 16 36 0 52 74 12 5 91 201 04:45 PM 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 204 Total 1 47 82 130 2 52 9 63 59 154 0 213 300 51 16 367 773 05:00 PM 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 221 05:15 PM 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 213 05:30 PM 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 237 05:45 PM 0 6 26 32 1 11 2 14 15 36 0 51 51 96 10 5 111 208 Total 1 26 83 110 6 42 7 55 60 173 2 235 399 43 37 479 879 Grand Total 2 73 165 240 8 94 16 118 119 327 2 448 699 94 53 846 1652 Apprch % 0.8 30.4 68.8 6.8 79.7 13.6 26.6 73 0.4 82.6 11.1 6.3 Total % 0.1 4.4 10 14.5 0.5 5.7 1 7.1 7.2 19.8 0.1 27.1 42.3 5.7 3.2 51.2 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 204 05:00 PM 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 221 05:15 PM 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 213 05:30 PM 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 237 Total Volume 1 27 76 104 6 38 6 50 64 193 2 259 378 45 39 462 875 % App. Total 1 26 73.1 12 76 12 24.7 74.5 0.8 81.8 9.7 8.4 PHF .250 .675 .905 .897 .375 .792 .500 .781 .842 .818 .250 .863 .875 .938 .813 .909 .923 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right 76 Thru 27 Left1 Out In Total 577 104 681 Right6 Thru 38 Left6 Out In Total 48 50 98 Left 64 Thru 193 Right2 Out In Total 72 259 331 Left 378 Thru 45 Right 39 Out In Total 178 462 640 Peak Hour Begins at 04:45 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 7 19 26 1 7 1 9 19 56 0 75 75 12 7 94 +15 mins. 1 10 18 29 4 9 3 16 17 42 2 61 92 11 12 115 +30 mins. 0 5 18 23 0 10 2 12 16 36 0 52 108 10 8 126 +45 mins. 0 5 21 26 1 12 0 13 12 59 0 71 103 12 12 127 Total Volume 1 27 76 104 6 38 6 50 64 193 2 259 378 45 39 462 % App. Total 1 26 73.1 12 76 12 24.7 74.5 0.8 81.8 9.7 8.4 PHF .250 .675 .905 .897 .375 .792 .500 .781 .842 .818 .250 .863 .875 .938 .813 .909 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 0 0 1 1 0 2 0 1 0 1 4 04:15 PM 0 0 1 1 0 0 0 0 1 1 0 2 3 0 1 4 7 04:30 PM 0 1 0 1 0 1 0 1 0 0 0 0 3 0 0 3 5 04:45 PM 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 8 Total 0 2 2 4 0 1 0 1 4 2 0 6 9 1 3 13 24 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 05:15 PM 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 Total 0 1 3 4 0 0 0 0 0 2 0 2 3 0 1 4 10 Grand Total 0 3 5 8 0 1 0 1 4 4 0 8 12 1 4 17 34 Apprch % 0 37.5 62.5 0 100 0 50 50 0 70.6 5.9 23.5 Total % 0 8.8 14.7 23.5 0 2.9 0 2.9 11.8 11.8 0 23.5 35.3 2.9 11.8 50 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 8 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 05:15 PM 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 5 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 3 3 0 0 0 0 2 1 0 3 6 0 3 9 15 % App. Total 0 0 100 0 0 0 66.7 33.3 0 66.7 0 33.3 PHF .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .375 .500 .000 .375 .450 .469 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right3 Thru0 Left0 Out In Total 7 3 10 Right0 Thru0 Left0 Out In Total 0 0 0 Left2 Thru1 Right0 Out In Total 3 3 6 Left6 Thru0 Right3 Out In Total 5 9 14 Peak Hour Begins at 04:45 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 1 1 0 0 0 0 2 0 0 2 3 0 2 5 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 +30 mins. 0 0 2 2 0 0 0 0 0 1 0 1 1 0 1 2 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 3 3 0 0 0 0 2 1 0 3 6 0 3 9 % App. Total 0 0 100 0 0 0 66.7 33.3 0 66.7 0 33.3 PHF .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .375 .500 .000 .375 .450 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 Apprch % 0 0 0 0 0 0 0 0 0 100 0 0 Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left1 Thru0 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:45 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 % App. Total 0 0 0 0 0 0 0 0 0 100 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 Grand Total 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 Apprch % 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 Total % 0 0 0 0 0 0 0 0 25 0 0 25 25 25 25 75 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 4 % App. Total 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .250 .250 .375 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right0 Thru0 Left0 Out In Total 1 0 1 Right0 Thru0 Left0 Out In Total 1 0 1 Left1 Thru0 Right0 Out In Total 1 1 2 Left1 Thru1 Right1 Out In Total 1 3 4 Peak Hour Begins at 04:45 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 0 1 1 1 1 3 % App. Total 0 0 0 0 0 0 100 0 0 33.3 33.3 33.3 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .000 .250 .250 .250 .250 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 3 04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 2 Total 0 0 0 0 0 1 0 1 1 0 0 1 2 4 0 6 8 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 1 1 0 0 0 0 2 0 0 2 1 1 0 2 5 Grand Total 0 0 1 1 0 1 0 1 3 0 0 3 3 5 0 8 13 Apprch % 0 0 100 0 100 0 100 0 0 37.5 62.5 0 Total % 0 0 7.7 7.7 0 7.7 0 7.7 23.1 0 0 23.1 23.1 38.5 0 61.5 Old Highway 395 Southbound Rainbow Valley Boulevard Westbound Old Highway 395 Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 2 05:00 PM 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 3 05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 0 0 1 1 0 0 0 0 3 0 0 3 2 1 0 3 7 % App. Total 0 0 100 0 0 0 100 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .750 .000 .000 .750 .500 .250 .000 .375 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD395RAPM Site Code : 06738759 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: Old Highway 395 E/W: Rainbow Valley Boulevard Weather: Sunny Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Old Highway 395 Right1 Thru0 Left0 Out In Total 2 1 3 Right0 Thru0 Left0 Out In Total 1 0 1 Left3 Thru0 Right0 Out In Total 0 3 3 Left2 Thru1 Right0 Out In Total 4 3 7 Peak Hour Begins at 04:45 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:45 PM to 05:30 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 04:45 PM 04:45 PM +0 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 1 1 0 2 +30 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +45 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 1 1 0 0 0 0 3 0 0 3 2 1 0 3 % App. Total 0 0 100 0 0 0 100 0 0 66.7 33.3 0 PHF .000 .000 .250 .250 .000 .000 .000 .000 .750 .000 .000 .750 .500 .250 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 58 0 61 170 07:15 AM 0 0 0 0 0 96 20 116 0 0 13 13 1 35 0 36 165 07:30 AM 0 0 0 0 0 62 22 84 0 4 11 15 2 27 1 30 129 07:45 AM 0 0 0 0 0 54 17 71 1 2 19 22 3 36 0 39 132 Total 0 0 0 0 0 291 70 361 1 7 61 69 9 156 1 166 596 08:00 AM 0 0 0 0 0 53 23 76 0 0 16 16 1 22 0 23 115 08:15 AM 0 0 0 0 0 60 22 82 0 0 23 23 4 13 0 17 122 08:30 AM 0 0 0 0 0 24 24 16 40 1 0 21 22 5 25 0 30 92 08:45 AM 0 0 0 0 0 23 16 39 1 0 16 17 2 19 0 21 77 Total 0 0 0 0 0 160 77 237 2 0 76 78 12 79 0 91 406 Grand Total 0 0 0 0 0 451 147 598 3 7 137 147 21 235 1 257 1002 Apprch % 0 0 0 0 75.4 24.6 2 4.8 93.2 8.2 91.4 0.4 Total % 0 0 0 0 0 45 14.7 59.7 0.3 0.7 13.7 14.7 2.1 23.5 0.1 25.6 Passenger Vehicles 0 0 0 0 0 446 136 582 2 4 132 138 18 212 1 231 951 % Passenger Vehicles 0 0 0 0 0 98.9 92.5 97.3 66.7 57.1 96.4 93.9 85.7 90.2 100 89.9 94.9 Large 2 Axle Vehicles 0 0 0 0 0 3 3 6 1 2 4 7 2 19 0 21 34 % Large 2 Axle Vehicles 0 0 0 0 0 0.7 2 1 33.3 28.6 2.9 4.8 9.5 8.1 0 8.2 3.4 3 Axle Vehicles 0 0 0 0 0 0 4 4 0 0 0 0 1 1 0 2 6 % 3 Axle Vehicles 0 0 0 0 0 0 2.7 0.7 0 0 0 0 4.8 0.4 0 0.8 0.6 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0.7 0.7 0 0.4 0 0.4 0.2 5+ Axle Trucks 0 0 0 0 0 2 4 6 0 1 0 1 0 2 0 2 9 % 5+ Axle Trucks 0 0 0 0 0 0.4 2.7 1 0 14.3 0 0.7 0 0.9 0 0.8 0.9 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 58 0 61 170 07:15 AM 0 0 0 0 0 96 20 116 0 0 13 13 1 35 0 36 165 07:30 AM 0 0 0 0 0 62 22 84 0 4 11 15 2 27 1 30 129 07:45 AM 0 0 0 0 0 54 17 71 1 2 19 22 3 36 0 39 132 Total Volume 0 0 0 0 0 291 70 361 1 7 61 69 9 156 1 166 596 % App. Total 0 0 0 0 80.6 19.4 1.4 10.1 88.4 5.4 94 0.6 PHF .000 .000 .000 .000 .000 .758 .795 .778 .250 .438 .803 .784 .750 .672 .250 .680 .876 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 86 0 86 Right 70 Thru 291 Left0 Out In Total 217 361 578 Left1 Thru7 Right 61 Out In Total 1 69 70 Left9 Thru 156 Right1 Out In Total 292 166 458 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:45 AM 07:00 AM +0 mins. 0 0 0 0 0 79 11 90 1 2 19 22 3 58 0 61 +15 mins. 0 0 0 0 0 96 20 116 0 0 16 16 1 35 0 36 +30 mins. 0 0 0 0 0 62 22 84 0 0 23 23 2 27 1 30 +45 mins. 0 0 0 0 0 54 17 71 1 0 21 22 3 36 0 39 Total Volume 0 0 0 0 0 291 70 361 2 2 79 83 9 156 1 166 % App. Total 0 0 0 0 80.6 19.4 2.4 2.4 95.2 5.4 94 0.6 PHF .000 .000 .000 .000 .000 .758 .795 .778 .500 .250 .859 .902 .750 .672 .250 .680 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 56 0 59 168 07:15 AM 0 0 0 0 0 95 18 113 0 0 12 12 1 31 0 32 157 07:30 AM 0 0 0 0 0 62 21 83 0 1 10 11 1 25 1 27 121 07:45 AM 0 0 0 0 0 54 16 70 1 2 17 20 2 34 0 36 126 Total 0 0 0 0 0 290 66 356 1 4 57 62 7 146 1 154 572 08:00 AM 0 0 0 0 0 51 21 72 0 0 16 16 1 22 0 23 111 08:15 AM 0 0 0 0 0 59 19 78 0 0 22 22 4 12 0 16 116 08:30 AM 0 0 0 0 0 23 16 39 0 0 21 21 4 15 0 19 79 08:45 AM 0 0 0 0 0 23 14 37 1 0 16 17 2 17 0 19 73 Total 0 0 0 0 0 156 70 226 1 0 75 76 11 66 0 77 379 Grand Total 0 0 0 0 0 446 136 582 2 4 132 138 18 212 1 231 951 Apprch % 0 0 0 0 76.6 23.4 1.4 2.9 95.7 7.8 91.8 0.4 Total % 0 0 0 0 0 46.9 14.3 61.2 0.2 0.4 13.9 14.5 1.9 22.3 0.1 24.3 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 79 11 90 0 1 18 19 3 56 0 59 168 07:15 AM 0 0 0 0 0 95 18 113 0 0 12 12 1 31 0 32 157 07:30 AM 0 0 0 0 0 62 21 83 0 1 10 11 1 25 1 27 121 07:45 AM 0 0 0 0 0 54 16 70 1 2 17 20 2 34 0 36 126 Total Volume 0 0 0 0 0 290 66 356 1 4 57 62 7 146 1 154 572 % App. Total 0 0 0 0 81.5 18.5 1.6 6.5 91.9 4.5 94.8 0.6 PHF .000 .000 .000 .000 .000 .763 .786 .788 .250 .500 .792 .775 .583 .652 .250 .653 .851 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 77 0 77 Right 66 Thru 290 Left0 Out In Total 203 356 559 Left1 Thru4 Right 57 Out In Total 1 62 63 Left7 Thru 146 Right1 Out In Total 291 154 445 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:45 AM 07:00 AM +0 mins. 0 0 0 0 0 79 11 90 1 2 17 20 3 56 0 59 +15 mins. 0 0 0 0 0 95 18 113 0 0 16 16 1 31 0 32 +30 mins. 0 0 0 0 0 62 21 83 0 0 22 22 1 25 1 27 +45 mins. 0 0 0 0 0 54 16 70 0 0 21 21 2 34 0 36 Total Volume 0 0 0 0 0 290 66 356 1 2 76 79 7 146 1 154 % App. Total 0 0 0 0 81.5 18.5 1.3 2.5 96.2 4.5 94.8 0.6 PHF .000 .000 .000 .000 .000 .763 .786 .788 .250 .250 .864 .898 .583 .652 .250 .653 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 6 07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 4 Total 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 14 08:00 AM 0 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 3 08:15 AM 0 0 0 0 0 0 2 2 0 0 1 1 0 1 0 1 4 08:30 AM 0 0 0 0 0 1 0 1 1 0 0 1 0 10 0 10 12 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 3 3 6 1 0 1 2 0 12 0 12 20 Grand Total 0 0 0 0 0 3 3 6 1 2 4 7 2 19 0 21 34 Apprch % 0 0 0 0 50 50 14.3 28.6 57.1 9.5 90.5 0 Total % 0 0 0 0 0 8.8 8.8 17.6 2.9 5.9 11.8 20.6 5.9 55.9 0 61.8 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 07:30 AM 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 6 07:45 AM 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 4 Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 14 % App. Total 0 0 0 0 0 0 0 40 60 22.2 77.8 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .375 .417 .500 .875 .000 .750 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 4 0 4 Right0 Thru0 Left0 Out In Total 10 0 10 Left0 Thru2 Right3 Out In Total 0 5 5 Left2 Thru7 Right0 Out In Total 0 9 9 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 2 1 3 1 2 0 3 +45 mins. 0 0 0 0 0 0 0 0 0 0 2 2 1 1 0 2 Total Volume 0 0 0 0 0 0 0 0 0 2 3 5 2 7 0 9 % App. Total 0 0 0 0 0 0 0 40 60 22.2 77.8 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .375 .417 .500 .875 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 08:45 AM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 3 3 0 0 0 0 1 0 0 1 4 Grand Total 0 0 0 0 0 0 4 4 0 0 0 0 1 1 1 0 2 6 Apprch % 0 0 0 0 0 100 0 0 0 50 50 0 Total % 0 0 0 0 0 0 66.7 66.7 0 0 0 0 16.7 16.7 0 33.3 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total Volume 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 % App. Total 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 1 0 1 Right1 Thru0 Left0 Out In Total 1 1 2 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 % App. Total 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Grand Total 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 1 2 Apprch % 0 0 0 0 0 0 0 0 100 0 100 0 Total % 0 0 0 0 0 0 0 0 0 0 50 50 0 50 0 50 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 1 0 1 Left0 Thru0 Right1 Out In Total 0 1 1 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 7 08:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 08:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 2 Grand Total 0 0 0 0 0 2 4 6 0 1 0 1 0 2 0 2 9 Apprch % 0 0 0 0 33.3 66.7 0 100 0 0 100 0 Total % 0 0 0 0 0 22.2 44.4 66.7 0 11.1 0 11.1 0 22.2 0 22.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 4 07:30 AM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 Total Volume 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 7 % App. Total 0 0 0 0 25 75 0 100 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .750 .500 .000 .250 .000 .250 .000 .250 .000 .250 .438 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAAM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 4 0 4 Right3 Thru1 Left0 Out In Total 2 4 6 Left0 Thru1 Right0 Out In Total 0 1 1 Left0 Thru2 Right0 Out In Total 1 2 3 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 1 1 2 0 0 0 0 0 2 0 2 +30 mins. 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 +45 mins. 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 1 3 4 0 1 0 1 0 2 0 2 % App. Total 0 0 0 0 25 75 0 100 0 0 100 0 PHF .000 .000 .000 .000 .000 .250 .750 .500 .000 .250 .000 .250 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 30 30 60 3 5 77 85 4 24 0 28 173 04:15 PM 0 0 0 0 0 33 18 51 3 1 77 81 4 21 0 25 157 04:30 PM 0 0 0 0 0 20 32 52 0 3 89 92 4 20 0 24 168 04:45 PM 0 0 0 0 0 24 38 62 1 1 80 82 1 36 0 37 181 Total 0 0 0 0 0 107 118 225 7 10 323 340 13 101 0 114 679 05:00 PM 0 0 0 0 0 25 29 54 1 0 95 96 4 25 0 29 179 05:15 PM 0 0 0 0 0 27 21 48 0 1 99 100 4 24 0 28 176 05:30 PM 0 0 0 0 0 0 11 34 45 0 2 96 98 0 21 0 21 164 05:45 PM 0 0 0 0 0 22 29 51 1 4 91 96 2 22 0 24 171 Total 0 0 0 0 0 85 113 198 2 7 381 390 10 92 0 102 690 Grand Total 0 0 0 0 0 192 231 423 9 17 704 730 23 193 0 216 1369 Apprch % 0 0 0 0 45.4 54.6 1.2 2.3 96.4 10.6 89.4 0 Total % 0 0 0 0 0 14 16.9 30.9 0.7 1.2 51.4 53.3 1.7 14.1 0 15.8 Passenger Vehicles 0 0 0 0 0 187 220 407 8 14 689 711 21 179 0 200 1318 % Passenger Vehicles 0 0 0 0 0 97.4 95.2 96.2 88.9 82.4 97.9 97.4 91.3 92.7 0 92.6 96.3 Large 2 Axle Vehicles 0 0 0 0 0 5 5 10 0 0 9 9 2 7 0 9 28 % Large 2 Axle Vehicles 0 0 0 0 0 2.6 2.2 2.4 0 0 1.3 1.2 8.7 3.6 0 4.2 2 3 Axle Vehicles 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 3 % 3 Axle Vehicles 0 0 0 0 0 0 0 0 11.1 0 0.3 0.4 0 0 0 0 0.2 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0.4 0.4 0 0 0 0 0.2 5+ Axle Trucks 0 0 0 0 0 0 6 6 0 3 1 4 0 7 0 7 17 % 5+ Axle Trucks 0 0 0 0 0 0 2.6 1.4 0 17.6 0.1 0.5 0 3.6 0 3.2 1.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 20 32 52 0 3 89 92 4 20 0 24 168 04:45 PM 0 0 0 0 0 24 38 62 1 1 80 82 1 36 0 37 181 05:00 PM 0 0 0 0 0 25 29 54 1 0 95 96 4 25 0 29 179 05:15 PM 0 0 0 0 0 27 21 48 0 1 99 100 4 24 0 28 176 Total Volume 0 0 0 0 0 96 120 216 2 5 363 370 13 105 0 118 704 % App. Total 0 0 0 0 44.4 55.6 0.5 1.4 98.1 11 89 0 PHF .000 .000 .000 .000 .000 .889 .789 .871 .500 .417 .917 .925 .813 .729 .000 .797 .972 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 138 0 138 Right 120 Thru 96 Left0 Out In Total 468 216 684 Left2 Thru5 Right 363 Out In Total 0 370 370 Left 13 Thru 105 Right0 Out In Total 98 118 216 Peak Hour Begins at 04:30 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 05:00 PM 04:30 PM +0 mins. 0 0 0 0 0 30 30 60 1 0 95 96 4 20 0 24 +15 mins. 0 0 0 0 0 33 18 51 0 1 99 100 1 36 0 37 +30 mins. 0 0 0 0 0 20 32 52 0 2 96 98 4 25 0 29 +45 mins. 0 0 0 0 0 24 38 62 1 4 91 96 4 24 0 28 Total Volume 0 0 0 0 0 107 118 225 2 7 381 390 13 105 0 118 % App. Total 0 0 0 0 47.6 52.4 0.5 1.8 97.7 11 89 0 PHF .000 .000 .000 .000 .000 .811 .776 .907 .500 .438 .962 .975 .813 .729 .000 .797 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 29 27 56 3 4 76 83 4 19 0 23 162 04:15 PM 0 0 0 0 0 31 17 48 3 1 76 80 4 17 0 21 149 04:30 PM 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 160 04:45 PM 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 171 Total 0 0 0 0 0 103 110 213 6 8 312 326 13 90 0 103 642 05:00 PM 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 172 05:15 PM 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 172 05:30 PM 0 0 0 0 0 11 32 43 0 2 96 98 0 21 0 21 162 05:45 PM 0 0 0 0 0 21 29 50 1 4 91 96 2 22 0 24 170 Total 0 0 0 0 0 84 110 194 2 6 377 385 8 89 0 97 676 Grand Total 0 0 0 0 0 187 220 407 8 14 689 711 21 179 0 200 1318 Apprch % 0 0 0 0 45.9 54.1 1.1 2 96.9 10.5 89.5 0 Total % 0 0 0 0 0 14.2 16.7 30.9 0.6 1.1 52.3 53.9 1.6 13.6 0 15.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 160 04:45 PM 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 171 05:00 PM 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 172 05:15 PM 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 172 Total Volume 0 0 0 0 0 95 115 210 1 3 350 354 11 100 0 111 675 % App. Total 0 0 0 0 45.2 54.8 0.3 0.8 98.9 9.9 90.1 0 PHF .000 .000 .000 .000 .000 .880 .821 .890 .250 .375 .884 .894 .688 .735 .000 .793 .981 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 129 0 129 Right 115 Thru 95 Left0 Out In Total 450 210 660 Left1 Thru3 Right 350 Out In Total 0 354 354 Left 11 Thru 100 Right0 Out In Total 96 111 207 Peak Hour Begins at 04:30 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 19 31 50 0 2 84 86 4 20 0 24 +15 mins. 0 0 0 0 0 24 35 59 0 1 76 77 1 34 0 35 +30 mins. 0 0 0 0 0 25 29 54 1 0 91 92 3 23 0 26 +45 mins. 0 0 0 0 0 27 20 47 0 0 99 99 3 23 0 26 Total Volume 0 0 0 0 0 95 115 210 1 3 350 354 11 100 0 111 % App. Total 0 0 0 0 45.2 54.8 0.3 0.8 98.9 9.9 90.1 0 PHF .000 .000 .000 .000 .000 .880 .821 .890 .250 .375 .884 .894 .688 .735 .000 .793 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 2 3 0 0 1 1 0 3 0 3 7 04:15 PM 0 0 0 0 0 2 1 3 0 0 1 1 0 1 0 1 5 04:30 PM 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 6 Total 0 0 0 0 0 4 4 8 0 0 9 9 0 6 0 6 23 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 05:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 1 2 0 0 0 0 2 1 0 3 5 Grand Total 0 0 0 0 0 5 5 10 0 0 0 9 9 2 7 0 9 28 Apprch % 0 0 0 0 50 50 0 0 100 22.2 77.8 0 Total % 0 0 0 0 0 17.9 17.9 35.7 0 0 32.1 32.1 7.1 25 0 32.1 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 5 04:45 PM 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 6 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 Total Volume 0 0 0 0 0 1 1 2 0 0 7 7 2 3 0 5 14 % App. Total 0 0 0 0 50 50 0 0 100 40 60 0 PHF .000 .000 .000 .000 .000 .250 .250 .500 .000 .000 .438 .438 .500 .375 .000 .625 .583 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 3 0 3 Right1 Thru1 Left0 Out In Total 10 2 12 Left0 Thru0 Right7 Out In Total 0 7 7 Left2 Thru3 Right0 Out In Total 1 5 6 Peak Hour Begins at 04:30 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 1 0 1 0 0 4 4 0 0 0 0 +15 mins. 0 0 0 0 0 0 1 1 0 0 3 3 0 2 0 2 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 Total Volume 0 0 0 0 0 1 1 2 0 0 7 7 2 3 0 5 % App. Total 0 0 0 0 50 50 0 0 100 40 60 0 PHF .000 .000 .000 .000 .000 .250 .250 .500 .000 .000 .438 .438 .500 .375 .000 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 Grand Total 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 0 3 Apprch % 0 0 0 0 0 0 33.3 0 66.7 0 0 0 Total % 0 0 0 0 0 0 0 0 33.3 0 66.7 100 0 0 0 0 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 3 % App. Total 0 0 0 0 0 0 33.3 0 66.7 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .375 .000 .000 .000 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 2 0 2 Left1 Thru0 Right2 Out In Total 0 3 3 Left0 Thru0 Right0 Out In Total 1 0 1 Peak Hour Begins at 04:30 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 % App. Total 0 0 0 0 0 0 33.3 0 66.7 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .250 .375 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 Grand Total 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 3 Apprch % 0 0 0 0 0 0 0 0 100 0 0 0 Total % 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 05:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .000 .000 .000 .000 .375 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 3 0 3 Left0 Thru0 Right3 Out In Total 0 3 3 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:30 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 100 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .375 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 2 0 2 4 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 04:30 PM 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 4 4 0 2 1 3 0 5 0 5 12 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 05:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 2 2 0 1 0 1 0 2 0 2 5 Grand Total 0 0 0 0 0 0 6 6 0 3 1 4 0 0 7 0 7 17 Apprch % 0 0 0 0 0 100 0 75 25 0 100 0 Total % 0 0 0 0 0 0 35.3 35.3 0 17.6 5.9 23.5 0 41.2 0 41.2 I-15 Northbound On Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Northbound Off Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 3 04:45 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 05:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 Total Volume 0 0 0 0 0 0 4 4 0 2 1 3 0 2 0 2 9 % App. Total 0 0 0 0 0 100 0 66.7 33.3 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .500 .000 .500 .250 .375 .000 .250 .000 .250 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15NRAPM Site Code : 06738730 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Northbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Northbound On Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Northbound Off Ramps Right0 Thru0 Left0 Out In Total 6 0 6 Right4 Thru0 Left0 Out In Total 3 4 7 Left0 Thru2 Right1 Out In Total 0 3 3 Left0 Thru2 Right0 Out In Total 0 2 2 Peak Hour Begins at 04:30 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:30 PM to 05:15 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:30 PM +0 mins. 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 +15 mins. 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 +45 mins. 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 Total Volume 0 0 0 0 0 0 4 4 0 2 1 3 0 2 0 2 % App. Total 0 0 0 0 0 100 0 66.7 33.3 0 100 0 PHF .000 .000 .000 .000 .000 .000 .500 .500 .000 .500 .250 .375 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 63 12 0 75 82 1 0 83 0 0 0 0 0 0 0 0 158 07:15 AM 28 18 1 47 87 0 0 87 0 0 0 0 0 1 0 1 135 07:30 AM 28 14 1 43 59 0 0 59 0 0 0 0 0 1 0 1 103 07:45 AM 36 13 1 50 60 0 0 60 0 0 0 0 0 1 0 1 111 Total 155 57 3 215 288 1 0 289 0 0 0 0 0 3 0 3 507 08:00 AM 25 14 1 40 48 0 0 48 0 0 0 0 0 0 0 0 88 08:15 AM 17 25 1 43 56 0 0 56 0 0 0 0 0 0 1 1 100 08:30 AM 26 29 0 55 28 1 0 29 0 0 0 0 0 0 3 0 3 87 08:45 AM 21 16 0 37 24 0 0 24 0 0 0 0 0 0 0 0 61 Total 89 84 2 175 156 1 0 157 0 0 0 0 0 3 1 4 336 Grand Total 244 141 5 390 444 2 0 446 0 0 0 0 0 6 1 7 843 Apprch % 62.6 36.2 1.3 99.6 0.4 0 0 0 0 0 85.7 14.3 Total % 28.9 16.7 0.6 46.3 52.7 0.2 0 52.9 0 0 0 0 0 0.7 0.1 0.8 Passenger Vehicles 237 3 3 243 441 2 0 443 0 0 0 0 0 1 0 1 687 % Passenger Vehicles 97.1 2.1 60 62.3 99.3 100 0 99.3 0 0 0 0 0 16.7 0 14.3 81.5 Large 2 Axle Vehicles 4 115 2 121 1 0 0 1 0 0 0 0 0 5 1 6 128 % Large 2 Axle Vehicles 1.6 81.6 40 31 0.2 0 0 0.2 0 0 0 0 0 83.3 100 85.7 15.2 3 Axle Vehicles 3 23 0 26 2 0 0 2 0 0 0 0 0 0 0 0 28 % 3 Axle Vehicles 1.2 16.3 0 6.7 0.5 0 0 0.4 0 0 0 0 0 0 0 0 3.3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 5+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 63 12 0 75 82 1 0 83 0 0 0 0 0 0 0 0 158 07:15 AM 28 18 1 47 87 0 0 87 0 0 0 0 0 1 0 1 135 07:30 AM 28 14 1 43 59 0 0 59 0 0 0 0 0 1 0 1 103 07:45 AM 36 13 1 50 60 0 0 60 0 0 0 0 0 1 0 1 111 Total Volume 155 57 3 215 288 1 0 289 0 0 0 0 0 3 0 3 507 % App. Total 72.1 26.5 1.4 99.7 0.3 0 0 0 0 0 100 0 PHF .615 .792 .750 .717 .828 .250 .000 .830 .000 .000 .000 .000 .000 .750 .000 .750 .802 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right3 Thru 57 Left 155 Out In Total 0 215 215 Right0 Thru1 Left 288 Out In Total 158 289 447 Left0 Thru0 Right0 Out In Total 345 0 345 Left0 Thru3 Right0 Out In Total 4 3 7 Peak Hour Begins at 07:00 AM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:45 AM +0 mins. 63 12 0 75 82 1 0 83 0 0 0 0 0 1 0 1 +15 mins. 28 18 1 47 87 0 0 87 0 0 0 0 0 0 0 0 +30 mins. 28 14 1 43 59 0 0 59 0 0 0 0 0 0 1 1 +45 mins. 36 13 1 50 60 0 0 60 0 0 0 0 0 3 0 3 Total Volume 155 57 3 215 288 1 0 289 0 0 0 0 0 4 1 5 % App. Total 72.1 26.5 1.4 99.7 0.3 0 0 0 0 0 80 20 PHF .615 .792 .750 .717 .828 .250 .000 .830 .000 .000 .000 .000 .000 .333 .250 .417 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 145 07:15 AM 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 118 07:30 AM 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 85 07:45 AM 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 96 Total 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 444 08:00 AM 25 0 1 26 48 0 0 48 0 0 0 0 0 0 0 0 74 08:15 AM 17 0 0 17 56 0 0 56 0 0 0 0 0 0 0 0 73 08:30 AM 23 0 0 23 27 1 0 28 0 0 0 0 0 0 0 0 51 08:45 AM 20 1 0 21 24 0 0 24 0 0 0 0 0 0 0 0 45 Total 85 1 1 87 155 1 0 156 0 0 0 0 0 0 0 0 243 Grand Total 237 3 3 243 441 2 0 443 0 0 0 0 0 1 0 1 687 Apprch % 97.5 1.2 1.2 99.5 0.5 0 0 0 0 0 100 0 Total % 34.5 0.4 0.4 35.4 64.2 0.3 0 64.5 0 0 0 0 0 0.1 0 0.1 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 145 07:15 AM 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 118 07:30 AM 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 85 07:45 AM 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 96 Total Volume 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 444 % App. Total 97.4 1.3 1.3 99.7 0.3 0 0 0 0 0 100 0 PHF .603 .250 .500 .619 .831 .250 .000 .834 .000 .000 .000 .000 .000 .250 .000 .250 .766 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right2 Thru2 Left 152 Out In Total 0 156 156 Right0 Thru1 Left 286 Out In Total 153 287 440 Left0 Thru0 Right0 Out In Total 288 0 288 Left0 Thru1 Right0 Out In Total 3 1 4 Peak Hour Begins at 07:00 AM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 63 0 0 63 81 1 0 82 0 0 0 0 0 0 0 0 +15 mins. 28 2 1 31 86 0 0 86 0 0 0 0 0 1 0 1 +30 mins. 26 0 0 26 59 0 0 59 0 0 0 0 0 0 0 0 +45 mins. 35 0 1 36 60 0 0 60 0 0 0 0 0 0 0 0 Total Volume 152 2 2 156 286 1 0 287 0 0 0 0 0 1 0 1 % App. Total 97.4 1.3 1.3 99.7 0.3 0 0 0 0 0 100 0 PHF PHF .603 .250 .500 .619 .831 .250 .000 .834 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 07:15 AM 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 07:30 AM 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 15 07:45 AM 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 13 Total 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 50 08:00 AM 0 10 0 10 0 0 0 0 0 0 0 0 0 0 0 0 10 08:15 AM 0 22 1 23 0 0 0 0 0 0 0 0 0 0 1 1 24 08:30 AM 2 23 0 25 1 0 0 1 0 0 0 0 0 3 0 3 29 08:45 AM 1 14 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 Total 3 69 1 73 1 0 0 1 0 0 0 0 0 3 1 4 78 Grand Total 4 115 2 121 1 0 0 1 0 0 0 0 0 5 1 6 128 Apprch % 3.3 95 1.7 100 0 0 0 0 0 0 83.3 16.7 Total % 3.1 89.8 1.6 94.5 0.8 0 0 0.8 0 0 0 0 0 3.9 0.8 4.7 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 07:15 AM 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 13 07:30 AM 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 15 07:45 AM 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 13 Total Volume 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 50 % App. Total 2.1 95.8 2.1 0 0 0 0 0 0 0 100 0 PHF .250 .885 .250 .857 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .833 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right1 Thru 46 Left1 Out In Total 0 48 48 Right0 Thru0 Left0 Out In Total 3 0 3 Left0 Thru0 Right0 Out In Total 46 0 46 Left0 Thru2 Right0 Out In Total 1 2 3 Peak Hour Begins at 07:00 AM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 13 0 13 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 1 12 1 14 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 12 0 12 0 0 0 0 0 0 0 0 0 1 0 1 Total Volume 1 46 1 48 0 0 0 0 0 0 0 0 0 2 0 2 % App. Total 2.1 95.8 2.1 0 0 0 0 0 0 0 100 0 PHF .250 .885 .250 .857 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:15 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:30 AM 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 13 08:00 AM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 08:15 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 08:30 AM 1 6 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 14 0 15 0 0 0 0 0 0 0 0 0 0 0 0 15 Grand Total 3 23 0 26 2 0 0 2 0 0 0 0 0 0 0 0 28 Apprch % 11.5 88.5 0 100 0 0 0 0 0 0 0 0 Total % 10.7 82.1 0 92.9 7.1 0 0 7.1 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:15 AM 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 07:30 AM 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 07:45 AM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 13 % App. Total 18.2 81.8 0 100 0 0 0 0 0 0 0 0 PHF .500 .750 .000 .917 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 .813 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru9 Left2 Out In Total 0 11 11 Right0 Thru0 Left2 Out In Total 2 2 4 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +15 mins. 0 3 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +30 mins. 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 2 9 0 11 2 0 0 2 0 0 0 0 0 0 0 0 % App. Total 18.2 81.8 0 100 0 0 0 0 0 0 0 0 PHF .500 .750 .000 .917 .500 .000 .000 .500 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAAM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 07:00 AM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 07:00 AM to 07:45 AM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:00 AM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles -Large 2 Axle Vehicles -3 Axle Vehicles -4 Axle Trucks -5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 73 04:15 PM 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 66 04:30 PM 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 64 04:45 PM 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 62 Total 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 265 05:00 PM 24 17 0 41 22 2 0 24 0 0 0 0 0 2 0 2 67 05:15 PM 22 14 0 36 26 0 0 26 0 0 0 0 0 1 0 1 63 05:30 PM 26 8 0 34 15 0 0 15 0 0 0 0 0 1 0 1 1 50 05:45 PM 16 4 1 21 27 0 0 27 0 0 0 0 0 0 0 0 48 Total 88 43 1 132 90 2 0 92 0 0 0 0 0 4 0 4 228 Grand Total 193 104 1 298 182 5 0 187 0 0 0 0 0 8 0 8 493 Apprch % 64.8 34.9 0.3 97.3 2.7 0 0 0 0 0 100 0 Total % 39.1 21.1 0.2 60.4 36.9 1 0 37.9 0 0 0 0 0 1.6 0 1.6 Passenger Vehicles 179 26 1 206 176 5 0 181 0 0 0 0 0 4 0 4 391 % Passenger Vehicles 92.7 25 100 69.1 96.7 100 0 96.8 0 0 0 0 0 50 0 50 79.3 Large 2 Axle Vehicles 7 60 0 67 5 0 0 5 0 0 0 0 0 2 0 2 74 % Large 2 Axle Vehicles 3.6 57.7 0 22.5 2.7 0 0 2.7 0 0 0 0 0 25 0 25 15 3 Axle Vehicles 2 12 0 14 1 0 0 1 0 0 0 0 0 0 0 0 15 % 3 Axle Vehicles 1 11.5 0 4.7 0.5 0 0 0.5 0 0 0 0 0 0 0 0 3 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % 4 Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5+ Axle Trucks 5 6 0 11 0 0 0 0 0 0 0 0 0 2 0 2 13 % 5+ Axle Trucks 2.6 5.8 0 3.7 0 0 0 0 0 0 0 0 0 25 0 25 2.6 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 73 04:15 PM 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 66 04:30 PM 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 64 04:45 PM 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 62 Total Volume 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 265 % App. Total 63.3 36.7 0 96.8 3.2 0 0 0 0 0 100 0 PHF .905 .803 .000 .883 .852 .375 .000 .819 .000 .000 .000 .000 .000 .500 .000 .500 .908 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 61 Left 105 Out In Total 0 166 166 Right0 Thru3 Left 92 Out In Total 109 95 204 Left0 Thru0 Right0 Out In Total 153 0 153 Left0 Thru4 Right0 Out In Total 3 4 7 Peak Hour Begins at 04:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4 Axle Trucks 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 28 19 0 47 24 1 0 25 0 0 0 0 0 1 0 1 +15 mins. 22 13 0 35 27 2 0 29 0 0 0 0 0 2 0 2 +30 mins. 26 14 0 40 23 0 0 23 0 0 0 0 0 1 0 1 +45 mins. 29 15 0 44 18 0 0 18 0 0 0 0 0 0 0 0 Total Volume 105 61 0 166 92 3 0 95 0 0 0 0 0 4 0 4 % App. Total 63.3 36.7 0 96.8 3.2 0 0 0 0 0 100 0 PHF .905 .803 .000 .883 .852 .375 .000 .819 .000 .000 .000 .000 .000 .500 .000 .500 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Passenger Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 53 04:15 PM 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 52 04:30 PM 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 52 04:45 PM 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 48 Total 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 205 05:00 PM 20 3 0 23 22 2 0 24 0 0 0 0 0 1 0 1 48 05:15 PM 21 6 0 27 25 0 0 25 0 0 0 0 0 1 0 1 53 05:30 PM 24 1 0 25 13 0 0 13 0 0 0 0 0 1 0 1 39 05:45 PM 16 2 1 19 27 0 0 27 0 0 0 0 0 0 0 0 46 Total 81 12 1 94 87 2 0 89 89 0 0 0 0 0 3 0 3 186 Grand Total 179 26 1 206 176 5 0 181 0 0 0 0 0 4 0 4 391 Apprch % 86.9 12.6 0.5 97.2 2.8 0 0 0 0 0 100 0 Total % 45.8 6.6 0.3 52.7 45 1.3 0 46.3 0 0 0 0 0 1 0 1 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 53 04:15 PM 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 52 04:30 PM 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 52 04:45 PM 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 48 Total Volume 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 205 % App. Total 87.5 12.5 0 96.7 3.3 0 0 0 0 0 100 0 PHF .875 .700 .000 .903 .856 .375 .000 .821 .000 .000 .000 .000 .000 .250 .000 .250 .967 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 14 Left 98 Out In Total 0 112 112 Right0 Thru3 Left 89 Out In Total 99 92 191 Left0 Thru0 Right0 Out In Total 103 0 103 Left0 Thru1 Right0 Out In Total 3 1 4 Peak Hour Begins at 04:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 25 3 0 28 24 1 0 25 0 0 0 0 0 0 0 0 +15 mins. 20 3 0 23 26 2 0 28 0 0 0 0 0 1 0 1 +30 mins. 25 5 0 30 22 0 0 22 0 0 0 0 0 0 0 0 +45 mins. 28 3 0 31 17 0 0 17 0 0 0 0 0 0 0 0 Total Volume 98 14 0 112 89 3 0 92 0 0 0 0 0 1 0 1 % App. Total 87.5 12.5 0 96.7 3.3 0 0 0 0 0 100 0 PHF .875 .875 .700 .000 .903 .856 .375 .000 .821 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-Large 2 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 04:15 PM 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 10 04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 PM 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 10 Total 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 38 05:00 PM 2 12 0 14 0 0 0 0 0 0 0 0 0 1 0 1 15 05:15 PM 0 7 0 7 1 0 0 1 0 0 0 0 0 0 0 0 8 05:30 PM 2 7 0 9 2 0 0 2 0 0 0 0 0 0 0 0 11 05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 4 28 0 32 3 0 0 3 0 0 0 0 0 1 0 1 36 Grand Total 7 60 60 0 67 5 0 0 5 0 0 0 0 0 2 0 2 74 Apprch % 10.4 89.6 0 100 0 0 0 0 0 0 100 0 Total % 9.5 81.1 0 90.5 6.8 0 0 6.8 0 0 0 0 0 2.7 0 2.7 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 14 04:15 PM 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 10 04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 04:45 PM 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 10 Total Volume 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 38 % App. Total 8.6 91.4 0 100 0 0 0 0 0 0 100 0 PHF .750 .615 .000 .625 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .679 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 32 Left3 Out In Total 0 35 35 Right0 Thru0 Left2 Out In Total 4 2 6 Left0 Thru0 Right0 Out In Total 34 0 34 Left0 Thru1 Right0 Out In Total 0 1 1 Peak Hour Begins at 04:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 1 13 0 14 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 1 7 0 8 1 0 0 1 0 0 0 0 0 1 0 1 +30 mins. 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 1 8 0 9 1 0 0 1 0 0 0 0 0 0 0 0 Total Volume 3 32 0 35 2 0 0 2 0 0 0 0 0 1 0 1 % App. Total 8.6 91.4 0 100 0 0 0 0 0 0 100 0 PHF .750 .615 .000 .625 .500 .000 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-3 Axle Vehicles I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 04:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 12 05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 2 12 0 14 1 0 0 1 0 0 0 0 0 0 0 0 15 Apprch % 14.3 85.7 0 100 0 0 0 0 0 0 0 0 Total % 13.3 80 0 93.3 6.7 0 0 6.7 0 0 0 0 0 0 0 0 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 4 04:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total Volume 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 12 % App. Total 9.1 90.9 0 100 0 0 0 0 0 0 0 0 PHF .250 .833 .000 .917 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 .750 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru 10 Left1 Out In Total 0 11 11 Right0 Thru0 Left1 Out In Total 1 1 2 Left0 Thru0 Right0 Out In Total 11 0 11 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 1 2 0 3 1 0 0 1 0 0 0 0 0 0 0 0 +45 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 1 10 0 11 1 0 0 1 0 0 0 0 0 0 0 0 % App. Total 9.1 90.9 0 100 0 0 0 0 0 0 0 0 PHF .250 .833 .000 .917 .250 .000 .000 .250 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-4 Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Apprch % 0 0 0 0 0 0 0 0 0 0 0 0 Total % I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru0 Left0 Out In Total 0 0 0 Right0 Thru0 Left0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Left0 Thru0 Right0 Out In Total 0 0 0 Peak Hour Begins at 04:00 PM 4 Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 1 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny Groups Printed-5+ Axle Trucks I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 04:15 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 10 05:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Grand Total 5 6 0 11 0 0 0 0 0 0 0 0 0 2 0 2 13 Apprch % 45.5 54.5 0 0 0 0 0 0 0 0 100 0 Total % 38.5 46.2 0 84.6 0 0 0 0 0 0 0 0 0 15.4 0 15.4 I-15 Southbound Off Ramps Southbound Rainbow Valley Boulevard Westbound I-15 Southbound On Ramps Northbound Rainbow Valley Boulevard Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 3 04:15 PM 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4 04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total Volume 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 10 % App. Total 37.5 62.5 0 0 0 0 0 0 0 0 100 0 PHF .375 .417 .000 .667 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 .625 Counts Unlimited Inc. 25286 Jaclyn Avenue Moreno Valley, CA 92557 951-485-7934 File Name : CSD15SRAPM Site Code : 06738741 Start Date : 9/13/2007 Page No : 2 County of San Diego N/S: I-15 Southbound On/Off Ramps E/W: Rainbow Valley Boulevard Weather: Sunny I-15 Southbound Off Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard I-15 Southbound On Ramps Right0 Thru5 Left3 Out In Total 0 8 8 Right0 Thru0 Left0 Out In Total 5 0 5 Left0 Thru0 Right0 Out In Total 5 0 5 Left0 Thru2 Right0 Out In Total 0 2 2 Peak Hour Begins at 04:00 PM 5+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 04:00 PM to 04:45 PM -Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 04:00 PM +0 mins. 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 1 +15 mins. 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +30 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 +45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Total Volume 3 5 0 8 0 0 0 0 0 0 0 0 0 2 0 2 % App. Total 37.5 62.5 0 0 0 0 0 0 0 0 100 0 PHF .375 .417 .000 .667 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .500 Heavy Vehicle Worksheets 210 32 1046 2 0 65 N 3 0 21 7 0 37 NTS 5 0 21 15 0 79 227 32 1190 4 5 6 30000000 0000000 62 471 20 0 19 18 443 143 92 23 7 32 184 51778 13 2 10 16 759 325 80 11 0 11 344 4 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Ramps /Highway 79 I-15 Southbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 6% 3% 8% Passenger Cars Large 2 Axle Veh. 0.979 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps0% Total Veh. Heavy Veh. % AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 176 0 1431 0 0 8 N 0 0 3 0 0 1 NTS 1 0 5 1 0 9 177 0 1448 4 5 6 30000000 0000000 62 424 10015 418 497 34026 506 51375 44008 363 250 30011 254 4 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 0.990 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps /Highway 79 I-15 Southbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 1% 1% 1% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 3 1562 87 27 6 54 32 1443 83 26028 93 62 1020 20 3 16 1 14 986 1197 73 26 31 16 73 1343 510000000 0000000 4 1 2 3 120 0 374 0 0 7 0 0 2 0 0 0 0 0 5 5 0 18 115 0 349 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. AM Peak: 7:45-8:45 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars I-15 Northbound Ramps1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. 0.941 4 Ax Trucks Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Northbound Ramps /Highway 79 I-15 Northbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 0% 4% 6% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 3 1275 8602 40 1227 145 11102 148 62 569 5401 11 553 1740 11 406 10 1761 510000000 0000000 4 1 2 3 199 1 953 1 0 1 0 0 0 0 0 0 1 0 1 5 0 4 193 1 948 I-15 Northbound Ramps /Highway 79 I-15 Northbound Ramps Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 1% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.960 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 212 8 149 1 0 3 N 0 0 0 0 0 0 NTS 1 0 0 1 0 0 214 8 152 4 5 6 3140 00001 139 82 01001 83 62 2390 71 7 26 38 34 2285 1453 43 38 28 26 92 1588 5116 00001 15 6010017 4 1 2 3 20 11 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 11 17 La Paz Road /Highway 79 La Paz Road Highway 79 Highway 79 Count Date: 9/13/2007 0% 3% 6% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:30-8:30 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.978 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. La Paz Road 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 66 12 381 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 66 12 381 4 5 6 3175 00000 175 157 00000 157 62 1691 10 802 31 1650 2496 14 408 12 2522 5115 00000 15 31 00000 31 4 1 2 3 10 5 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 5 14 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. La Paz Road 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.973 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks La Paz Road /Highway 79 La Paz Road Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 0% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 30000000 0000000 62 1321 24 1 11 12 17 1280 868 25 9 11 8 28 921 51174 51042 167 774 26 28 87 43 843 4 1 2 3 1067 0 166 45 0 2 12 0 0 15 0 0 18 0 2 16 0 5 1006 0 159 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Pechanga Parkway 4% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:45-8:45 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.930 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Pechanga Parkway /Highway 79 Pechanga Parkway Highway 79 Highway 79 Count Date: 9/13/2007 0% 2% 4% Passenger Cars Large 2 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 30000000 0000000 62 899 6501 12 881 1637 61078 1651 51268 00004 264 1317 93036 1332 4 1 2 3 1039 0 421 4 0 0 3 0 0 0 0 0 1 0 0 20 0 2 1015 0 419 Pechanga Parkway /Highway 79 Pechanga Parkway Highway 79 Highway 79 Count Date: 9/13/2007 0% 1% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.979 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Pechanga Parkway 0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 30000000 0000000 62 1134 28 14 0 14 17 1089 901 73 989 26 1000 51239 00002 237 160 30000 163 4 1 2 3 124 0 88 0 0 2 0 0 1 0 0 0 0 0 1 5 0 3 119 0 83 Rainbow Canyon Road /Pechanga Parkway Rainbow Canyon Road Pechanga Parkway Pechanga Parkway Count Date: 9/18/2007 0% 2% 2% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.914 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 30000000 0000000 62 1172 1100 23 1148 1388 70044 1399 5166 00001 65 94 30011 98 4 1 2 3 327 0 334 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 323 0 330 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.950 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Pechanga Parkway Rainbow Canyon Road Pechanga Parkway Pechanga Parkway Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 6 383 0 0 5 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 6 388 0 4 5 6 30000000 7000007 620000000 0000000510000000 2000002 4 1 2 3 0 185 0 0 2 0 0 1 0 0 0 0 0 1 0 0 7 0 0 176 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road1% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.850 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Birdie Court Rainbow Canyon Road Birdie Court Birdie Court Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 9 149 0 0 4 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 9 153 0 4 5 6 30000000 3000003 620000000 0000000510000000 0000000 4 1 2 3 0 662 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 655 0 Rainbow Canyon Road /Birdie Court Rainbow Canyon Road Birdie Court Birdie Court Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.989 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 361 14 0 5 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 366 14 4 5 6 363 00000 63 0000000 620000000 00000005161 00001 60 0000000 4 1 2 3 0 126 3 0 2 0 0 1 0 0 0 0 0 1 0 0 6 0 0 118 3 Rainbow Canyon Road /Bayhill Drive Rainbow Canyon Road Bayhill Drive Bayhill Drive Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.833 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 114 34 0 3 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 117 34 4 5 6 345 00001 44 0000000 620000000 00000005113 00000 13 0000000 4 1 2 3 0 617 29 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 611 28 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Rainbow Canyon Road0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 5:00-6:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.976 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Rainbow Canyon Road /Bayhill Drive Rainbow Canyon Road Bayhill Drive Bayhill Drive Count Date: 9/18/2007 0% 0% 0% Passenger Cars Large 2 Axle Veh. 275 129 2 0 1 0 N 0 1 0 1 0 0 NTS 2 0 0 3 1 0 278 131 2 4 5 6 32000002 58 20011 61 6245 00001 44 40 21001 43 513000003 91 41012 97 4 1 2 3 31 43 1 2 0 0 2 0 0 0 0 0 0 0 0 0 2 0 29 41 1 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Old Highway 395 3% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.865 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks Old Highway 395 /Rainbow Valley Boulevard Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 1% 0% 2% Passenger Cars Large 2 Axle Veh. 76 27 1 3 0 0 N 0 0 0 0 0 0 NTS 1 0 0 1 0 0 80 27 1 4 5 6 36000006 378 61124 388 6238 00000 38 45 00112 47 516000006 39 30101 43 4 1 2 3 70 194 2 4 0 0 3 0 0 1 0 0 0 0 0 2 1 0 64 193 2 Old Highway 395 /Rainbow Valley Boulevard Old Highway 395 Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 1% 0% 1% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:45-5:45 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.947 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. Old Highway 395 2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 370 43010 66 7200009 62 291 11000 290 146 71023 156 510000000 1000001 4 1 2 3 1 7 61 0 1 1 0 1 0 0 0 1 0 0 0 0 2 3 1 4 57 I-15 Northbound Ramps /Rainbow Valley Boulevard I-15 Northbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 0% 1% 2% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.876 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps3% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. 0 0 0 0 0 0 N 0 0 0 0 0 0 NTS 0 0 0 0 0 0 0 0 0 4 5 6 3120 44001 115 11 20000 13 6296 00001 95 100 30022 105 510000000 0000000 4 1 2 3 2 5 363 1 2 6 0 2 1 0 0 3 1 0 2 0 0 7 1 3 350 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Northbound Ramps2% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. PM Peak: 4:30-5:30PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.972 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Northbound Ramps /Rainbow Valley Boulevard I-15 Northbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 0% 2% 2% Passenger Cars Large 2 Axle Veh. 2 2 152 1 46 1 N 0 9 2 0 0 0 NTS 0 0 0 0 9 2 3 57 155 4 5 6 30000000 0000000 621000001 120000351288 20020 286 0000000 4 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. AM Peak: 7:00-8:00 AM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.802 4 Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks I-15 Southbound Ramps /Rainbow Valley Boulevard I-15 Southbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 5% 1% 0% Passenger Cars Large 2 Axle Veh. 0 14 98 0 32 3 N 0 10 1 0 0 0 NTS 0 5 3 0 15 4 0 61 105 4 5 6 30000000 0000000 623000003 11002245192 10012 89 0000000 4 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-15 Southbound Ramps /Rainbow Valley Boulevard I-15 Southbound Ramps Rainbow Valley Boulevard Rainbow Valley Boulevard Count Date: 9/13/2007 11% 1% 50% Passenger Cars Large 2 Axle Veh. Heavy Veh. % Total Veh. Total Heavy Veh. 5+ Ax Trucks 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh. PM Peak: 4:00-5:00 PM PHF:3 Axle Veh. Large 2 Axle Veh. Passenger Cars 0.908 4 Ax Trucks Total Veh. Heavy Veh. % Heavy Veh. % Total Veh. I-15 Southbound Ramps0% Total Veh. Heavy Veh. % Passenger Cars Large 2 Axle Veh. Large 2 Axle Veh. Passenger Cars 3 Axle Veh. 4 Axle Trucks 5+ Axle Trucks Total Heavy Veh.Total Heavy Veh. 5+ Axle Trucks 4 Axle Trucks 3 Axle Veh. APPENDIX B Signal Warrants Existing AM Fri Sep 28, 2007 14:17:06 Page B-1 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 0 185 0 0 388 6 7 0 2 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 579 Minor Approach Volume: 9 Minor Approach Volume Threshold: 185 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing PM Fri Sep 28, 2007 14:17:09 Page B-2 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 Initial Vol: 0 662 0 0 153 9 3 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 824 Minor Approach Volume: 3 Minor Approach Volume Threshold: 126 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EA AM Fri Dec 7, 2007 10:47:56 Page B-3 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ************************************************** ****************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 0 196 0 0 411 6 7 0 2 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 614 Minor Approach Volume: 10 Minor Approach Volume Threshold: 175 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EA PM Fri Dec 7, 2007 10:48:10 Page B-4 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ************************************************** ****************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 Initial Vol: 0 702 0 0 162 10 3 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 873 Minor Approach Volume: 3 Minor Approach Volume Threshold: 117 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAP1 AM Fri Sep 28, 2007 14:17:14 Page B-5 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************* ************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 0 200 0 0 412 6 7 0 2 0 0 0 ------------|---------------||---------------||---------------||------------- --| Major Street Volume: 619 Minor Approach Volume: 10 Minor Approach Volume Threshold: 174 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAP1 PM Fri Sep 28, 2007 14:17:18 Page B-6 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************* ************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 Initial Vol: 0 705 0 0 167 10 3 0 0 0 0 0 ------------|---------------||---------------||---------------||----------- ----| Major Street Volume: 881 Minor Approach Volume: 3 Minor Approach Volume Threshold: 115 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAC AM Fri Sep 28, 2007 14:17:27 Page B-7 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************* ************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 0 489 0 0 515 6 7 0 2 0 0 0 ------------|---------------||---------------||---------------||------------- --| Major Street Volume: 1011 Minor Approach Volume: 10 Minor Approach Volume Threshold: 93 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAC PM Fri Sep 28, 2007 14:17:32 Page B-8 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************************* ************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 Initial Vol: 0 915 0 0 499 10 3 0 0 0 0 0 ------------|---------------||---------------||---------------||------------- --| Major Street Volume: 1423 Minor Approach Volume: 3 Minor Approach Volume Threshold: 36 [less than minimum of 75] --------------------------------------------------------------------------------SI GNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EACP1 AM Fri Sep 28, 2007 14:17:39 Page B-9 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************* ************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 0 0 0 Initial Vol: 0 493 0 0 517 6 7 0 2 0 0 0 ------------|---------------||---------------||---------------|| ---------------| Major Street Volume: 1017 Minor Approach Volume: 10 Minor Approach Volume Threshold: 92 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSI DEEACP1 PM Fri Sep 28, 2007 14:17:44 Page B-10 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #6 Rainbow Canyon Rd /Birdie Ct ******************************* ************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 Initial Vol: 0 918 0 0 504 10 3 0 0 0 0 0 ------------|---------------||---------------||---------------|| ---------------| Major Street Volume: 1431 Minor Approach Volume: 3 Minor Approach Volume Threshold: 35 [less than minimum of 75] --------------------------------------------------------------------- -----------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing AM Fri Sep 28, 2007 14:17:06 Page B-11 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Initial Vol: 0 126 3 14 366 0 0 0 0 61 0 63 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 509 Minor Approach Volume: 124 Minor Approach Volume Threshold: 206 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing PM Fri Sep 28, 2007 14:17:09 Page B-12 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #7 Rainbow Canyon Rd /Bayhill Dr ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Initial Vol: 0 617 29 34 117 0 0 0 0 13 0 0 45 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 797 Minor Approach Volume: 58 Minor Approach Volume Threshold: 132 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EA AM Fri Dec 7, 2007 10:47:56 Page B-13 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ************************************************* ******************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 0 Initial Vol: 0 134 3 15 388 0 0 0 0 65 0 67 ------------|---------------||---------------||---------------||-------- -------| Major Street Volume: 540 Minor Approach Volume: 131 Minor Approach Volume Threshold: 197 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EA PM Fri Dec 7, 2007 10:48:10 Page B-14 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ************************************************* ******************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 0 Initial Vol: 0 654 31 36 124 0 0 0 0 14 0 48 ------------|---------------||---------------||---------------||------- --------| Major Street Volume: 845 Minor Approach Volume: 61 Minor Approach Volume Threshold: 122 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAP1 AM Fri Sep 28, 2007 14:17:14 Page B-15 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ****************************************** ************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Initial Vol: 0 138 3 15 389 0 0 0 0 65 0 67 ------------|---------------||---------------||---------------||---------- -----| Major Street Volume: 545 Minor Approach Volume: 131 Minor Approach Volume Threshold: 195 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAP1 PM Fri Sep 28, 2007 14:17:18 Page B-16 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ****************************************** ************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Initial Vol: 0 657 31 36 129 0 0 0 0 14 0 48 ------------|---------------||---------------||---------------||--------- ------| Major Street Volume: 853 Minor Approach Volume: 61 Minor Approach Volume Threshold: 121 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAC AM Fri Sep 28, 2007 14:17:27 Page B-17 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ****************************************** ************************************** Future Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 Initial Vol: 0 427 3 15 492 0 0 0 0 65 0 67 ------------|---------------||---------------||---------------||---------- -----| Major Street Volume: 937 Minor Approach Volume: 131 Minor Approach Volume Threshold: 105 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAC PM Fri Sep 28, 2007 14:17:32 Page B-18 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #7 Rainbow Canyon Rd /Bayhill Dr ****************************************** ************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 0 Initial Vol: 0 867 31 36 461 0 0 0 0 14 0 48 ------------|---------------||---------------||---------------||------- --------| Major Street Volume: 1395 Minor Approach Volume: 61 Minor Approach Volume Threshold: 39 [less than minimum of 75] --------------------------------------------------------------------------- -----SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing AM Fri Sep 28, 2007 14:17:06 Page B-19 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #8 Old Highway 395 /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Initial Vol: 31 43 1 2 131 278 61 43 97 3 45 2 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 486 Minor Approach Volume: 201 Minor Approach Volume Threshold: 214 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing PM Fri Sep 28, 2007 14:17:09 Page B-20 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #8 Old Highway 395 /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Stop Sign Stop Sign Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 Initial Vol: 70 194 2 1 27 80 388 47 47 43 6 38 6 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 528 Minor Approach Volume: 266 Minor Approach Volume Threshold: 200 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing AM Fri Sep 28, 2007 14:17:06 Page B-21 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 1! 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 Initial Vol: 1 7 61 0 0 0 9 156 156 0 0 261 70 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 496 Minor Approach Volume: 69 Minor Approach Volume Threshold: 211 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing PM Fri Sep 28, 2007 14:17:09 Page B-22 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #9 I-15 NB Ramps /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 1! 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 Initial Vol: 2 5 363 0 0 0 13 105 0 0 0 96 120 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 334 Minor Approach Volume: 370 Minor Approach Volume Threshold: 276 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing AM Fri Sep 28, 2007 14:17:06 Page B-23 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 0 155 57 3 0 3 3 0 288 1 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 292 Minor Approach Volume: 215 Minor Approach Volume Threshold: 395 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE Existing PM Fri Sep 28, 2007 14:17:09 Page B-24 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ************************* ******************************************************* Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 0 105 61 0 0 4 4 0 92 3 0 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 99 Minor Approach Volume: 166 Minor Approach Volume Threshold: 627 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EA AM Fri Dec 7, 2007 10:47:56 Page B-25 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************************** ****************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 1 0 0 0 Initial Vol: 0 0 0 164 60 3 0 3 0 305 1 0 ------------|---------------||---------------||---------------||--- ------------| Major Street Volume: 310 Minor Approach Volume: 228 Minor Approach Volume Threshold: 382 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVE RSIDEEA PM Fri Dec 7, 2007 10:48:10 Page B-26 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************ ******************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 0 111 65 0 0 4 0 98 3 0 ------------|---------------||---------------||---------------||- --------------| Major Street Volume: 105 Minor Approach Volume: 176 Minor Approach Volume Threshold: 615 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RI VERSIDEEAP1 AM Fri Sep 28, 2007 14:17:14 Page B-27 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************* ************************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 1 0 0 0 Initial Vol: 0 0 0 164 60 9 0 28 20 305 10 0 ------------|---------------||---------------||------------ ---||---------------| Major Street Volume: 364 Minor Approach Volume: 234 Minor Approach Volume Threshold: 348 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EAP1 PM Fri Sep 28, 2007 14:17:18 Page B-28 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************* ************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 Initial Vol: 0 0 0 111 65 21 0 21 14 98 34 0 ------------|---------------||---------------||-------------- -||---------------| Major Street Volume: 167 Minor Approach Volume: 197 Minor Approach Volume Threshold: 515 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, WEBB, RIVERSIDE EAC AM Fri Sep 28, 2007 14:17:27 Page B-29 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************************* ************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 1 0 0 0 Initial Vol: 0 0 0 164 60 3 0 3 0 334 1 0 ------------|---------------||---------------||--------------- ||---------------| Major Street Volume: 339 Minor Approach Volume: 228 Minor Approach Volume Threshold: 363 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVE RSIDEEAC PM Fri Sep 28, 2007 14:17:32 Page B-30 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ************************ ******************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 1 0 0 0 Initial Vol: 0 0 0 111 65 0 0 4 0 142 3 0 ------------|---------------||---------------||---------------|| ---------------| Major Street Volume: 149 Minor Approach Volume: 176 Minor Approach Volume Threshold: 540 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, R IVERSIDEEACP1 AM Fri Sep 28, 2007 14:17:39 Page B-31 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************* ************************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 Initial Vol: 0 0 0 164 60 9 0 28 20 334 10 0 ------------|---------------||---------------||-------------- -||---------------| Major Street Volume: 393 Minor Approach Volume: 234 Minor Approach Volume Threshold: 331 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE EACP1 PM Fri Sep 28, 2007 14:17:44 Page B-32 --------------------------------------------------------------------------------Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions --------------------------------------------------------------------------------Peak Hour Volume Signal Warrant Report [Rural] ******************************************************************************** Intersection #10 I-15 SB Ramps /Rainbow Valley West Blvd ******************* ************************************************************* Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Lanes: 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 Initial Vol: 0 0 0 111 65 21 0 21 14 142 34 0 ------------|---------------||---------------||------------- --||---------------| Major Street Volume: 211 Minor Approach Volume: 197 Minor Approach Volume Threshold: 465 --------------------------------------------------------------------------------SIGNAL WARRANT DISCLAIMER This peak hour signal warrant analysis should be considered solely as an "indicator" of the likelihood of an unsignalized intersection warranting a traffic signal in the future. Intersections that exceed this warrant are probably more likely to meet one or more of the other volume based signal warrant (such as the 4-hour or 8-hour warrants). The peak hour warrant analysis in this report is not intended to replace a rigorous and complete traffic signal warrant analysis by the responsible jurisdiction. Consideration of the other signal warrants, which is beyond the scope of this software, may yield different results. Traffix 7.9.0415 (c) 2007 Dowling Assoc. Licensed to ALBERT WEBB, RIVERSIDE APPENDIX C 1.0 E Existing Level of Service Worksheets COMPARE Tue Oct 02 10:59:18 2007 Page 2-1 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 227 32 1190*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 184 1 Critical V/C: 0.970 2 471 1 Avg Crit Del (sec/veh): 59.4 0 344*** 0 Avg Delay (sec/veh): 48.1 2 778*** LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1190 32 227 0 184 344 778 471 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1216 33 232 0 188 351 795 481 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1216 33 232 0 188 351 795 481 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1216 33 232 0 188 351 795 481 0 ------------|---------------||--------- ------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------||----- ----------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.40 0.40 0.15 0.00 0.12 0.23 0.23 0.14 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 0.97 0.97 0.37 0.00 0.52 0.97 0.97 0.29 0.00 Delay/Veh: 0.0 0.0 0.0 50.0 50.0 23.0 0.0 36.7 71.9 65.5 13.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 50.0 50.0 23.0 0.0 36.7 71.9 65.5 13.7 0.0 LOS by Move: A A A D D C A D E E B A HCM2kAvgQ: 0 0 0 26 26 6 0 6 17 19 4 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-2 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 177 0 1448*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 506*** 1 Critical V/C: 0.875 2 424 1 Avg Crit Del (sec/veh): 32.7 0 254 0 Avg Delay (sec/veh): 29.3 2 375*** LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1448 0 177 0 506 254 375 424 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1463 0 179 0 511 257 379 428 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1463 0 179 0 511 257 379 428 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1463 0 179 0 511 257 379 428 0 ------------|---------------||---------- -----||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2260 1135 3467 3574 0 ------------|---------------||---------------||------ ---------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.41 0.00 0.11 0.00 0.23 0.23 0.11 0.12 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.12 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 0.88 0.00 0.24 0.00 0.88 0.88 0.87 0.31 0.00 Delay/Veh: 0.0 0.0 0.0 24.7 0.0 13.0 0.0 38.2 38.2 52.1 15.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 24.7 0.0 13.0 0.0 38.2 38.2 52.1 15.9 0.0 LOS by Move: A A A C A B A D D D B A HCM2kAvgQ: 0 0 0 20 0 3 0 13 13 8 3 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-3 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 83*** 1 Cycle Time (sec): 110 1 1562*** 0 Loss Time (sec): 12 1 1197 2 Critical V/C: 0.833 2 1020 0 Avg Crit Del (sec/veh): 16.0 0 0 0 Avg Delay (sec/veh): 11.8 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 120 0 374*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 120 0 374 0 0 0 83 1197 0 0 1020 1562 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 128 0 397 0 0 0 88 1272 0 0 1084 1660 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 0 397 0 0 0 88 1272 0 0 1084 1660 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 128 0 397 0 0 0 88 1272 0 0 1084 1660 ------------|---------------||--------- ------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||---------------||------ ---------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.14 0.00 0.00 0.00 0.05 0.37 0.00 0.00 0.36 0.55 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.42 0.00 0.83 0.00 0.00 0.00 0.81 0.52 0.00 0.00 0.54 0.83 Delay/Veh: 41.8 0.0 56.2 0.0 0.0 0.0 86.8 1.3 0.0 0.0 4.3 7.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.8 0.0 56.2 0.0 0.0 0.0 86.8 1.3 0.0 0.0 4.3 7.9 LOS by Move: D A E A A A F A A A A A HCM2kAvgQ: 4 0 10 0 0 0 5 3 0 0 5 17 COMPARE Tue Oct 02 10:59:18 2007 Page 2-4 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 148 1 Cycle Time (sec): 150 1 1275 0 Loss Time (sec): 12 1 1761*** 2 Critical V/C: 0.938 2 569 0 Avg Crit Del (sec/veh): 54.4 0 0 0 Avg Delay (sec/veh): 46.9 0 0*** LOS: D Lanes: 0 1 0 0 2 Initial Vol: 199 1 953*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 199 1 953 0 0 0 148 1761 0 0 569 1275 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 207 1 993 0 0 0 154 1834 0 0 593 1328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 1 993 0 0 0 154 1834 0 0 593 1328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 207 1 993 0 0 0 154 1834 0 0 593 1328 ------------|---------------||--------- ------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3067 3067 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.11 0.35 0.00 0.00 0.00 0.09 0.51 0.00 0.00 0.19 0.43 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.09 0.52 0.00 0.00 0.47 0.47 Volume/Cap: 0.32 0.32 0.99 0.00 0.00 0.00 0.92 0.99 0.00 0.00 0.41 0.92 Delay/Veh: 35.6 35.6 73.4 0.0 0.0 0.0 113.3 44.1 0.0 0.0 21.0 36.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.6 35.6 73.4 0.0 0.0 0.0 113.3 44.1 0.0 0.0 21.0 36.7 LOS by Move: D D E A A A F D A A C D HCM2kAvgQ: 7 7 31 0 0 0 10 49 0 0 7 33 COMPARE Tue Oct 02 10:59:18 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 214*** 8 152 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 83*** 1 Cycle Time (sec): 150 0 140 0 Loss Time (sec): 16 1 1588 2 Critical V/C: 0.818 2 2390*** 1 Avg Crit Del (sec/veh): 22.3 0 7 0 Avg Delay (sec/veh): 19.7 1 16 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 20*** 11 17 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 11 17 152 8 214 83 1588 7 16 2390 140 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 20 11 17 155 8 219 85 1624 7 16 2444 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 20 11 17 155 8 219 85 1624 7 16 2444 143 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 11 17 155 8 219 85 1624 7 16 2444 143 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.09 0.00 0.14 0.05 0.33 0.33 0.01 0.52 0.52 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.16 0.16 0.16 0.06 0.60 0.60 0.08 0.62 0.62 Volume/Cap: 0.59 0.59 0.59 0.53 0.03 0.83 0.83 0.56 0.56 0.11 0.83 0.83 Delay/Veh: 81.2 81.2 81.2 59.3 52.8 80.2 110.7 10.6 10.6 63.9 13.4 13.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 81.2 81.2 81.2 59.3 52.8 80.2 110.7 10.6 10.6 63.9 13.4 13.4 LOS by Move: F F F E D F F B B E B B HCM2kAvgQ: 3 3 3 7 0 12 6 10 10 1 26 26 COMPARE Tue Oct 02 10:59:18 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 66 12 381*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 157 1 Cycle Time (sec): 150 0 175 0 Loss Time (sec): 16 1 2522*** 2 Critical V/C: 0.839 2 1691 1 Avg Crit Del (sec/veh): 31.5 0 31 0 Avg Delay (sec/veh): 31.2 1 15*** LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 10 5*** 14 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||----------- ----||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 5 14 381 12 66 157 2522 31 15 1691 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 10 5 14 392 12 68 161 2592 32 15 1738 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 10 5 14 392 12 68 161 2592 32 15 1738 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 5 14 392 12 68 161 2592 32 15 1738 180 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4588 475 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.22 0.01 0.04 0.09 0.51 0.51 0.01 0.38 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.05 0.05 0.05 0.24 0.24 0.24 0.12 0.56 0.56 0.05 0.49 0.49 Volume/Cap: 0.37 0.37 0.37 0.90 0.03 0.18 0.77 0.90 0.90 0.18 0.77 0.77 Delay/Veh: 72.1 72.1 72.1 77.4 43.7 45.5 80.5 24.0 24.0 69.8 25.9 25.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.1 72.1 72.1 77.4 43.7 45.5 80.5 24.0 24.0 69.8 25.9 25.9 LOS by Move: E E E E D D F C C E C C HCM2kAvgQ: 2 2 2 21 0 2 9 38 38 1 23 23 COMPARE Tue Oct 02 10:59:18 2007 Page 2-7 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 921 3 Critical V/C: 0.729 3 1321*** 0 Avg Crit Del (sec/veh): 25.1 0 843 1 Avg Delay (sec/veh): 20.6 2 174 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1067*** 0 166 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||------------- --||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1067 0 166 0 0 0 0 921 843 174 1321 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1147 0 178 0 0 0 0 990 906 187 1420 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1147 0 178 0 0 0 0 990 906 187 1420 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1147 0 178 0 0 0 0 990 906 187 1420 0 ------------|---------------||--------- ------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------------||--- ------------||---------------| Capacity Analysis Module: Vol/Sat: 0.34 0.00 0.11 0.00 0.00 0.00 0.00 0.20 0.58 0.05 0.28 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.53 0.00 0.00 0.00 0.00 0.32 0.74 0.11 0.34 0.00 Volume/Cap: 0.81 0.00 0.22 0.00 0.00 0.00 0.00 0.63 0.79 0.48 0.81 0.00 Delay/Veh: 24.2 0.0 10.0 0.0 0.0 0.0 0.0 23.4 4.4 34.1 25.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.2 0.0 10.0 0.0 0.0 0.0 0.0 23.4 4.4 34.1 25.7 0.0 LOS by Move: C A A A A A A C A C C A HCM2kAvgQ: 15 0 2 0 0 0 0 8 5 3 14 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-8 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1651 3 Critical V/C: 1.008 3 899 0 Avg Crit Del (sec/veh): 56.6 0 1332*** 1 Avg Delay (sec/veh): 37.4 2 268*** LOS: D Lanes: 2 0 0 0 1 Initial Vol: 1039*** 0 421 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||------------- --||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1039 0 421 0 0 0 0 1651 1332 268 899 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1061 0 430 0 0 0 0 1686 1361 274 918 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1061 0 430 0 0 0 0 1686 1361 274 918 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1061 0 430 0 0 0 0 1686 1361 274 918 0 ------------|---------------||--- ------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||--------------- ||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.27 0.00 0.00 0.00 0.00 0.33 0.84 0.08 0.18 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.38 0.00 0.00 0.00 0.00 0.54 0.84 0.08 0.48 0.00 Volume/Cap: 1.01 0.00 0.70 0.00 0.00 0.00 0.00 0.61 1.01 1.01 0.37 0.00 Delay/Veh: 78.6 0.0 40.5 0.0 0.0 0.0 0.0 16.3 26.4 121.1 18.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.6 0.0 40.5 0.0 0.0 0.0 0.0 16.3 26.4 121.1 18.5 0.0 LOS by Move: E A D A A A A B C F B A HCM2kAvgQ: 30 0 16 0 0 0 0 14 67 10 7 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-9 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1000*** 1 Critical V/C: 0.713 2 1134 1 Avg Crit Del (sec/veh): 16.9 0 163 0 Avg Delay (sec/veh): 13.6 1 239*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 124*** 0 88 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||--- ------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 0 88 0 0 0 0 1000 163 239 1134 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 136 0 96 0 0 0 0 1094 178 261 1241 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 0 96 0 0 0 0 1094 178 261 1241 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 136 0 96 0 0 0 0 1094 178 261 1241 0 ------------|---------------|| ---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2978 485 1769 3538 0 ------------|---------------||----------- ----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.06 0.00 0.00 0.00 0.00 0.37 0.37 0.15 0.35 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.56 0.00 Volume/Cap: 0.71 0.00 0.57 0.00 0.00 0.00 0.00 0.71 0.71 0.71 0.62 0.00 Delay/Veh: 42.3 0.0 34.1 0.0 0.0 0.0 0.0 11.1 11.1 32.3 7.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 0.0 34.1 0.0 0.0 0.0 0.0 11.1 11.1 32.3 7.4 0.0 LOS by Move: D A C A A A A B B C A A HCM2kAvgQ: 4 0 3 0 0 0 0 10 10 7 8 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-10 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Operations (Base Volume Alternative) Existing PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1399*** 1 Critical V/C: 0.792 2 1172 1 Avg Crit Del (sec/veh): 22.2 0 98 0 Avg Delay (sec/veh): 21.2 1 66*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 327 0 334*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||--- ------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 327 0 334 0 0 0 0 1399 98 66 1172 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 344 0 352 0 0 0 0 1473 103 69 1234 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 344 0 352 0 0 0 0 1473 103 69 1234 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 344 0 352 0 0 0 0 1473 103 69 1234 0 ------------|---------------|| ---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3340 234 1805 3610 0 ------------|---------------||----------- ----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.00 0.22 0.00 0.00 0.00 0.00 0.44 0.44 0.04 0.34 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.51 0.00 Volume/Cap: 0.71 0.00 0.81 0.00 0.00 0.00 0.00 0.81 0.81 0.55 0.67 0.00 Delay/Veh: 38.1 0.0 45.5 0.0 0.0 0.0 0.0 15.8 15.8 50.1 14.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.1 0.0 45.5 0.0 0.0 0.0 0.0 15.8 15.8 50.1 14.8 0.0 LOS by Move: D A D A A A A B B D B A HCM2kAvgQ: 11 0 12 0 0 0 0 19 19 3 13 0 COMPARE Tue Oct 02 10:59:18 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 388 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 185 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 185 0 0 388 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 218 0 0 456 7 8 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 218 0 0 456 7 8 0 2 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 678 678 460 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 421 377 605 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 421 377 605 xxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 452 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.2 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ApproachLOS: * * B * COMPARE Tue Oct 02 10:59:18 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 9 153 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 662 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 662 0 0 153 9 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 669 0 0 155 9 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 669 0 0 155 9 3 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 829 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 343 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 343 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 15.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 15.6 xxxxxx ApproachLOS: * * C * COMPARE Tue Oct 02 10:59:18 2007 Page 2-13 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 366 14 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 63 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 2.7 0 0 0 Avg Delay (sec/veh): 2.7 0 61 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 126 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 126 3 14 366 0 0 0 0 61 0 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 151 4 17 439 0 0 0 0 73 0 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 151 4 17 439 0 0 0 0 73 0 76 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 155 xxxx xxxxx xxxx xxxx xxxxx 626 626 153 Potent Cap.: xxxx xxxx xxxxx 1438 xxxx xxxxx xxxx xxxx xxxxx 451 403 898 Move Cap.: xxxx xxxx xxxxx 1438 xxxx xxxxx xxxx xxxx xxxx xxxxx 447 399 898 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.16 0.00 0.08 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 600 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.0 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.0 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 13.0 ApproachLOS: * * * B COMPARE Tue Oct 02 10:59:18 2007 Page 2-14 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 117 34 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 45 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 13 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 617 29 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 617 29 34 117 0 0 0 0 13 0 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 632 30 35 120 0 0 0 0 13 0 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 632 30 35 120 0 0 0 0 13 0 46 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 662 xxxx xxxxx xxxx xxxx xxxxx 837 837 647 Potent Cap.: xxxx xxxx xxxxx 936 xxxx xxxxx xxxx xxxx xxxxx 340 305 475 Move Cap.: xxxx xxxx xxxxx 936 xxxx xxxxx xxxx xxxx xxxxx 330 294 475 Volume/Cap: xxxx xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.10 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 432 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.5 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.7 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 14.7 ApproachLOS: * * * B COMPARE Tue Oct 02 10:59:18 2007 Page 2-15 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Base Volume Alternative) Existing AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 278 131*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 61*** 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 43 1! Critical V/C: 0.594 1! 45 0 Avg Crit Del (sec/veh): 11.7 0 97 0 Avg Delay (sec/veh): 11.7 0 3*** LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 31 43*** 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 43 1 2 131 278 61 43 97 3 45 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 36 50 1 2 151 321 71 50 112 3 52 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 50 1 2 151 321 71 50 112 3 52 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 50 1 2 151 321 71 50 112 3 52 2 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.32 0.67 0.30 0.21 0.49 0.06 0.90 0.04 Final Sat.: 260 361 8 4 255 541 201 142 320 35 527 23 ------------|--------------- ||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.14 0.59 0.59 0.59 0.35 0.35 0.35 0.10 0.10 0.10 Crit Moves: **** **** **** **** Delay/Veh: 9.1 9.1 9.1 13.2 13.2 13.2 10.5 10.5 10.5 9.0 9.0 9.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.1 9.1 9.1 13.2 13.2 13.2 10.5 10.5 10.5 9.0 9.0 9.0 LOS by Move: A A A B B B B B B A A A ApproachDel: 9.1 13.2 10.5 9.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.1 13.2 10.5 9.0 LOS by Appr: A B B A AllWayAvgQ: 0.1 0.1 0.1 1.3 1.3 1.3 0.4 0.4 0.4 0.1 0.1 0.1 COMPARE Tue Oct 02 10:59:18 2007 Page 2-16 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Base Volume Alternative) Existing PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 80 27 1*** Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 388 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 47*** 1! Critical V/C: 0.743 1! 38*** 0 Avg Crit Del (sec/veh): 16.4 0 43 0 Avg Delay (sec/veh): 16.4 0 6 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 70 194*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------- -----||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 194 2 1 27 80 388 47 43 6 38 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 205 2 1 29 84 410 50 45 6 40 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 205 2 1 29 84 410 50 45 6 40 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 74 205 2 1 29 84 410 50 45 6 40 6 ------------|---------------||-------- -------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.25 0.74 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 159 440 5 6 150 444 552 67 61 68 432 68 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.47 0.47 0.47 0.19 0.19 0.19 0.74 0.74 0.74 0.09 0.09 0.09 Crit Moves: **** **** **** **** Delay/Veh: 12.9 12.9 12.9 9.5 9.5 9.5 20.7 20.7 20.7 9.2 9.2 9.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 12.9 12.9 9.5 9.5 9.5 20.7 20.7 20.7 9.2 9.2 9.2 LOS by Move: B B B A A A C C C A A A ApproachDel: 12.9 9.5 20.7 9.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.9 9.5 20.7 9.2 LOS by Appr: B A C A AllWayAvgQ: 0.7 0.7 0.7 0.2 0.2 0.2 2.4 2.4 2.4 0.1 0.1 0.1 COMPARE Tue Oct 02 10:59:18 2007 Page 2-17 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 9 0 Cycle Time (sec): 100 0 70 1 Loss Time (sec): 0 1 156 0 Critical V/C: 0.000 0 261 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 7 61 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1 7 61 0 0 0 9 156 0 0 261 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 8 70 0 0 0 10 178 0 0 298 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 8 70 0 0 0 10 178 0 0 298 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 537 576 178 xxxx xxxx xxxxx 378 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 503 426 862 xxxx xxxx xxxxx 1181 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 500 423 862 xxxx xxxx xxxxx 1181 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.02 0.08 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 773 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.3 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.2 xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 10:59:18 2007 Page 2-18 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 13 0 Cycle Time (sec): 100 0 120 1 Loss Time (sec): 0 1 105 0 Critical V/C: 0.000 0 96 0 Avg Crit Del (sec/veh): 6.2 0 0 0 Avg Delay (sec/veh): 6.2 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 5 363 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 5 363 0 0 0 13 105 0 0 96 120 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 5 373 0 0 0 13 108 0 0 99 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 5 373 0 0 0 13 108 0 0 99 123 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 295 357 108 xxxx xxxx xxxxx 222 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 696 569 946 xxxx xxxx xxxxx 1347 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 690 563 946 xxxx xxxx xxxxx 1347 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.39 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||--------------- | Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 935 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.0 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.5 xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 10:59:18 2007 Page 2-19 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 57 155 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 18.0 1 0 0 Avg Delay (sec/veh): 18.0 0 288 LOS: D Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 155 57 3 0 3 0 288 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 193 71 4 0 4 0 359 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 193 71 4 0 4 0 359 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 723 723 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 389 349 1075 xxxx xxxx xxxxx 1625 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 306 252 1075 xxxx xxxx xxxxx 1625 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.63 0.28 0.00 xxxx xxxx xxxx 0.22 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 4.0 xxxx xxxxx xxxx xxxx xxxxx 0.8 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 35.0 xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * * E * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 262 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.1 xxxxx xxxx xxxxx 0.8 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 24.1 xxxxx xxxx xxxxx 7.8 xxxx xxxxx Shared LOS: * * * * * C * * * A * * ApproachDel: xxxxxx 32.0 xxxxxx xxxxxx ApproachLOS: * D * * COMPARE Tue Oct 02 10:59:18 2007 Page 2-20 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Base Volume Alternative) Existing PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 61 105 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 4 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 9.5 1 0 0 Avg Delay (sec/veh): 9.5 0 92 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 105 61 0 0 4 0 92 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 116 67 0 0 4 0 101 3 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 116 67 0 0 4 0 101 3 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 210 210 3 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 758 671 1055 xxxx xxxx xxxxx 1624 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 720 627 1055 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.16 0.11 0.00 xxxx xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.6 xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.0 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 627 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.4 xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 11.1 xxxxxx xxxxxx ApproachLOS: * B * * 2.0 EA Existing Plus Ambient Growth Level of Service Worksheets COMPARE Wed Dec 19 16:31:09 2007 Page 2-1 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 241 34 1261*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 195 1 Critical V/C: 1.028 2 499 1 Avg Crit Del (sec/veh): 74.4 0 365*** 0 Avg Delay (sec/veh): 59.1 2 825*** LOS: E Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1261 34 241 0 195 365 825 499 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1261 34 241 0 195 365 825 499 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1288 35 246 0 199 372 842 510 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1288 35 246 0 199 372 842 510 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1288 35 246 0 199 372 842 510 0 ------------|---------------||---- -----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------|| ---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.42 0.42 0.16 0.00 0.13 0.25 0.25 0.15 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 1.03 1.03 0.39 0.00 0.55 1.03 1.03 0.30 0.00 Delay/Veh: 0.0 0.0 0.0 64.9 64.9 23.3 0.0 37.2 87.3 80.5 13.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 64.9 64.9 23.3 0.0 37.2 87.3 80.5 13.9 0.0 LOS by Move: A A A E E C A D F F B A HCM2kAvgQ: 0 0 0 30 30 6 0 6 20 21 4 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-2 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 188 0 1535*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 536*** 1 Critical V/C: 0.928 2 449 1 Avg Crit Del (sec/veh): 38.5 0 269 0 Avg Delay (sec/veh): 34.1 2 398*** LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1535 0 188 0 536 269 398 449 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1535 0 188 0 536 269 398 449 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1550 0 190 0 542 272 402 454 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1550 0 190 0 542 272 402 454 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1550 0 190 0 542 272 402 454 0 ------------|---------------||----- ----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2260 1135 3467 3574 0 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.43 0.00 0.12 0.00 0.24 0.24 0.12 0.13 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.12 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.25 0.00 0.93 0.93 0.93 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 29.5 0.0 13.1 0.0 44.6 44.6 60.7 16.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 29.5 0.0 13.1 0.0 44.6 44.6 60.7 16.0 0.0 LOS by Move: A A A C A B A D D E B A HCM2kAvgQ: 0 0 0 23 0 3 0 15 15 9 4 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-3 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 88*** 1 Cycle Time (sec): 110 1 1656*** 0 Loss Time (sec): 12 1 1269 2 Critical V/C: 0.883 2 1081 0 Avg Crit Del (sec/veh): 18.4 0 0 0 Avg Delay (sec/veh): 13.2 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 127 0 396*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 127 0 396 0 0 0 88 1269 0 0 1081 1656 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 127 0 396 0 0 0 88 1269 0 0 1081 1656 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 135 0 421 0 0 0 93 1348 0 0 1149 1760 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 0 421 0 0 0 93 1348 0 0 1149 1760 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 135 0 421 0 0 0 93 1348 0 0 1149 1760 ------------|---------------||---- -----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.15 0.00 0.00 0.00 0.05 0.40 0.00 0.00 0.38 0.58 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.45 0.00 0.88 0.00 0.00 0.00 0.86 0.55 0.00 0.00 0.58 0.88 Delay/Veh: 42.1 0.0 62.2 0.0 0.0 0.0 97.8 1.4 0.0 0.0 4.4 9.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 0.0 62.2 0.0 0.0 0.0 97.8 1.4 0.0 0.0 4.4 9.6 LOS by Move: D A E A A A F A A A A A HCM2kAvgQ: 4 0 11 0 0 0 5 3 0 0 6 22 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-4 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 157 1 Cycle Time (sec): 150 1 1352 0 Loss Time (sec): 12 1 1867*** 2 Critical V/C: 1.016 2 603 0 Avg Crit Del (sec/veh): 79.9 0 0 0 Avg Delay (sec/veh): 61.9 0 0*** LOS: E Lanes: 0 1 0 0 2 Initial Vol: 211 1 1010*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 211 1 1010 0 0 0 157 1867 0 0 603 1352 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 1 1010 0 0 0 157 1867 0 0 603 1352 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 220 1 1052 0 0 0 163 1944 0 0 628 1408 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 220 1 1052 0 0 0 163 1944 0 0 628 1408 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 220 1 1052 0 0 0 163 1944 0 0 628 1408 ------------|---------- -----||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3067 3067 ------------|---------------||-------- -------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.12 0.37 0.00 0.00 0.00 0.09 0.54 0.00 0.00 0.20 0.46 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.00 0.00 0.00 0.09 0.50 0.00 0.00 0.47 0.47 Volume/Cap: 0.35 0.35 1.09 0.00 0.00 0.00 0.98 1.09 0.00 0.00 0.44 0.98 Delay/Veh: 29.9 29.9 94.8 0.0 0.0 0.0 119.3 71.8 0.0 0.0 17.6 41.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.9 29.9 94.8 0.0 0.0 0.0 119.3 71.8 0.0 0.0 17.6 41.9 LOS by Move: C C F A A A F E A A B D HCM2kAvgQ: 6 6 32 0 0 0 10 52 0 0 7 34 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 227*** 8 161 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 88*** 1 Cycle Time (sec): 150 0 148 0 Loss Time (sec): 16 1 1683 2 Critical V/C: 0.894 2 2533*** 1 Avg Crit Del (sec/veh): 27.0 0 7 0 Avg Delay (sec/veh): 22.8 1 17 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 21 12*** 18 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||------------ ---| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 21 12 18 161 8 227 88 1683 7 17 2533 148 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 12 18 161 8 227 88 1683 7 17 2533 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 12 18 165 9 232 90 1721 8 17 2590 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 12 18 165 9 232 90 1721 8 17 2590 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 12 18 165 9 232 90 1721 8 17 2590 152 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.09 0.00 0.14 0.05 0.35 0.35 0.01 0.55 0.55 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.06 0.56 0.56 0.09 0.59 0.59 Volume/Cap: 0.50 0.50 0.50 0.59 0.03 0.92 0.91 0.63 0.63 0.11 0.92 0.92 Delay/Veh: 58.7 58.7 58.7 50.3 43.0 86.6 117.0 12.4 12.4 50.2 18.4 18.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.7 58.7 58.7 50.3 43.0 86.6 117.0 12.4 12.4 50.2 18.4 18.4 LOS by Move: E E E D D F F B B D B B HCM2kAvgQ: 3 3 3 6 0 12 6 12 12 1 33 33 Note: Queue reported reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 70 13 404*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 166 1 Cycle Time (sec): 150 0 186 0 Loss Time (sec): 16 1 2673*** 2 Critical V/C: 0.917 2 1792 1 Avg Crit Del (sec/veh): 51.0 0 33 0 Avg Delay (sec/veh): 42.4 1 16*** LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 11 5*** 15 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|----- ----------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 5 15 404 13 70 166 2673 33 16 1792 186 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 11 5 15 404 13 70 166 2673 33 16 1792 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 11 5 15 415 13 72 171 2748 34 16 1842 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 5 15 415 13 72 171 2748 34 16 1842 191 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 5 15 415 13 72 171 2748 34 16 1842 191 ------------|---------------|| ---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4588 475 ------------|---------------||- --------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.23 0.01 0.04 0.09 0.54 0.54 0.01 0.40 0.40 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.22 0.22 0.22 0.11 0.53 0.53 0.06 0.47 0.47 Volume/Cap: 0.31 0.31 0.31 1.02 0.03 0.20 0.85 1.02 1.02 0.16 0.85 0.85 Delay/Veh: 55.9 55.9 55.9 97.2 36.3 38.0 79.8 44.1 44.1 54.4 25.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.9 55.9 55.9 97.2 36.3 38.0 79.8 44.1 44.1 54.4 25.7 25.7 LOS by Move: E E E F D D E D D D C C HCM2kAvgQ: 1 1 1 22 0 2 9 47 47 1 24 24 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-7 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 976 3 Critical V/C: 0.773 3 1400*** 0 Avg Crit Del (sec/veh): 27.4 0 894 1 Avg Delay (sec/veh): 22.2 2 184 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1131*** 0 176 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1131 0 176 0 0 0 0 976 894 184 1400 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1131 0 176 0 0 0 0 976 894 184 1400 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1216 0 189 0 0 0 0 1050 961 198 1506 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1216 0 189 0 0 0 0 1050 961 198 1506 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1216 0 189 0 0 0 0 1050 961 198 1506 0 ------------|--------------- ||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------- -----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.36 0.00 0.12 0.00 0.00 0.00 0.00 0.21 0.62 0.06 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.53 0.00 0.00 0.00 0.00 0.32 0.74 0.11 0.34 0.00 Volume/Cap: 0.86 0.00 0.23 0.00 0.00 0.00 0.00 0.65 0.84 0.53 0.86 0.00 Delay/Veh: 26.8 0.0 10.3 0.0 0.0 0.0 0.0 23.5 5.8 35.1 27.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.8 0.0 10.3 0.0 0.0 0.0 0.0 23.5 5.8 35.1 27.9 0.0 LOS by Move: C A B A A A A C A D C A HCM2kAvgQ: 17 0 3 0 0 0 0 9 6 3 15 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-8 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1750 3 Critical V/C: 1.085 3 953 0 Avg Crit Del (sec/veh): 77.5 0 1412*** 1 Avg Delay (sec/veh): 46.7 2 284*** LOS: D Lanes: 2 0 0 0 1 Initial Vol: 1101*** 0 446 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1101 0 446 0 0 0 0 1750 1412 284 953 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1101 0 446 0 0 0 0 1750 1412 284 953 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1125 0 456 0 0 0 0 1788 1442 290 973 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1125 0 456 0 0 0 0 1788 1442 290 973 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1125 0 456 0 0 0 0 1788 1442 290 973 0 ------------|---------- -----||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||----- ----------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 0.00 0.28 0.00 0.00 0.00 0.00 0.34 0.89 0.08 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.37 0.00 0.00 0.00 0.00 0.53 0.82 0.08 0.46 0.00 Volume/Cap: 1.09 0.00 0.76 0.00 0.00 0.00 0.00 0.65 1.09 1.09 0.41 0.00 Delay/Veh: 96.3 0.0 38.3 0.0 0.0 0.0 0.0 15.4 51.3 135.0 17.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 96.3 0.0 38.3 0.0 0.0 0.0 0.0 15.4 51.3 135.0 17.7 0.0 LOS by Move: F A D A A A A B D F B A HCM2kAvgQ: 31 0 16 0 0 0 0 14 70 10 7 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-9 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1060*** 1 Critical V/C: 0.756 2 1202 1 Avg Crit Del (sec/veh): 18.3 0 173 0 Avg Delay (sec/veh): 14.4 1 253*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 131*** 0 93 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 131 0 93 0 0 0 0 1060 173 253 1202 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 131 0 93 0 0 0 0 1060 173 253 1202 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 144 0 102 0 0 0 0 1160 189 277 1315 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 0 102 0 0 0 0 1160 189 277 1315 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 0 102 0 0 0 0 1160 189 277 1315 0 ------------|---------------||---- -----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2978 485 1769 3538 0 ------------|---------------||---------------| |---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.06 0.00 0.00 0.00 0.00 0.39 0.39 0.16 0.37 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.57 0.00 Volume/Cap: 0.76 0.00 0.60 0.00 0.00 0.00 0.00 0.76 0.76 0.76 0.65 0.00 Delay/Veh: 46.3 0.0 35.7 0.0 0.0 0.0 0.0 11.9 11.9 34.8 7.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 0.0 35.7 0.0 0.0 0.0 0.0 11.9 11.9 34.8 7.4 0.0 LOS by Move: D A D A A A A B B C A A HCM2kAvgQ: 5 0 3 0 0 0 0 12 12 7 8 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-10 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EA PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1483*** 1 Critical V/C: 0.840 2 1242 1 Avg Crit Del (sec/veh): 24.9 0 104 0 Avg Delay (sec/veh): 23.0 1 70*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 347 0 354*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 347 0 354 0 0 0 0 1483 104 70 1242 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 347 0 354 0 0 0 0 1483 104 70 1242 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 365 0 373 0 0 0 0 1561 109 74 1308 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 0 373 0 0 0 0 1561 109 74 1308 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 365 0 373 0 0 0 0 1561 109 74 1308 0 ------------|---------------|| ---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3340 234 1805 3610 0 ------------|---------------||----------- ----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.00 0.23 0.00 0.00 0.00 0.00 0.47 0.47 0.04 0.36 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.51 0.00 Volume/Cap: 0.76 0.00 0.86 0.00 0.00 0.00 0.00 0.86 0.86 0.58 0.71 0.00 Delay/Veh: 40.3 0.0 50.9 0.0 0.0 0.0 0.0 17.9 17.9 51.9 15.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 0.0 50.9 0.0 0.0 0.0 0.0 17.9 17.9 51.9 15.1 0.0 LOS by Move: D A D A A A A B B D B A HCM2kAvgQ: 12 0 14 0 0 0 0 23 23 3 14 0 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 411 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 196 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 196 0 0 411 6 7 0 2 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 196 0 0 411 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 231 0 0 484 7 9 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 231 0 0 484 7 9 0 2 0 0 0 ------------|---------------||---------------||--------------- ||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 718 718 488 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 399 357 584 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 399 357 584 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 429 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.6 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 13.6 xxxxxx ApproachLOS: * * B * Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 162 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 702 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 702 0 0 162 10 3 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 702 0 0 162 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 710 0 0 164 10 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 710 0 0 164 10 3 0 0 0 0 0 ------------|---------------||---------- -----||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 878 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 321 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 321 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 16.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 16.3 xxxxxx ApproachLOS: * * C * Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-13 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 388 15 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 67 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 2.8 0 0 0 Avg Delay (sec/veh): 2.8 0 65 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 134 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 134 3 15 388 0 0 0 0 65 0 67 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 134 3 15 388 0 0 0 0 65 0 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 160 4 18 466 0 0 0 0 78 0 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 160 4 18 466 0 0 0 0 78 0 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 164 xxxx xxxxx xxxx xxxx xxxxx 664 664 162 Potent Cap.: xxxx xxxx xxxxx 1427 xxxx xxxxx xxxx xxxx xxxxx 429 384 888 Move Cap.: xxxx xxxx xxxxx 1427 xxxx xxxxx xxxx xxxx xxxxx 425 379 888 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.18 0.00 0.09 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 578 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.6 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 13.6 ApproachLOS: * * * B Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-14 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 124 36 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 48 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 14 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 654 31 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 654 31 36 124 0 0 0 0 14 0 48 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 654 31 36 124 0 0 0 0 14 0 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 670 31 37 127 0 0 0 0 14 0 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 670 31 37 127 0 0 0 0 14 0 49 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||------------ ---| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 702 702 xxxx xxxxx xxxx xxxx xxxxx 887 887 686 Potent Cap.: xxxx xxxx xxxxx 905 xxxx xxxxx xxxx xxxx xxxxx 317 285 451 Move Cap.: xxxx xxxx xxxxx 905 xxxx xxxxx xxxx xxxx xxxxx 307 273 451 Volume/Cap: xxxx xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx 0.05 0.00 0.11 ------------|---------------||---------------||---------------||--------- ------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 408 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.5 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.4 xxxxx Shared LOS: * * * A * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 15.4 ApproachLOS: * * * C Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-15 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EA AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 295 139*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 65 0 Cycle Time (sec): 100 0 2*** 0 Loss Time (sec): 0 0 46*** 1! Critical V/C: 0.639 1! 48 0 Avg Crit Del (sec/veh): 12.6 0 103 0 Avg Delay (sec/veh): 12.6 0 3 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 33*** 46 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 33 46 1 2 139 295 65 46 103 3 48 2 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 46 1 2 139 295 65 46 103 3 48 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 38 53 1 2 161 341 75 53 119 4 55 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 38 53 1 2 161 341 75 53 119 4 55 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 38 53 1 2 161 341 75 53 119 4 55 2 ------------|---------------||------------ ---||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.32 0.67 0.30 0.21 0.49 0.06 0.90 0.04 Final Sat.: 254 352 8 4 251 533 197 139 313 34 513 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.64 0.64 0.64 0.38 0.38 0.38 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 9.3 9.3 9.3 14.5 14.5 14.5 10.9 10.9 10.9 9.2 9.2 9.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 9.3 14.5 14.5 14.5 10.9 10.9 10.9 9.2 9.2 9.2 LOS by Move: A A A B B B B B B A A A ApproachDel: 9.3 14.5 10.9 9.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.3 14.5 10.9 9.2 LOS by Appr: A B B A AllWayAvgQ: 0.1 0.1 0.1 1.5 1.5 1.5 0.5 0.5 0.5 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-16 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EA PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 85 29*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 411 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.799 1! 40*** 0 Avg Crit Del (sec/veh): 18.9 0 46*** 0 Avg Delay (sec/veh): 18.9 0 6 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 74 206*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 74 206 2 1 29 85 411 50 46 6 40 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 206 2 1 29 85 411 50 46 6 40 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 78 217 2 1 30 90 434 53 48 7 43 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 217 2 1 30 90 434 53 48 7 43 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 217 2 1 30 90 434 53 48 7 43 7 ------------|---------------||------------- --||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.25 0.74 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 155 431 4 5 145 430 544 66 60 66 416 66 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.50 0.50 0.50 0.21 0.21 0.21 0.80 0.80 0.80 0.10 0.10 0.10 Crit Moves: **** **** **** **** Delay/Veh: 13.9 13.9 13.9 9.9 9.9 9.9 24.8 24.8 24.8 9.4 9.4 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.9 13.9 13.9 9.9 9.9 9.9 24.8 24.8 24.8 9.4 9.4 9.4 LOS by Move: B B B A A A C C C A A A ApproachDel: 13.9 9.9 24.8 9.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.9 9.9 24.8 9.4 LOS by Appr: B A C A AllWayAvgQ: 0.8 0.8 0.8 0.2 0.2 0.2 3.1 3.1 3.1 0.1 0.1 0.1 Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-17 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 10 0 Cycle Time (sec): 100 0 74 1 Loss Time (sec): 0 1 165 0 Critical V/C: 0.000 0 277 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 7 65 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 7 65 0 0 0 10 165 0 0 277 74 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 7 65 0 0 0 10 165 0 0 277 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 8 74 0 0 0 11 189 0 0 316 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 8 74 0 0 0 11 189 0 0 316 85 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 569 611 189 xxxx xxxx xxxxx 401 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 482 407 851 xxxx xxxx xxxxx 1158 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 479 403 851 xxxx xxxx xxxxx 1158 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.02 0.09 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 757 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.4 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.3 xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.3 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-18 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 14 0 Cycle Time (sec): 100 0 127 1 Loss Time (sec): 0 1 111 0 Critical V/C: 0.000 0 102 0 Avg Crit Del (sec/veh): 6.4 0 0 0 Avg Delay (sec/veh): 6.4 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 5 385 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 2 5 385 0 0 0 14 111 0 0 102 127 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 5 385 0 0 0 14 111 0 0 102 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 5 396 0 0 0 14 115 0 0 105 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 5 396 0 0 0 14 115 0 0 105 131 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 313 378 115 xxxx xxxx xxxxx 236 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 680 554 938 xxxx xxxx xxxxx 1332 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 674 548 938 xxxx xxxx xxxxx 1332 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.42 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 927 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.2 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.8 xxxxx xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-19 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 60 164 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 21.6 1 0 0 Avg Delay (sec/veh): 21.6 0 305 LOS: E Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 3 0 3 0 305 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 4 0 4 0 381 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 205 75 4 0 4 0 381 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 767 767 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 366 329 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 282 231 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.73 0.33 0.00 xxxx xxxx xxxx 0.23 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 5.2 xxxx xxxxx xxxx xxxx xxxxx 0.9 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 45.4 xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx LOS by Move: * * * E * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 241 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.4 xxxxx xxxx xxxxx 0.9 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 27.1 xxxxx xxxx xxxxx 7.9 xxxx xxxxx Shared LOS: * * * * * D * * * A * * ApproachDel: xxxxxx 40.3 xxxxxx xxxxxx ApproachLOS: * E * * Note: Queue reported is the number of cars per lane. COMPARE Wed Dec 19 16:31:09 2007 Page 2-20 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EA PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 65 111 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 4 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 9.7 1 0 0 Avg Delay (sec/veh): 9.7 0 98 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 0 0 4 0 98 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 0 0 5 0 107 4 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 123 71 0 0 5 0 107 4 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 223 223 4 xxxx xxxx xxxxx 5 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 746 660 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 706 614 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.17 0.12 0.00 xxxx xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.6 xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.2 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 614 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.4 xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 11.6 xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 11.3 xxxxxx xxxxxx ApproachLOS: * B * * Note: Queue reported is the number of cars per lane. 2.1 EAP Existing Plus Ambient Growth Plus Project Level of Service Worksheets COMPARE Tue Oct 02 11:00:04 2007 Page 2-1 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 241 34 1261*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 195 1 Critical V/C: 1.029 2 501 1 Avg Crit Del (sec/veh): 74.6 0 365*** 0 Avg Delay (sec/veh): 59.3 2 827*** LOS: E Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1261 34 241 0 195 365 825 499 0 Added Vol: 0 0 0 0 0 0 0 0 0 2 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1261 34 241 0 195 365 827 501 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 1288 35 246 0 199 372 844 512 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1288 35 246 0 199 372 844 512 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1288 35 246 0 199 372 844 512 0 ------------|---------------||---- -----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.83 0.83 0.80 1.00 0.79 0.79 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.95 0.05 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3060 82 1523 0 1508 1508 3400 3505 0 ------------|---------------||---------------|| ---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.42 0.42 0.16 0.00 0.13 0.25 0.25 0.15 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.00 0.24 0.24 0.24 0.48 0.00 Volume/Cap: 0.00 0.00 0.00 1.03 1.03 0.39 0.00 0.55 1.03 1.03 0.30 0.00 Delay/Veh: 0.0 0.0 0.0 65.2 65.2 23.3 0.0 37.2 87.4 80.7 13.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 65.2 65.2 23.3 0.0 37.2 87.4 80.7 13.8 0.0 LOS by Move: A A A E E C A D F F B A HCM2kAvgQ: 0 0 0 31 31 6 0 6 20 21 4 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-2 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 188 0 1536*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 537*** 1 Critical V/C: 0.931 2 451 1 Avg Crit Del (sec/veh): 39.0 0 271 0 Avg Delay (sec/veh): 34.5 2 403*** LOS: C Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1535 0 188 0 536 269 398 449 0 Added Vol: 0 0 0 1 0 0 0 1 2 5 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 1536 0 188 0 537 271 403 451 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 1551 0 190 0 543 274 407 456 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1551 0 190 0 543 274 407 456 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1551 0 190 0 543 274 407 456 0 ------------|---------------||----- ----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.89 0.89 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.33 0.67 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2256 1139 3467 3574 0 ------------|---------------||---------------||- --------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.43 0.00 0.12 0.00 0.24 0.24 0.12 0.13 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.47 0.00 0.47 0.00 0.26 0.26 0.13 0.38 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.25 0.00 0.93 0.93 0.93 0.33 0.00 Delay/Veh: 0.0 0.0 0.0 30.0 0.0 13.1 0.0 45.1 45.1 61.2 16.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 30.0 0.0 13.1 0.0 45.1 45.1 61.2 16.0 0.0 LOS by Move: A A A C A B A D D E B A HCM2kAvgQ: 0 0 0 23 0 3 0 15 15 9 4 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-3 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 88*** 1 Cycle Time (sec): 110 1 1657*** 0 Loss Time (sec): 12 1 1270 2 Critical V/C: 0.885 2 1083 0 Avg Crit Del (sec/veh): 18.7 0 0 0 Avg Delay (sec/veh): 13.4 0 0 LOS: B Lanes: 0 1 0 0 2 Initial Vol: 128 0 401*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 127 0 396 0 0 0 88 1269 0 0 1081 1656 Added Vol: 1 0 5 0 0 0 0 1 0 0 2 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 128 0 401 0 0 0 88 1270 0 0 1083 1657 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 136 0 427 0 0 0 93 1349 0 0 1151 1761 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 0 427 0 0 0 93 1349 0 0 1151 1761 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 136 0 427 0 0 0 93 1349 0 0 1151 1761 ------------|---------------| |---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3024 3024 ------------|---------------||------------- --||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.15 0.00 0.00 0.00 0.05 0.40 0.00 0.00 0.38 0.58 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.17 0.00 0.00 0.00 0.06 0.72 0.00 0.00 0.66 0.66 Volume/Cap: 0.45 0.00 0.89 0.00 0.00 0.00 0.86 0.55 0.00 0.00 0.58 0.89 Delay/Veh: 42.0 0.0 62.4 0.0 0.0 0.0 97.8 1.4 0.0 0.0 4.6 9.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.0 0.0 62.4 0.0 0.0 0.0 97.8 1.4 0.0 0.0 4.6 9.8 LOS by Move: D A E A A A F A A A A A HCM2kAvgQ: 5 0 11 0 0 0 5 3 0 0 6 22 COMPARE Tue Oct 02 11:00:04 2007 Page 2-4 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights =Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 157 1 Cycle Time (sec): 150 1 1353 0 Loss Time (sec): 12 1 1869*** 2 Critical V/C: 1.018 2 609 0 Avg Crit Del (sec/veh): 80.6 0 0 0 Avg Delay (sec/veh): 62.4 0 0*** LOS: E Lanes: 0 1 0 0 2 Initial Vol: 212 1 1013*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||--------------- | Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 211 1 1010 0 0 0 157 1867 0 0 603 1352 Added Vol: 1 0 3 0 0 0 0 2 0 0 6 1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 212 1 1013 0 0 0 157 1869 0 0 609 1353 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 221 1 1055 0 0 0 163 1947 0 0 635 1409 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1 1055 0 0 0 163 1947 0 0 635 1409 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1 1055 0 0 0 163 1947 0 0 635 1409 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.97 0.97 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.81 0.81 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1841 9 2842 0 0 0 1787 3574 0 0 3071 3071 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.12 0.37 0.00 0.00 0.00 0.09 0.54 0.00 0.00 0.21 0.46 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.00 0.00 0.00 0.09 0.50 0.00 0.00 0.47 0.47 Volume/Cap: 0.35 0.35 1.09 0.00 0.00 0.00 0.98 1.09 0.00 0.00 0.44 0.98 Delay/Veh: 29.9 29.9 95.5 0.0 0.0 0.0 119.4 72.6 0.0 0.0 17.7 42.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.9 29.9 95.5 0.0 0.0 0.0 119.4 72.6 0.0 0.0 17.7 42.0 LOS by Move: C C F A A A F E A A B D HCM2kAvgQ: 6 6 32 0 0 0 10 52 0 0 7 34 COMPARE Tue Oct 02 11:00:04 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 227*** 8 161 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 88*** 1 Cycle Time (sec): 150 0 148 0 Loss Time (sec): 16 1 1688 2 Critical V/C: 0.895 2 2536*** 1 Avg Crit Del (sec/veh): 27.0 0 7 0 Avg Delay (sec/veh): 22.9 1 17 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 21 12*** 18 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|----- ----------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 21 12 18 161 8 227 88 1683 7 17 2533 148 Added Vol: 0 0 0 0 0 0 0 5 0 0 3 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 12 18 161 8 227 88 1688 7 17 2536 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 12 18 165 9 232 90 1726 8 17 2593 152 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 12 18 165 9 232 90 1726 8 17 2593 152 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 12 18 165 9 232 90 1726 8 17 2593 152 ------------|---------------||- --------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.83 0.17 Final Sat.: 739 406 628 1805 1900 1615 1702 4865 21 1753 4720 276 ------------|---------------||------ ---------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.09 0.00 0.14 0.05 0.35 0.35 0.01 0.55 0.55 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.06 0.56 0.56 0.09 0.59 0.59 Volume/Cap: 0.50 0.50 0.50 0.59 0.03 0.92 0.91 0.63 0.63 0.11 0.92 0.92 Delay/Veh: 58.7 58.7 58.7 50.3 43.0 86.9 117.0 12.3 12.3 50.2 18.4 18.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.7 58.7 58.7 50.3 43.0 86.9 117.0 12.3 12.3 50.2 18.4 18.4 LOS by Move: E E E D D F F B B D B B HCM2kAvgQ: 3 3 3 6 0 12 6 12 12 1 33 33 COMPARE Tue Oct 02 11:00:04 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 70 13 404*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 166 1 Cycle Time (sec): 150 0 186 0 Loss Time (sec): 16 1 2678*** 2 Critical V/C: 0.918 2 1798 1 Avg Crit Del (sec/veh): 51.4 0 33 0 Avg Delay (sec/veh): 42.6 1 16*** LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 11 5*** 15 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 5 15 404 13 70 166 2673 33 16 1792 186 Added Vol: 0 0 0 0 0 0 0 5 0 0 6 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 11 5 15 404 13 70 166 2678 33 16 1798 186 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 11 5 15 415 13 72 171 2753 34 16 1848 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 5 15 415 13 72 171 2753 34 16 1848 191 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 5 15 415 13 72 171 2753 34 16 1848 191 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.96 0.04 1.00 2.72 0.28 Final Sat.: 602 301 843 1805 1900 1615 1805 5114 63 1787 4590 473 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.23 0.01 0.04 0.09 0.54 0.54 0.01 0.40 0.40 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.22 0.22 0.22 0.11 0.53 0.53 0.06 0.47 0.47 Volume/Cap: 0.31 0.31 0.31 1.02 0.03 0.20 0.85 1.02 1.02 0.16 0.85 0.85 Delay/Veh: 55.9 55.9 55.9 97.6 36.4 38.0 80.2 44.4 44.4 54.4 25.7 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.9 55.9 55.9 97.6 36.4 38.0 80.2 44.4 44.4 54.4 25.7 25.7 LOS by Move: E E E F D D F D D D C C HCM2kAvgQ: 1 1 1 22 0 2 9 47 47 1 24 24 COMPARE Tue Oct 02 11:00:04 2007 Page 2-7 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 980 3 Critical V/C: 0.774 3 1401*** 0 Avg Crit Del (sec/veh): 27.5 0 896 1 Avg Delay (sec/veh): 22.3 2 184 LOS: C Lanes: 2 0 0 0 1 Initial Vol: 1133*** 0 177 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1131 0 176 0 0 0 0 976 894 184 1400 0 Added Vol: 2 0 1 0 0 0 0 4 2 0 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1133 0 177 0 0 0 0 980 896 184 1401 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1218 0 190 0 0 0 0 1054 963 198 1507 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1218 0 190 0 0 0 0 1054 963 198 1507 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1218 0 190 0 0 0 0 1054 963 198 1507 0 ------------|--------------- ||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||---------- -----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.36 0.00 0.12 0.00 0.00 0.00 0.00 0.21 0.62 0.06 0.30 0.00 Crit Moves: **** **** **** Green/Cycle: 0.42 0.00 0.53 0.00 0.00 0.00 0.00 0.32 0.74 0.11 0.34 0.00 Volume/Cap: 0.86 0.00 0.23 0.00 0.00 0.00 0.00 0.66 0.84 0.53 0.86 0.00 Delay/Veh: 26.9 0.0 10.3 0.0 0.0 0.0 0.0 23.6 5.9 35.1 28.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.9 0.0 10.3 0.0 0.0 0.0 0.0 23.6 5.9 35.1 28.0 0.0 LOS by Move: C A B A A A A C A D C A HCM2kAvgQ: 17 0 3 0 0 0 0 9 6 3 15 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-8 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 1752 3 Critical V/C: 1.088 3 957 0 Avg Crit Del (sec/veh): 78.4 0 1415*** 1 Avg Delay (sec/veh): 47.1 2 285*** LOS: D Lanes: 2 0 0 0 1 Initial Vol: 1103*** 0 447 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1101 0 446 0 0 0 0 1750 1412 284 953 0 Added Vol: 2 0 1 0 0 0 0 2 3 1 4 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1103 0 447 0 0 0 0 1752 1415 285 957 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 1127 0 457 0 0 0 0 1790 1445 291 977 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1127 0 457 0 0 0 0 1790 1445 291 977 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1127 0 457 0 0 0 0 1790 1445 291 977 0 ------------|---------- -----||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||----- ----------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.32 0.00 0.28 0.00 0.00 0.00 0.00 0.35 0.89 0.08 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.37 0.00 0.00 0.00 0.00 0.53 0.82 0.08 0.46 0.00 Volume/Cap: 1.09 0.00 0.76 0.00 0.00 0.00 0.00 0.65 1.09 1.09 0.41 0.00 Delay/Veh: 97.2 0.0 38.4 0.0 0.0 0.0 0.0 15.4 52.2 135.8 17.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 97.2 0.0 38.4 0.0 0.0 0.0 0.0 15.4 52.2 135.8 17.7 0.0 LOS by Move: F A D A A A A B D F B A HCM2kAvgQ: 31 0 16 0 0 0 0 14 71 10 7 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-9 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1061*** 1 Critical V/C: 0.759 2 1202 1 Avg Crit Del (sec/veh): 18.5 0 174 0 Avg Delay (sec/veh): 14.5 1 253*** LOS: B Lanes: 1 0 0 0 1 Initial Vol: 134*** 0 94 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 131 0 93 0 0 0 0 1060 173 253 1202 0 Added Vol: 3 0 1 0 0 0 0 1 1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 134 0 94 0 0 0 0 1061 174 253 1202 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 147 0 103 0 0 0 0 1161 190 277 1315 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 147 0 103 0 0 0 0 1161 190 277 1315 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 147 0 103 0 0 0 0 1161 190 277 1315 0 ------------|---------------||---- -----------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2976 487 1769 3538 0 ------------|---------------||---------------| |---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.06 0.00 0.00 0.00 0.00 0.39 0.39 0.16 0.37 0.00 Crit Moves: **** **** **** Green/Cycle: 0.11 0.00 0.11 0.00 0.00 0.00 0.00 0.51 0.51 0.21 0.57 0.00 Volume/Cap: 0.76 0.00 0.60 0.00 0.00 0.00 0.00 0.76 0.76 0.76 0.66 0.00 Delay/Veh: 46.2 0.0 35.3 0.0 0.0 0.0 0.0 12.1 12.1 35.1 7.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 0.0 35.3 0.0 0.0 0.0 0.0 12.1 12.1 35.1 7.5 0.0 LOS by Move: D A D A A A A B B D A A HCM2kAvgQ: 5 0 3 0 0 0 0 12 12 7 8 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-10 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAP1 PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 1484*** 1 Critical V/C: 0.843 2 1243 1 Avg Crit Del (sec/veh): 25.1 0 107 0 Avg Delay (sec/veh): 23.2 1 72*** LOS: C Lanes: 1 0 0 0 1 Initial Vol: 349 0 355*** Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 347 0 354 0 0 0 0 1483 104 70 1242 0 Added Vol: 2 0 1 0 0 0 0 1 3 2 1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 349 0 355 0 0 0 0 1484 107 72 1243 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 367 0 374 0 0 0 0 1562 113 76 1309 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 367 0 374 0 0 0 0 1562 113 76 1309 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 367 0 374 0 0 0 0 1562 113 76 1309 0 ------------|---------------|| ---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.87 0.13 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3334 240 1805 3610 0 ------------|---------------||----------- ----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.00 0.23 0.00 0.00 0.00 0.00 0.47 0.47 0.04 0.36 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.00 0.54 0.54 0.07 0.51 0.00 Volume/Cap: 0.76 0.00 0.86 0.00 0.00 0.00 0.00 0.86 0.86 0.60 0.71 0.00 Delay/Veh: 40.5 0.0 51.2 0.0 0.0 0.0 0.0 18.0 18.0 52.9 15.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.5 0.0 51.2 0.0 0.0 0.0 0.0 18.0 18.0 52.9 15.1 0.0 LOS by Move: D A D A A A A B B D B A HCM2kAvgQ: 12 0 14 0 0 0 0 23 23 3 14 0 COMPARE Tue Oct 02 11:00:04 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 412 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: B Lanes: 0 1 0 0 0 Initial Vol: 0 200 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 196 0 0 411 6 7 0 2 0 0 0 Added Vol: 0 4 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 200 0 0 412 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 235 0 0 485 7 9 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 235 0 0 485 7 9 0 2 0 0 0 ------------|---------------||------------ ---||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 724 724 724 489 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 395 354 583 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 395 354 583 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 0.00 0.00 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 426 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.7 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * B * * * * ApproachDel: xxxxxx xxxxxx 13.7 xxxxxx ApproachLOS: * * B * COMPARE Tue Oct 02 11:00:04 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 167 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 705 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 702 0 0 162 10 3 0 0 0 0 0 Added Vol: 0 3 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 705 0 0 167 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 713 0 0 169 10 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 713 0 0 169 10 3 0 0 0 0 0 ------------|---------------||---------- -----||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 886 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 317 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 317 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 16.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * C * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 16.5 xxxxxx ApproachLOS: * * C * COMPARE Tue Oct 02 11:00:04 2007 Page 2-13 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 389 15 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 67 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 2.8 0 0 0 Avg Delay (sec/veh): 2.8 0 65 LOS: B Lanes: 0 0 0 1 0 Initial Vol: 0 138 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 134 3 15 388 0 0 0 0 65 0 67 Added Vol: 0 4 0 0 1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 138 3 15 389 0 0 0 0 65 0 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 165 4 18 467 0 0 0 0 78 0 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 165 4 18 467 0 0 0 0 78 0 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 169 xxxx xxxxx xxxx xxxx xxxxx 670 670 167 Potent Cap.: xxxx xxxx xxxxx 1421 xxxx xxxxx xxxx xxxx xxxxx 426 381 882 Move Cap.: xxxx xxxx xxxxx 1421 xxxx xxxxx xxxx xxxx xxxxx 421 376 882 Volume/Cap: xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx 0.18 0.00 0.09 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 574 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1.1 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 13.6 xxxxx Shared LOS: * * * A * * * * * * B * ApproachDel: xxxxxx xxxxxx xxxxxx 13.6 ApproachLOS: * * * B COMPARE Tue Oct 02 11:00:04 2007 Page 2-14 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 129 36 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 48 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.4 0 0 0 Avg Delay (sec/veh): 1.4 0 14 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 657 31 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 654 31 36 124 0 0 0 0 14 0 48 Added Vol: 0 3 0 0 5 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 657 31 36 129 0 0 0 0 14 0 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 673 31 37 132 0 0 0 0 14 0 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 673 31 37 132 0 0 0 0 14 0 49 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 705 xxxx xxxxx xxxx xxxx xxxxx 895 895 689 Potent Cap.: xxxx xxxx xxxxx 903 xxxx xxxxx xxxx xxxx xxxxx 314 282 449 Move Cap.: xxxx xxxx xxxxx 903 xxxx xxxxx xxxx xxxx xxxxx 304 270 449 Volume/Cap: xxxx xxxx xxxx 0.04 xxxx xxxx xxxx xxxx xxxx 0.05 0.00 0.11 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 406 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.5 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 9.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.5 xxxxx Shared LOS: * * * A * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 15.5 ApproachLOS: * * * C COMPARE Tue Oct 02 11:00:04 2007 Page 2-15 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 296 139*** 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 69*** 0 Cycle Time (sec): 100 0 2 0 Loss Time (sec): 0 0 46 1! Critical V/C: 0.645 1! 48*** 0 Avg Crit Del (sec/veh): 12.8 0 105 0 Avg Delay (sec/veh): 12.8 0 3 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 34 46*** 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 33 46 1 2 139 295 65 46 103 3 48 2 Added Vol: 1 0 0 0 0 1 4 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 34 46 1 2 139 296 69 46 105 3 48 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 39 53 1 2 161 342 79 53 121 4 55 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 53 1 2 161 342 79 53 121 4 55 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 53 1 2 161 342 79 53 121 4 55 2 ------------|---------------||------------ ---||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.57 0.01 0.01 0.32 0.67 0.31 0.21 0.48 0.06 0.90 0.04 Final Sat.: 257 346 8 4 249 530 203 135 310 34 509 23 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.15 0.15 0.64 0.64 0.64 0.39 0.39 0.39 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 9.3 9.3 9.3 14.7 14.7 14.7 11.1 11.1 11.1 9.2 9.2 9.2 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 9.3 14.7 14.7 14.7 11.1 11.1 11.1 9.2 9.2 9.2 LOS by Move: A A A B B B B B B A A A ApproachDel: 9.3 14.7 11.1 9.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.3 14.7 11.1 9.2 LOS by Appr: A B B A AllWayAvgQ: 0.2 0.2 0.2 1.6 1.6 1.6 0.5 0.5 0.5 0.1 0.1 0.1 COMPARE Tue Oct 02 11:00:04 2007 Page 2-16 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 90 29*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 414*** 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.810 1! 40*** 0 Avg Crit Del (sec/veh): 19.5 0 48 0 Avg Delay (sec/veh): 19.5 0 6 LOS: C Lanes: 0 0 1! 0 0 Initial Vol: 77*** 206 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 74 206 2 1 29 85 411 50 46 6 40 6 Added Vol: 3 0 0 0 0 5 3 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 206 2 1 29 90 414 50 48 6 40 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 82 217 2 1 30 95 437 53 50 7 43 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 217 2 1 30 95 437 53 50 7 43 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 217 2 1 30 95 437 53 50 7 43 7 ------------|---------------||------------- --||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.72 0.01 0.01 0.24 0.75 0.81 0.10 0.09 0.12 0.76 0.12 Final Sat.: 159 424 4 5 139 436 540 65 62 65 413 65 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.51 0.51 0.51 0.22 0.22 0.22 0.81 0.81 0.81 0.10 0.10 0.10 Crit Moves: **** **** **** **** Delay/Veh: 14.1 14.1 14.1 10.0 10.0 10.0 25.8 25.8 25.8 9.5 9.5 9.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.1 14.1 14.1 10.0 10.0 10.0 25.8 25.8 25.8 9.5 9.5 9.5 LOS by Move: B B B A A A D D D A A A ApproachDel: 14.1 10.0 25.8 9.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.1 10.0 25.8 9.5 LOS by Appr: B A D A AllWayAvgQ: 0.9 0.9 0.9 0.2 0.2 0.2 3.2 3.2 3.2 0.1 0.1 0.1 COMPARE Tue Oct 02 11:00:04 2007 Page 2-17 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 28 0 Cycle Time (sec): 100 0 74 1 Loss Time (sec): 0 1 171 0 Critical V/C: 0.000 0 279 0 Avg Crit Del (sec/veh): 1.7 0 0 0 Avg Delay (sec/veh): 1.7 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 8 7 65 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 7 65 0 0 0 10 165 0 0 277 74 Added Vol: 7 0 0 0 0 0 18 6 0 0 2 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 7 65 0 0 0 28 171 0 0 279 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 9 8 74 0 0 0 31 196 0 0 318 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 9 8 74 0 0 0 31 196 0 0 318 85 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 619 661 196 xxxx xxxx xxxxx 403 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 451 381 843 xxxx xxxx xxxxx 1156 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 441 371 843 xxxx xxxx xxxxx 1156 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.02 0.02 0.09 xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 697 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.5 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.9 xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.9 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:00:04 2007 Page 2-18 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 26 0 Cycle Time (sec): 100 0 127 1 Loss Time (sec): 0 1 115 0 Critical V/C: 0.000 0 109 0 Avg Crit Del (sec/veh): 6.8 0 0 0 Avg Delay (sec/veh): 6.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 25 5 385 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 2 5 385 0 0 0 14 111 0 0 102 127 Added Vol: 23 0 0 0 0 0 12 4 0 0 7 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 25 5 385 0 0 0 26 115 0 0 109 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 26 5 396 0 0 0 27 119 0 0 112 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 26 5 396 0 0 0 27 119 0 0 112 131 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 349 414 119 xxxx xxxx xxxxx 243 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 648 528 933 xxxx xxxx xxxxx 1324 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 638 518 933 xxxx xxxx xxxxx 1324 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.04 0.01 0.42 xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||--------------- | Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 899 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.6 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 12.6 xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 12.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:00:04 2007 Page 2-19 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 60 164 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28 0 Critical V/C: 0.000 0 10 1 Avg Crit Del (sec/veh): 23.3 1 20 0 Avg Delay (sec/veh): 23.3 0 305 LOS: E Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 0 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 9 0 28 20 305 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 11 0 35 25 381 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 205 75 11 0 35 25 381 13 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 821 834 13 xxxx xxxx xxxxx 60 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 340 301 1059 xxxx xxxx xxxxx 1550 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 258 207 1059 xxxx xxxx xxxxx 1550 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.79 0.36 0.01 xxxx xxxx xxxx 0.25 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 6.1 xxxx xxxxx xxxx xxxx xxxxx 1.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 57.1 xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 232 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.6 xxxxx xxxx xxxxx 1.0 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 29.6 xxxxx xxxx xxxxx 8.1 xxxx xxxxx Shared LOS: * * * * * D * * * A * * ApproachDel: xxxxxx 48.9 xxxxxx xxxxxx ApproachLOS: * E * * COMPARE Tue Oct 02 11:00:04 2007 Page 2-20 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAP1 PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 21 65 111 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 21 0 Critical V/C: 0.000 0 34 1 Avg Crit Del (sec/veh): 8.4 1 14 0 Avg Delay (sec/veh): 8.4 0 98 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 0 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 21 0 21 14 98 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 23 0 23 15 107 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 123 71 23 0 23 15 107 38 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 284 291 38 xxxx xxxx xxxxx 39 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 688 605 1009 xxxx xxxx xxxxx 1578 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 650 561 1009 xxxx xxxx xxxxx 1578 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.19 0.13 0.02 xxxx xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.7 xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 11.8 xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 629 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.5 xxxxx xxxx xxxxx 0.2 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 11.7 xxxxx xxxx xxxxx 7.4 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 11.8 xxxxxx xxxxxx ApproachLOS: * B * * 2.2 EAP+Imp Existing Plus Ambient Growth Plus Project With Improvements Level of Service Worksheets COMPARE Tue Oct 02 11:17:28 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Project (Residential) Conditions with Improvements Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 AM mit Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 60 164*** Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28*** 0 Critical V/C: 0.557 0 10*** 1 Avg Crit Del (sec/veh): 12.4 1 20 0 Avg Delay (sec/veh): 12.4 0 305 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 0 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 9 0 28 20 305 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 11 0 35 25 381 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 205 75 11 0 35 25 381 13 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 205 75 11 0 35 25 381 13 0 ------------|---------------||---------------||-- -------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.87 0.13 0.00 0.58 0.42 0.97 0.03 0.00 Final Sat.: 0 0 0 562 537 82 0 401 285 683 23 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.36 0.14 0.14 xxxx 0.09 0.09 0.56 0.56 xxxx Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 12.2 9.2 9.2 0.0 8.4 8.4 13.8 13.8 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 12.2 9.2 9.2 0.0 8.4 8.4 13.8 13.8 0.0 LOS by Move: * * * B A A * A A B B * ApproachDel: xxxxxx 11.3 8.4 13.8 Delay Adj: xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 11.3 8.4 13.8 LOS by Appr: * B A B AllWayAvgQ: 0.0 0.0 0.0 0.5 0.1 0.1 0.1 0.1 0.1 1.1 1.1 1.1 COMPARE Tue Oct 02 11:17:28 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Project (Residential) Conditions with Improvements Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAP1 PM mit Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 21 65 111*** Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 21 0 Critical V/C: 0.195 0 34*** 1 Avg Crit Del (sec/veh): 8.9 1 14*** 0 Avg Delay (sec/veh): 8.9 0 98 LOS: A Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 0 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 21 0 21 14 98 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 23 0 23 15 107 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 123 71 23 0 23 15 107 38 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 123 71 23 0 23 15 107 38 0 ------------|---------------||---------------||-- -------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.75 0.25 0.00 0.60 0.40 0.74 0.26 0.00 Final Sat.: 0 0 0 628 536 174 0 401 264 555 195 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.20 0.13 0.13 xxxx 0.06 0.06 0.19 0.19 xxxx Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 9.6 8.4 8.4 0.0 8.5 8.5 8.7 8.7 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 9.6 8.4 8.4 0.0 8.5 8.5 8.7 8.7 0.0 LOS by Move: * * * A A A * A A A A * ApproachDel: xxxxxx 9.1 8.5 8.7 Delay Adj: xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 9.1 8.5 8.7 LOS by Appr: * A A A AllWayAvgQ: 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 3.0 EAC Existing Plus Ambient Growth Plus Cumulative Projects Level of Service Worksheets COMPARE Tue Oct 02 11:00:56 2007 Page 2-1 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 280 34 2017*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 368 1 Critical V/C: 1.534 2 684 1 Avg Crit Del (sec/veh): 281.9 0 390*** 0 Avg Delay (sec/veh): 230.7 2 1453*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1261 34 241 0 195 365 825 499 0 Added Vol: 0 0 0 756 0 39 0 173 25 628 185 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2017 34 280 0 368 390 1453 684 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 2061 35 286 0 376 398 1484 699 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2061 35 286 0 376 398 1484 699 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2061 35 286 0 376 398 1484 699 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.82 0.82 0.80 1.00 0.81 0.81 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.97 0.03 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3066 52 1523 0 1543 1543 3400 3505 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.67 0.67 0.19 0.00 0.24 0.26 0.44 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.44 0.44 0.00 0.17 0.17 0.28 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 1.53 1.53 0.43 0.00 1.45 1.53 1.53 0.44 0.00 Delay/Veh: 0.0 0.0 0.0 274.8 275 21.8 0.0 258 295.8 284.8 17.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 274.8 275 21.8 0.0 258 295.8 284.8 17.3 0.0 LOS by Move: A A A F F C A F F F B A HCM2kAvgQ: 0 0 0 80 80 7 0 30 34 59 7 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-2 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 311 0 2573*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 923*** 1 Critical V/C: 1.731 2 827 1 Avg Crit Del (sec/veh): 360.4 0 402 0 Avg Delay (sec/veh): 297.6 2 1213*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1535 0 188 0 536 269 398 449 0 Added Vol: 0 0 0 1038 0 123 0 387 133 815 378 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2573 0 311 0 923 402 1213 827 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 2599 0 314 0 933 406 1225 836 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2599 0 314 0 933 406 1225 836 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2599 0 314 0 933 406 1225 836 0 ------------|---------------| |---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.90 0.90 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.39 0.61 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2377 1036 3467 3574 0 ------------|---------------||------------- --||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.73 0.00 0.20 0.00 0.39 0.39 0.35 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.42 0.00 0.42 0.00 0.23 0.23 0.20 0.43 0.00 Volume/Cap: 0.00 0.00 0.00 1.73 0.00 0.47 0.00 1.73 1.73 1.73 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 355.0 0.0 17.3 0.0 365 365.1 366.7 14.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 355.0 0.0 17.3 0.0 365 365.1 366.7 14.9 0.0 LOS by Move: A A A F A B A F F F B A HCM2kAvgQ: 0 0 0 100 0 6 0 55 55 50 7 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-3 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 113*** 1 Cycle Time (sec): 110 1 2399*** 0 Loss Time (sec): 12 1 2173 2 Critical V/C: 1.418 2 1856 0 Avg Crit Del (sec/veh): 220.1 0 0 0 Avg Delay (sec/veh): 130.9 0 0 LOS: F Lanes: 0 1 0 0 2 Initial Vol: 166 0 941*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 127 0 396 0 0 0 88 1269 0 0 1081 1656 Added Vol: 39 0 545 0 0 0 25 904 0 0 775 743 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 166 0 941 0 0 0 113 2173 0 0 1856 2399 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 177 0 1000 0 0 0 120 2309 0 0 1973 2549 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 0 1000 0 0 0 120 2309 0 0 1973 2549 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 177 0 1000 0 0 0 120 2309 0 0 1973 2549 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3044 3044 ------------|----- ----------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.36 0.00 0.00 0.00 0.07 0.68 0.00 0.00 0.65 0.84 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.25 0.00 0.00 0.00 0.06 0.64 0.00 0.00 0.58 0.58 Volume/Cap: 0.40 0.00 1.44 0.00 0.00 0.00 1.11 1.05 0.00 0.00 1.12 1.44 Delay/Veh: 35.2 0.0 248.6 0.0 0.0 0.0 170.4 43.7 0.0 0.0 70.4 215.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.2 0.0 248.6 0.0 0.0 0.0 170.4 43.7 0.0 0.0 70.4 215.1 LOS by Move: D A F A A A F D A A E F HCM2kAvgQ: 5 0 42 0 0 0 8 54 0 0 54 100 COMPARE Tue Oct 02 11:00:56 2007 Page 2-4 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 290 1 Cycle Time (sec): 150 1 2337 0 Loss Time (sec): 12 1 3159*** 2 Critical V/C: 1.797 2 1673 0 Avg Crit Del (sec/veh): 447.4 0 0 0 Avg Delay (sec/veh): 362.9 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 334 1 1901*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 211 1 1010 0 0 0 157 1867 0 0 603 1352 Added Vol: 123 0 891 0 0 0 133 1292 0 0 1070 985 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 334 1 1901 0 0 0 290 3159 0 0 1673 2337 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 348 1 1980 0 0 0 302 3290 0 0 1743 2434 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 348 1 1980 0 0 0 302 3290 0 0 1743 2434 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 348 1 1980 0 0 0 302 3290 0 0 1743 2434 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.98 0.98 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.82 0.82 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1852 6 2842 0 0 0 1787 3574 0 0 3126 3126 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.70 0.00 0.00 0.00 0.17 0.92 0.00 0.00 0.56 0.78 Crit Moves: **** **** **** Green/Cycle: 0.36 0.36 0.36 0.00 0.00 0.00 0.10 0.48 0.00 0.00 0.44 0.44 Volume/Cap: 0.52 0.52 1.92 0.00 0.00 0.00 1.76 1.92 0.00 0.00 1.26 1.76 Delay/Veh: 30.7 30.7 456.6 0.0 0.0 0.0 420.5 442 0.0 0.0 149 373.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 30.7 456.6 0.0 0.0 0.0 420.5 442 0.0 0.0 149 373.6 LOS by Move: C C F A A A F F A A F F HCM2kAvgQ: 10 10 107 0 0 0 28 164 0 0 61 119 COMPARE Tue Oct 02 11:00:56 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 300*** 8 182 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 238*** 1 Cycle Time (sec): 150 0 171 0 Loss Time (sec): 16 1 2941 2 Critical V/C: 1.390 2 3952*** 1 Avg Crit Del (sec/veh): 227.2 0 7 0 Avg Delay (sec/veh): 148.0 1 17 LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 21 12*** 18 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|----- ----------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 21 12 18 161 8 227 88 1683 7 17 2533 148 Added Vol: 0 0 0 21 0 73 150 1258 0 0 1419 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 12 18 182 8 300 238 2941 7 17 3952 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 12 18 186 9 307 243 3007 8 17 4041 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 12 18 186 9 307 243 3007 8 17 4041 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 12 18 186 9 307 243 3007 8 17 4041 175 ------------|------- --------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.88 0.12 Final Sat.: 739 406 628 1805 1900 1615 1702 4879 12 1753 4798 208 ------------|-------- -------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.10 0.00 0.19 0.14 0.62 0.62 0.01 0.84 0.84 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.13 0.13 0.13 0.10 0.62 0.62 0.06 0.58 0.58 Volume/Cap: 0.50 0.50 0.50 0.79 0.03 1.45 1.45 1.00 1.00 0.17 1.45 1.45 Delay/Veh: 58.7 58.7 58.7 66.9 45.6 280.7 288.3 27.2 27.2 54.5 222 221.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.7 58.7 58.7 66.9 45.6 280.7 288.3 27.2 27.2 54.5 222 221.8 LOS by Move: E E E E D F F C C D F F HCM2kAvgQ: 3 3 3 9 0 25 20 48 48 1 115 115 115COMPARE Tue Oct 02 11:00:56 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 248 13 454*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 266 1 Cycle Time (sec): 150 0 238 0 Loss Time (sec): 16 1 4697*** 2 Critical V/C: 1.412 2 3625 1 Avg Crit Del (sec/veh): 286.7 0 33 0 Avg Delay (sec/veh): 254.6 1 16*** LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 11 5*** 15 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 5 15 404 13 70 166 2673 33 16 1792 186 Added Vol: 0 0 0 50 0 178 100 2024 0 0 1833 52 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 11 5 15 454 13 248 266 4697 33 16 3625 238 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 11 5 15 466 13 255 274 4828 34 16 3726 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 5 15 466 13 255 274 4828 34 16 3726 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 5 15 466 13 255 274 4828 34 16 3726 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.98 0.02 1.00 2.82 0.18 Final Sat.: 602 301 843 1805 1900 1615 1805 5146 36 1787 4776 313 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.26 0.01 0.16 0.15 0.94 0.94 0.01 0.78 0.78 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.11 0.59 0.59 0.06 0.54 0.54 Volume/Cap: 0.31 0.31 0.31 1.60 0.04 0.97 1.44 1.60 1.60 0.16 1.44 1.44 Delay/Veh: 55.9 55.9 55.9 333.8 42.5 98.3 279.7 284 284.4 54.4 220 220.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.9 55.9 55.9 333.8 42.5 98.3 279.7 284 284.4 54.4 220 220.1 LOS by Move: E E E F D F F F F D F F HCM2kAvgQ: 1 1 1 40 0 14 22 145 145 1 107 107 COMPARE Tue Oct 02 11:00:56 2007 Page 2-7 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1787 3 Critical V/C: 1.212 3 2327*** 0 Avg Crit Del (sec/veh): 185.8 0 1378 1 Avg Delay (sec/veh): 135.0 2 317 LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1684*** 0 424 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1131 0 176 0 0 0 0 976 894 184 1400 0 Added Vol: 553 0 248 0 0 0 0 811 484 133 927 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1684 0 424 0 0 0 0 1787 1378 317 2327 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1811 0 456 0 0 0 0 1922 1481 341 2502 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1811 0 456 0 0 0 0 1922 1481 341 2502 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1811 0 456 0 0 0 0 1922 1481 341 2502 0 ------------|--------- ------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||----- ----------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.54 0.00 0.29 0.00 0.00 0.00 0.00 0.39 0.95 0.10 0.49 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.00 0.49 0.00 0.00 0.00 0.00 0.36 0.76 0.09 0.36 0.00 Volume/Cap: 1.35 0.00 0.60 0.00 0.00 0.00 0.00 1.06 1.25 1.14 1.35 0.00 Delay/Veh: 186.9 0.0 16.4 0.0 0.0 0.0 0.0 61.3 119.6 131.9 185 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 186.9 0.0 16.4 0.0 0.0 0.0 0.0 61.3 119.6 131.9 185 0.0 LOS by Move: F A B A A A A E F F F A HCM2kAvgQ: 54 0 9 0 0 0 0 28 74 10 54 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-8 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 2828 3 Critical V/C: 1.920 3 1963 0 Avg Crit Del (sec/veh): 441.3 0 2445*** 1 Avg Delay (sec/veh): 242.5 2 617*** LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1992*** 0 689 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1101 0 446 0 0 0 0 1750 1412 284 953 0 Added Vol: 891 0 243 0 0 0 0 1078 1033 333 1010 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1992 0 689 0 0 0 0 2828 2445 617 1963 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 2035 0 704 0 0 0 0 2889 2497 630 2005 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2035 0 704 0 0 0 0 2889 2497 630 2005 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2035 0 704 0 0 0 0 2889 2497 630 2005 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.58 0.00 0.44 0.00 0.00 0.00 0.00 0.56 1.55 0.18 0.39 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.40 0.00 0.00 0.00 0.00 0.50 0.81 0.09 0.52 0.00 Volume/Cap: 1.92 0.00 1.10 0.00 0.00 0.00 0.00 1.11 1.92 1.92 0.75 0.00 Delay/Veh: 459.4 0.0 101.2 0.0 0.0 0.0 0.0 77.6 417.0 479.5 17.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 459.4 0.0 101.2 0.0 0.0 0.0 0.0 77.6 417.0 479.5 17.9 0.0 LOS by Move: F A F A A A A E F F B A HCM2kAvgQ: 100 0 38 0 0 0 0 55 235 32 18 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-9 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1597*** 1 Critical V/C: 1.186 2 1764 1 Avg Crit Del (sec/veh): 113.5 0 253 0 Avg Delay (sec/veh): 79.6 1 277*** LOS: E Lanes: 1 0 0 0 1 Initial Vol: 370*** 0 147 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 131 0 93 0 0 0 0 1060 173 253 1202 0 Added Vol: 239 0 54 0 0 0 0 537 80 24 562 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 370 0 147 0 0 0 0 1597 253 277 1764 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 405 0 161 0 0 0 0 1747 277 303 1930 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 405 0 161 0 0 0 0 1747 277 303 1930 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 405 0 161 0 0 0 0 1747 277 303 1930 0 ------------|---------------| |---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.73 0.27 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2990 473 1769 3538 0 ------------|---------------||----------- ----||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.10 0.00 0.00 0.00 0.00 0.58 0.58 0.17 0.55 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.49 0.49 0.14 0.54 0.00 Volume/Cap: 1.19 0.00 0.53 0.00 0.00 0.00 0.00 1.19 1.19 1.19 1.02 0.00 Delay/Veh: 137.7 0.0 27.2 0.0 0.0 0.0 0.0 104 103.8 146.0 35.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 137.7 0.0 27.2 0.0 0.0 0.0 0.0 104 103.8 146.0 35.9 0.0 LOS by Move: F A C A A A A F F F D A HCM2kAvgQ: 20 0 4 0 0 0 0 47 47 16 32 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-10 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EAC PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 2579*** 1 Critical V/C: 1.423 2 2218 1 Avg Crit Del (sec/veh): 219.1 0 374 0 Avg Delay (sec/veh): 157.8 1 137*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 506*** 0 408 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 347 0 354 0 0 0 0 1483 104 70 1242 0 Added Vol: 159 0 54 0 0 0 0 1096 270 67 976 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 506 0 408 0 0 0 0 2579 374 137 2218 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 532 0 430 0 0 0 0 2715 394 144 2335 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 532 0 430 0 0 0 0 2715 394 144 2335 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 532 0 430 0 0 0 0 2715 394 144 2335 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3093 448 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.27 0.00 0.00 0.00 0.00 0.88 0.88 0.08 0.65 0.00 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.00 0.61 0.61 0.07 0.61 0.00 Volume/Cap: 1.45 0.00 1.31 0.00 0.00 0.00 0.00 1.45 1.45 1.14 1.07 0.00 Delay/Veh: 256.0 0.0 197.7 0.0 0.0 0.0 0.0 215 215.1 169.5 51.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 256.0 0.0 197.7 0.0 0.0 0.0 0.0 215 215.1 169.5 51.0 0.0 LOS by Move: F A F A A A A F F F D A HCM2kAvgQ: 38 0 28 0 0 0 0 112 112 10 52 0 COMPARE Tue Oct 02 11:00:56 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 515 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 489 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 196 0 0 411 6 7 0 2 0 0 0 Added Vol: 0 293 0 0 104 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 489 0 0 515 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 575 0 0 606 7 9 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 575 0 0 606 7 9 0 2 0 0 0 ------------|---------------||------- --------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1185 1185 610 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 211 190 498 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 211 190 498 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.01 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 242 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20.6 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 20.6 xxxxxx ApproachLOS: * * C * COMPARE Tue Oct 02 11:00:56 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 499 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: D Lanes: 0 1 0 0 0 Initial Vol: 0 915 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 702 0 0 162 10 3 0 0 0 0 0 Added Vol: 0 213 0 0 337 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 915 0 0 499 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 925 0 0 505 10 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 925 0 0 505 10 3 0 0 0 0 0 ------------|---------------||----- ----------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1434 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 149 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 149 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 29.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * D * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 29.7 xxxxxx ApproachLOS: * * D * COMPARE Tue Oct 02 11:00:56 2007 Page 2-13 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 492 15 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 67 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 3.4 0 0 0 Avg Delay (sec/veh): 3.4 0 65 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 427 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 134 3 15 388 0 0 0 0 65 0 67 Added Vol: 0 293 0 0 104 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 427 3 15 492 0 0 0 0 65 0 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 512 4 18 591 0 0 0 0 78 0 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 512 4 18 591 0 0 0 0 78 0 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 516 xxxx xxxxx xxxx xxxx xxxxx 1140 1140 514 Potent Cap.: xxxx xxxx xxxxx 1060 xxxx xxxxx xxxx xxxx xxxxx 224 203 564 Move Cap.: xxxx xxxx xxxxx 1060 xxxx xxxxx xxxx xxxx xxxxx 221 199 564 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.35 0.00 0.14 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 320 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.6 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 26.7 xxxxx Shared LOS: * * * A * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 26.7 ApproachLOS: * * * D COMPARE Tue Oct 02 11:00:56 2007 Page 2-14 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 461 36 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 48 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.2 0 0 0 Avg Delay (sec/veh): 1.2 0 14 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 867 31 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 654 31 36 124 0 0 0 0 14 0 48 Added Vol: 0 213 0 0 337 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 867 31 36 461 0 0 0 0 14 0 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 888 31 37 472 0 0 0 0 14 0 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 888 31 37 472 0 0 0 0 14 0 49 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 920 xxxx xxxxx xxxx xxxx xxxxx 1450 1450 904 Potent Cap.: xxxx xxxx xxxxx 750 xxxx xxxxx xxxx xxxx xxxxx 146 132 338 Move Cap.: xxxx xxxx xxxxx 750 xxxx xxxxx xxxx xxxx xxxxx 140 125 338 Volume/Cap: xxxx xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.10 0.00 0.14 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 257 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.9 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 10.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 23.5 xxxxx Shared LOS: * * * B * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 23.5 ApproachLOS: * * * C COMPARE Tue Oct 02 11:00:56 2007 Page 2-15 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAC AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 324*** 139 2 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 95*** 0 Cycle Time (sec): 100 0 2*** 0 Loss Time (sec): 0 0 46 1! Critical V/C: 0.698 1! 48 0 Avg Crit Del (sec/veh): 14.2 0 103 0 Avg Delay (sec/veh): 14.2 0 3 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 33*** 46 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 33 46 1 2 139 295 65 46 103 3 48 2 Added Vol: 0 0 0 0 0 29 30 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 33 46 1 2 139 324 95 46 103 3 48 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 38 53 1 2 161 374 109 53 119 4 55 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 38 53 1 2 161 374 109 53 119 4 55 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 38 53 1 2 161 374 109 53 119 4 55 2 ------------|---------------||------ ---------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.41 0.58 0.01 0.01 0.30 0.69 0.39 0.19 0.42 0.06 0.90 0.04 Final Sat.: 244 338 8 4 230 536 246 118 267 33 492 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.70 0.70 0.70 0.44 0.44 0.44 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 9.6 9.6 9.6 16.7 16.7 16.7 12.0 12.0 12.0 9.4 9.4 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.6 9.6 9.6 16.7 16.7 16.7 12.0 12.0 12.0 9.4 9.4 9.4 LOS by Move: A A A C C C B B B A A A ApproachDel: 9.6 16.7 12.0 9.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.6 16.7 12.0 9.4 LOS by Appr: A C B A AllWayAvgQ: 0.2 0.2 0.2 2.0 2.0 2.0 0.7 0.7 0.7 0.1 0.1 0.1 COMPARE Tue Oct 02 11:00:56 2007 Page 2-16 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EAC PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 129 29*** 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 462 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.903 1! 40*** 0 Avg Crit Del (sec/veh): 25.9 0 46*** 0 Avg Delay (sec/veh): 25.9 0 6 LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 74 206*** 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 74 206 2 1 29 85 411 50 46 6 40 6 Added Vol: 0 0 0 0 0 44 51 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 74 206 2 1 29 129 462 50 46 6 40 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 78 217 2 1 30 136 488 53 48 7 43 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 217 2 1 30 136 488 53 48 7 43 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 217 2 1 30 136 488 53 48 7 43 7 ------------|---------------||------------ ---||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.26 0.73 0.01 0.01 0.18 0.81 0.83 0.09 0.08 0.12 0.76 0.12 Final Sat.: 149 414 4 4 106 475 540 58 53 63 400 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.52 0.52 0.52 0.29 0.29 0.29 0.90 0.90 0.90 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 15.0 15.0 15.0 10.9 10.9 10.9 37.3 37.3 37.3 9.9 9.9 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.0 15.0 15.0 10.9 10.9 10.9 37.3 37.3 37.3 9.9 9.9 9.9 LOS by Move: C C C B B B E E E A A A ApproachDel: 15.0 10.9 37.3 9.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.0 10.9 37.3 9.9 LOS by Appr: C B E A AllWayAvgQ: 0.9 0.9 0.9 0.3 0.3 0.3 5.2 5.2 5.2 0.1 0.1 0.1 COMPARE Tue Oct 02 11:00:56 2007 Page 2-17 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 10 0 Cycle Time (sec): 100 0 74 1 Loss Time (sec): 0 1 165 0 Critical V/C: 0.000 0 306 0 Avg Crit Del (sec/veh): 1.8 0 0 0 Avg Delay (sec/veh): 1.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 1 7 95 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 7 65 0 0 0 10 165 0 0 277 74 Added Vol: 0 0 30 0 0 0 0 0 0 0 29 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 7 95 0 0 0 10 165 0 0 306 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 1 8 108 0 0 0 11 189 0 0 349 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 1 8 108 0 0 0 11 189 0 0 349 85 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 602 644 189 xxxx xxxx xxxxx 434 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 461 390 851 xxxx xxxx xxxxx 1126 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 458 386 851 xxxx xxxx xxxxx 1126 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.02 0.13 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 777 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.5 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10.5 xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 10.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:00:56 2007 Page 2-18 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 14 0 Cycle Time (sec): 100 0 127 1 Loss Time (sec): 0 1 111 0 Critical V/C: 0.000 0 146 0 Avg Crit Del (sec/veh): 6.8 0 0 0 Avg Delay (sec/veh): 6.8 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 2 5 436 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 2 5 385 0 0 0 14 111 0 0 102 127 Added Vol: 0 0 51 0 0 0 0 0 0 0 44 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 5 436 0 0 0 14 111 0 0 146 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 2 5 448 0 0 0 14 115 0 0 150 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 2 5 448 0 0 0 14 115 0 0 150 131 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 358 424 115 xxxx xxxx xxxxx 281 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 640 522 938 xxxx xxxx xxxxx 1282 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 635 516 938 xxxx xxxx xxxxx 1282 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.00 0.01 0.48 xxxx xxxx xxxx 0.01 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 927 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 2.8 xxxxx xxxxx xxxx xxxxx 0.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 12.6 xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 12.6 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:00:56 2007 Page 2-19 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 3 60 164 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 3 0 Critical V/C: 0.000 0 1 1 Avg Crit Del (sec/veh): 27.3 1 0 0 Avg Delay (sec/veh): 27.3 0 334 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 0 0 0 0 29 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 3 0 3 0 334 1 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 4 0 4 0 417 1 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 205 75 4 0 4 0 417 1 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 839 839 1 xxxx xxxx xxxxx 4 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 332 299 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 246 199 1074 xxxx xxxx xxxxx 1624 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.83 0.38 0.00 xxxx xxxx xxxx 0.26 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 6.6 xxxx xxxxx xxxx xxxx xxxxx 1.0 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 65.1 xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 207 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 1.7 xxxxx xxxx xxxxx 1.0 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 32.7 xxxxx xxxx xxxxx 8.0 xxxx xxxxx Shared LOS: * * * * * D * * * A * * ApproachDel: xxxxxx 56.1 xxxxxx xxxxxx ApproachLOS: * F * * COMPARE Tue Oct 02 11:00:56 2007 Page 2-20 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient Growth plus Cumulative Projects Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EAC PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 65 111 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 4 0 Critical V/C: 0.000 0 3 1 Avg Crit Del (sec/veh): 10.1 1 0 0 Avg Delay (sec/veh): 10.1 0 142 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 0 0 0 0 44 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 0 0 4 0 142 3 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 0 0 5 0 156 4 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 123 71 0 0 5 0 156 4 0 ------------|---------------||---------------||---------------||- --------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxx xxxxx 320 320 4 xxxx xxxx xxxxx 5 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 655 582 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 603 521 1054 xxxx xxxx xxxxx 1623 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.20 0.14 0.00 xxxx xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.8 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 12.5 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 521 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.5 xxxxx xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 13.0 xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 12.7 xxxxxx xxxxxx ApproachLOS: * B * * 3.1 EACP Existing Plus Ambient Growth Plus Cumulative Projects Plus Project Level of Service Worksheets COMPARE Tue Oct 02 11:01:45 2007 Page 2-1 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 280 34 2017*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 110 0 0 0 Loss Time (sec): 12 0 368 1 Critical V/C: 1.535 2 687 1 Avg Crit Del (sec/veh): 282.5 0 391*** 0 Avg Delay (sec/veh): 231.0 2 1455*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 1190 32 227 0 184 344 778 471 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1261 34 241 0 195 365 825 499 0 Added Vol: 0 0 0 756 0 39 0 173 26 630 188 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2017 34 280 0 368 391 1455 687 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 0 0 2061 35 286 0 376 399 1486 702 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2061 35 286 0 376 399 1486 702 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2061 35 286 0 376 399 1486 702 0 ------------|---------- -----||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.82 0.82 0.80 1.00 0.81 0.81 0.89 0.92 1.00 Lanes: 0.00 0.00 0.00 1.97 0.03 1.00 0.00 1.00 1.00 2.00 2.00 0.00 Final Sat.: 0 0 0 3066 52 1523 0 1543 1543 3400 3505 0 ------------|---------------||------- --------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.67 0.67 0.19 0.00 0.24 0.26 0.44 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.44 0.44 0.44 0.00 0.17 0.17 0.28 0.45 0.00 Volume/Cap: 0.00 0.00 0.00 1.54 1.54 0.43 0.00 1.45 1.53 1.53 0.44 0.00 Delay/Veh: 0.0 0.0 0.0 275.5 275 21.8 0.0 257 296.3 285.2 17.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 275.5 275 21.8 0.0 257 296.3 285.2 17.3 0.0 LOS by Move: A A A F F C A F F F B A HCM2kAvgQ: 0 0 0 80 80 7 0 30 34 59 7 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-2 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #1: I-15 SB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 311 0 2574*** Lanes: 1 0 0 1 1 Signal=Permit Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 924*** 1 Critical V/C: 1.734 2 828 1 Avg Crit Del (sec/veh): 362.1 0 404 0 Avg Delay (sec/veh): 299.0 2 1218*** LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Split/Rights=Include Street Name: I-15 Southbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 0 0 0 1448 0 177 0 506 254 375 424 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 1535 0 188 0 536 269 398 449 0 Added Vol: 0 0 0 1039 0 123 0 388 135 820 379 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 2574 0 311 0 924 404 1218 828 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 0 0 2600 0 314 0 934 408 1230 837 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2600 0 314 0 934 408 1230 837 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2600 0 314 0 934 408 1230 837 0 ------------|---------------| |---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.94 1.00 0.84 1.00 0.90 0.90 0.91 0.94 1.00 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 0.00 1.39 0.61 2.00 2.00 0.00 Final Sat.: 0 0 0 3581 0 1599 0 2372 1037 3467 3574 0 ------------|---------------||------------- --||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.73 0.00 0.20 0.00 0.39 0.39 0.35 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.42 0.00 0.42 0.00 0.23 0.23 0.20 0.43 0.00 Volume/Cap: 0.00 0.00 0.00 1.73 0.00 0.47 0.00 1.73 1.73 1.73 0.54 0.00 Delay/Veh: 0.0 0.0 0.0 356.6 0.0 17.3 0.0 367 367.0 368.3 14.9 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 356.6 0.0 17.3 0.0 367 367.0 368.3 14.9 0.0 LOS by Move: A A A F A B A F F F B A HCM2kAvgQ: 0 0 0 100 0 6 0 55 55 50 7 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-3 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Permit Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 113*** 1 Cycle Time (sec): 110 1 2400*** 0 Loss Time (sec): 12 1 2173 2 Critical V/C: 1.421 2 1858 0 Avg Crit Del (sec/veh): 221.3 0 0 0 Avg Delay (sec/veh): 131.9 0 0 LOS: F Lanes: 0 1 0 0 2 Initial Vol: 168 0 946*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 120 0 374 0 0 0 83 1197 0 0 1020 1562 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 127 0 396 0 0 0 88 1269 0 0 1081 1656 Added Vol: 41 0 550 0 0 0 25 904 0 0 777 744 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 168 0 946 0 0 0 113 2173 0 0 1858 2400 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 PHF Volume: 179 0 1006 0 0 0 120 2309 0 0 1975 2550 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 0 1006 0 0 0 120 2309 0 0 1975 2550 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 179 0 1006 0 0 0 120 2309 0 0 1975 2550 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.74 1.00 1.00 1.00 0.90 0.90 1.00 1.00 0.80 0.80 Lanes: 1.00 0.00 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1791 0 2814 0 0 0 1702 3404 0 0 3044 3044 ------------|----- ----------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.36 0.00 0.00 0.00 0.07 0.68 0.00 0.00 0.65 0.84 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.25 0.00 0.00 0.00 0.06 0.64 0.00 0.00 0.58 0.58 Volume/Cap: 0.40 0.00 1.44 0.00 0.00 0.00 1.11 1.05 0.00 0.00 1.12 1.44 Delay/Veh: 35.2 0.0 249.6 0.0 0.0 0.0 170.4 44.3 0.0 0.0 71.7 216.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.2 0.0 249.6 0.0 0.0 0.0 170.4 44.3 0.0 0.0 71.7 216.3 LOS by Move: D A F A A A F D A A E F HCM2kAvgQ: 5 0 42 0 0 0 8 54 0 0 54 100 COMPARE Tue Oct 02 11:01:45 2007 Page 2-4 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #2: I-15 NB Ramps /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 290 1 Cycle Time (sec): 150 1 2338 0 Loss Time (sec): 12 1 3161*** 2 Critical V/C: 1.799 2 1678 0 Avg Crit Del (sec/veh): 448.3 0 0 0 Avg Delay (sec/veh): 363.8 0 0*** LOS: F Lanes: 0 1 0 0 2 Initial Vol: 335 1 1904*** Signal=Split/Rights=Include Street Name: I-15 Northbound Ramps Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 199 1 953 0 0 0 148 1761 0 0 569 1275 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 211 1 1010 0 0 0 157 1867 0 0 603 1352 Added Vol: 124 0 894 0 0 0 133 1294 0 0 1075 986 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 335 1 1904 0 0 0 290 3161 0 0 1678 2338 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 PHF Volume: 349 1 1984 0 0 0 302 3292 0 0 1748 2435 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 349 1 1984 0 0 0 302 3292 0 0 1748 2435 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 349 1 1984 0 0 0 302 3292 0 0 1748 2435 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.98 0.98 0.75 1.00 1.00 1.00 0.94 0.94 1.00 1.00 0.82 0.82 Lanes: 0.99 0.01 2.00 0.00 0.00 0.00 1.00 2.00 0.00 0.00 2.00 2.00 Final Sat.: 1852 6 2842 0 0 0 1787 3574 0 0 3126 3126 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.19 0.19 0.70 0.00 0.00 0.00 0.17 0.92 0.00 0.00 0.56 0.78 Crit Moves: **** **** **** Green/Cycle: 0.36 0.36 0.36 0.00 0.00 0.00 0.10 0.48 0.00 0.00 0.44 0.44 Volume/Cap: 0.52 0.52 1.92 0.00 0.00 0.00 1.76 1.92 0.00 0.00 1.27 1.76 Delay/Veh: 30.7 30.7 457.5 0.0 0.0 0.0 421.1 443 0.0 0.0 151 374.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.7 30.7 457.5 0.0 0.0 0.0 421.1 443 0.0 0.0 151 374.2 LOS by Move: C C F A A A F F A A F F HCM2kAvgQ: 10 10 107 0 0 0 28 164 0 0 61 119 COMPARE Tue Oct 02 11:01:45 2007 Page 2-5 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 300*** 8 182 Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 238*** 1 Cycle Time (sec): 150 0 171 0 Loss Time (sec): 16 1 2946 2 Critical V/C: 1.390 2 3955*** 1 Avg Crit Del (sec/veh): 227.5 0 7 0 Avg Delay (sec/veh): 148.2 1 17 LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 21 12*** 18 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|----- ----------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:30-8:30 AM Base Vol: 20 11 17 152 8 214 83 1588 7 16 2390 140 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 21 12 18 161 8 227 88 1683 7 17 2533 148 Added Vol: 0 0 0 21 0 73 150 1263 0 0 1422 23 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 12 18 182 8 300 238 2946 7 17 3955 171 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 22 12 18 186 9 307 243 3013 8 17 4044 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 22 12 18 186 9 307 243 3013 8 17 4044 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 22 12 18 186 9 307 243 3013 8 17 4044 4044 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.93 0.93 0.93 0.95 1.00 0.85 0.90 0.86 0.86 0.92 0.88 0.88 Lanes: 0.42 0.23 0.35 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.88 0.12 Final Sat.: 739 406 628 1805 1900 1615 1702 4879 12 1753 4798 208 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.03 0.10 0.00 0.19 0.14 0.62 0.62 0.01 0.84 0.84 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.13 0.13 0.13 0.10 0.62 0.62 0.06 0.58 0.58 Volume/Cap: 0.50 0.50 0.50 0.79 0.03 1.45 1.45 1.00 1.00 0.17 1.45 1.45 Delay/Veh: 58.7 58.7 58.7 66.9 45.6 281.1 288.6 27.6 27.6 54.5 222 222.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.7 58.7 58.7 66.9 45.6 281.1 288.6 27.6 27.6 54.5 222 222.1 LOS by Move: E E E E D F F C C D F F HCM2kAvgQ: 3 3 3 9 0 25 25 20 48 48 1 115 115 COMPARE Tue Oct 02 11:01:45 2007 Page 2-6 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #3: La Paz Rd /Highway 79Signal=Split/Rights=Include Initial Vol: 248 13 454*** Lanes: 1 0 1 0 1 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 266 1 Cycle Time (sec): 150 0 238 0 Loss Time (sec): 16 1 4702*** 2 Critical V/C: 1.413 2 3632 1 Avg Crit Del (sec/veh): 287.3 0 33 0 Avg Delay (sec/veh): 255.2 1 16*** LOS: F Lanes: 0 0 1! 0 0 Initial Vol: 11 5*** 15 Signal=Split/Rights=Include Street Name: La Paz Road Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 10 5 14 381 12 66 157 2522 31 15 1691 175 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 11 5 15 404 13 70 166 2673 33 16 1792 186 Added Vol: 0 0 0 50 0 178 100 2029 0 0 1840 52 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 11 5 15 454 13 248 266 4702 33 16 3632 238 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 11 5 15 466 13 255 274 4833 34 16 3733 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 11 5 15 466 13 255 274 4833 34 16 3733 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 11 5 15 466 13 255 274 4833 34 34 16 3733 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.95 1.00 0.85 0.95 0.91 0.91 0.94 0.89 0.89 Lanes: 0.34 0.17 0.49 1.00 1.00 1.00 1.00 2.98 0.02 1.00 2.82 0.18 Final Sat.: 602 301 843 1805 1900 1615 1805 5146 36 1787 4777 312 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.26 0.01 0.16 0.15 0.94 0.94 0.01 0.78 0.78 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.06 0.06 0.16 0.16 0.16 0.11 0.59 0.59 0.06 0.54 0.54 Volume/Cap: 0.31 0.31 0.31 1.60 0.04 0.98 1.44 1.60 1.60 0.16 1.44 1.44 Delay/Veh: 55.9 55.9 55.9 334.4 42.5 98.6 280.5 285 285.0 54.4 221 220.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.9 55.9 55.9 334.4 42.5 98.6 280.5 285 285.0 54.4 221 220.9 LOS by Move: E E E F D F F F F D F F HCM2kAvgQ: 1 1 1 40 0 14 22 145 145 1 108 108 COMPARE Tue Oct 02 11:01:45 2007 Page 2-7 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0*** 1 Cycle Time (sec): 80 0 0 0 Loss Time (sec): 12 0 1791 3 Critical V/C: 1.213 3 2328*** 0 Avg Crit Del (sec/veh): 186.3 0 1379 1 Avg Delay (sec/veh): 135.5 2 318 LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1686*** 0 425 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:45-8:45 AM Base Vol: 1067 0 166 0 0 0 0 921 843 174 1321 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1131 0 176 0 0 0 0 976 894 184 1400 0 Added Vol: 555 0 249 0 0 0 0 815 485 134 928 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1686 0 425 0 0 0 0 1791 1379 318 2328 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 1813 0 457 0 0 0 0 1926 1482 342 2504 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1813 0 457 0 0 0 0 1926 1482 342 2504 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 1813 0 457 0 0 0 0 1926 1482 342 2504 0 ------------|--------- ------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.89 1.00 0.82 1.00 1.00 1.00 1.00 0.88 0.82 0.90 0.89 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3369 0 1554 0 0 0 1900 4990 1554 3432 5083 0 ------------|---------------||----- ----------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.54 0.00 0.29 0.00 0.00 0.00 0.00 0.39 0.95 0.10 0.49 0.00 Crit Moves: **** **** **** Green/Cycle: 0.40 0.00 0.49 0.00 0.00 0.00 0.00 0.36 0.76 0.09 0.36 0.00 Volume/Cap: 1.35 0.00 0.61 0.00 0.00 0.00 0.00 1.06 1.25 1.14 1.35 0.00 Delay/Veh: 187.3 0.0 16.4 0.0 0.0 0.0 0.0 62.4 120.1 132.3 186 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 187.3 0.0 16.4 0.0 0.0 0.0 0.0 62.4 120.1 132.3 186 0.0 LOS by Move: F A B A A A A E F F F A HCM2kAvgQ: 55 0 9 0 0 0 0 28 75 10 54 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-8 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #4: Pechenga Pkwy /Highway 79 Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Overlap Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 140 0 0 0 Loss Time (sec): 12 0 2831 3 Critical V/C: 1.923 3 1967 0 Avg Crit Del (sec/veh): 442.4 0 2448*** 1 Avg Delay (sec/veh): 243.2 2 618*** LOS: F Lanes: 2 0 0 0 1 Initial Vol: 1995*** 0 690 Signal=Split/Rights=Overlap Street Name: Pechenga Parkway Highway 79 Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 5:00-6:00 PM Base Vol: 1039 0 421 0 0 0 0 1651 1332 268 899 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1101 0 446 0 0 0 0 1750 1412 284 953 0 Added Vol: 894 0 244 0 0 0 0 1081 1036 334 1014 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1995 0 690 0 0 0 0 2831 2448 618 1967 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 2038 0 705 0 0 0 0 2892 2500 631 2009 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2038 0 705 0 0 0 0 2892 2500 631 2009 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 2038 0 705 0 0 0 0 2892 2500 631 2009 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.85 0.91 0.90 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 1.00 3.00 1.00 2.00 3.00 0.00 Final Sat.: 3502 0 1615 0 0 0 1900 5187 1615 3467 5135 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.58 0.00 0.44 0.00 0.00 0.00 0.00 0.56 1.55 0.18 0.39 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.00 0.40 0.00 0.00 0.00 0.00 0.50 0.81 0.09 0.52 0.00 Volume/Cap: 1.92 0.00 1.10 0.00 0.00 0.00 0.00 1.11 1.92 1.92 0.75 0.00 Delay/Veh: 460.5 0.0 101.6 0.0 0.0 0.0 0.0 78.2 418.0 480.6 18.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 460.5 0.0 101.6 0.0 0.0 0.0 0.0 78.2 418.0 480.6 18.0 0.0 LOS by Move: F A F A A A A E F F B A HCM2kAvgQ: 100 0 38 0 0 0 0 55 235 32 19 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-9 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 AM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 70 0 0 0 Loss Time (sec): 12 0 1598*** 1 Critical V/C: 1.190 2 1764 1 Avg Crit Del (sec/veh): 115.1 0 254 0 Avg Delay (sec/veh): 80.7 1 278*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 373*** 0 148 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 124 0 88 0 0 0 0 1000 163 239 1134 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 131 0 93 0 0 0 0 1060 173 253 1202 0 Added Vol: 242 0 55 0 0 0 0 538 81 25 562 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 373 0 148 0 0 0 0 1598 254 278 1764 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 409 0 162 0 0 0 0 1748 278 305 1930 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 409 0 162 0 0 0 0 1748 278 305 1930 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 409 0 162 0 0 0 0 1748 278 305 1930 0 ------------|---------------| |---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.84 1.00 1.00 1.00 1.00 0.91 0.91 0.93 0.93 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.73 0.27 1.00 2.00 0.00 Final Sat.: 1787 0 1599 0 0 0 1900 2989 475 1769 3538 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.10 0.00 0.00 0.00 0.00 0.58 0.58 0.17 0.55 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.00 0.19 0.00 0.00 0.00 0.00 0.49 0.49 0.14 0.54 0.00 Volume/Cap: 1.19 0.00 0.53 0.00 0.00 0.00 0.00 1.19 1.19 1.19 1.02 0.00 Delay/Veh: 139.0 0.0 27.1 0.0 0.0 0.0 0.0 105 105.4 147.4 36.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 139.0 0.0 27.1 0.0 0.0 0.0 0.0 105 105.4 147.4 36.5 0.0 LOS by Move: F A C A A A A F F F D A HCM2kAvgQ: 20 0 4 0 0 0 0 47 47 16 32 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-10 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Operations (Future Volume Alternative) EACP1 PM Intersection #5: Rainbow Canyon Rd /Pechanga Pkwy Signal=Split/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Protect Signal=Protect Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 1 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 12 0 2579*** 1 Critical V/C: 1.426 2 2219 1 Avg Crit Del (sec/veh): 220.3 0 377 0 Avg Delay (sec/veh): 158.7 1 138*** LOS: F Lanes: 1 0 0 0 1 Initial Vol: 508*** 0 409 Signal=Split/Rights=Include Street Name: Rainbow Canyon Road Pechanga Parkway Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 327 0 334 0 0 0 0 1399 98 66 1172 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 347 0 354 0 0 0 0 1483 104 70 1242 0 Added Vol: 161 0 55 0 0 0 0 1096 273 68 977 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 508 0 409 0 0 0 0 2579 377 138 2219 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 534 0 431 0 0 0 0 2715 397 145 2336 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 534 0 431 0 0 0 0 2715 397 145 2336 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 534 0 431 0 0 0 0 2715 397 145 2336 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.74 0.26 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 0 0 1900 3090 452 1805 3610 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.00 0.27 0.00 0.00 0.00 0.00 0.88 0.88 0.08 0.65 0.00 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.20 0.00 0.00 0.00 0.00 0.61 0.61 0.07 0.61 0.00 Volume/Cap: 1.45 0.00 1.31 0.00 0.00 0.00 0.00 1.45 1.45 1.15 1.07 0.00 Delay/Veh: 257.0 0.0 197.8 0.0 0.0 0.0 0.0 216 216.3 172.3 51.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 257.0 0.0 197.8 0.0 0.0 0.0 0.0 216 216.3 172.3 51.5 0.0 LOS by Move: F A F A A A A F F F D A HCM2kAvgQ: 38 0 28 0 0 0 0 112 112 10 52 0 COMPARE Tue Oct 02 11:01:45 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 6 517 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 7 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.2 0 2 0 Avg Delay (sec/veh): 0.2 0 0 LOS: C Lanes: 0 1 0 0 0 Initial Vol: 0 493 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 185 0 0 388 6 7 0 2 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 196 0 0 411 6 7 0 2 0 0 0 Added Vol: 0 297 0 0 106 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 493 0 0 517 6 7 0 2 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 0 580 0 0 609 7 9 0 2 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 580 0 0 609 7 9 0 2 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxx xxxxx 1192 1192 612 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 209 189 497 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 209 189 497 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.04 0.00 0.01 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 239 xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.1 xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 20.8 xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * C * * * * ApproachDel: xxxxxx xxxxxx 20.8 xxxxxx ApproachLOS: * * C * COMPARE Tue Oct 02 11:01:45 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #6: Rainbow Canyon Rd /Birdie Ct Signal=Uncontrol/Rights=Include Initial Vol: 10 504 0 Lanes: 0 1 0 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 3 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 0 1! Critical V/C: 0.000 0 0 0 Avg Crit Del (sec/veh): 0.1 0 0 0 Avg Delay (sec/veh): 0.1 0 0 LOS: D Lanes: 0 1 0 0 0 Initial Vol: 0 918 0 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Birdie Court Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 662 0 0 153 9 3 0 0 0 0 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 702 0 0 162 10 3 0 0 0 0 0 Added Vol: 0 216 0 0 342 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 918 0 0 504 10 3 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 PHF Volume: 0 928 0 0 510 10 3 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 928 0 0 510 10 3 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1443 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 147 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 147 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 30.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * D * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 30.0 xxxxxx ApproachLOS: * * D * COMPARE Tue Oct 02 11:01:45 2007 Page 2-13 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 494 15 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 67 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 3.4 0 0 0 Avg Delay (sec/veh): 3.4 0 65 LOS: D Lanes: 0 0 0 1 0 Initial Vol: 0 431 3 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 7:00-8:00 AM Base Vol: 0 126 3 14 366 0 0 0 0 61 0 63 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 134 3 15 388 0 0 0 0 65 0 67 Added Vol: 0 297 0 0 106 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 431 3 15 494 0 0 0 0 65 0 67 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Volume: 0 517 4 18 593 0 0 0 0 78 0 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 517 4 18 593 0 0 0 0 78 0 80 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxx xxxxx 521 xxxx xxxxx xxxx xxxx xxxxx 1147 1147 519 Potent Cap.: xxxx xxxx xxxxx 1056 xxxx xxxxx xxxx xxxx xxxxx 222 201 561 Move Cap.: xxxx xxxx xxxxx 1056 xxxx xxxxx xxxx xxxx xxxxx 219 197 561 Volume/Cap: xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx 0.35 0.00 0.14 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 317 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 2.6 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 27.1 xxxxx Shared LOS: * * * A * * * * * * D * ApproachDel: xxxxxx xxxxxx xxxxxx 27.1 ApproachLOS: * * * D COMPARE Tue Oct 02 11:01:45 2007 Page 2-14 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #7: Rainbow Canyon Rd /Bayhill Dr Signal=Uncontrol/Rights=Include Initial Vol: 0 466 36 Lanes: 0 0 0 1 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/18/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 48 0 Loss Time (sec): 0 0 0 0 Critical V/C: 0.000 1! 0 0 Avg Crit Del (sec/veh): 1.2 0 0 0 Avg Delay (sec/veh): 1.2 0 14 LOS: C Lanes: 0 0 0 1 0 Initial Vol: 0 870 31 Signal=Uncontrol/Rights=Include Street Name: Rainbow Canyon Road Bayhill Drive Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 18 Sep 2007 << 5:00-6:00 PM Base Vol: 0 617 29 34 117 0 0 0 0 13 0 45 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 654 31 36 124 0 0 0 0 14 0 48 Added Vol: 0 216 0 0 342 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 870 31 36 466 0 0 0 0 14 0 48 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 PHF Volume: 0 891 31 37 477 0 0 0 0 14 0 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 891 31 37 477 0 0 0 0 14 0 49 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 6.5 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 923 xxxx xxxxx xxxx xxxx xxxxx 1458 1458 907 Potent Cap.: xxxx xxxx xxxxx 748 xxxx xxxxx xxxx xxxx xxxxx 144 131 337 Move Cap.: xxxx xxxx xxxxx 748 xxxx xxxxx xxxx xxxx xxxxx 138 124 337 Volume/Cap: xxxx xxxx xxxx 0.05 xxxx xxxx xxxx xxxx xxxx 0.10 0.00 0.15 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 10.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * * * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 255 xxxxx SharedQueue:xxxxx xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 0.9 xxxxx Shrd ConDel:xxxxx xxxx xxxxx 10.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 23.7 xxxxx Shared LOS: * * * B * * * * * * C * ApproachDel: xxxxxx xxxxxx xxxxxx 23.7 ApproachLOS: * * * C COMPARE Tue Oct 02 11:01:45 2007 Page 2-15 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 AM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 325 139 2*** Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 99 0 Cycle Time (sec): 100 0 2*** 0 Loss Time (sec): 0 0 46*** 1! Critical V/C: 0.703 1! 48 0 Avg Crit Del (sec/veh): 14.4 0 105 0 Avg Delay (sec/veh): 14.4 0 3 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 34*** 46 1 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 31 43 1 2 131 278 61 43 97 3 45 2 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 33 46 1 2 139 295 65 46 103 3 48 2 Added Vol: 1 0 0 0 0 30 34 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 34 46 1 2 139 325 99 46 105 3 48 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 PHF Volume: 39 53 1 2 161 375 114 53 121 4 55 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 53 1 2 161 375 114 53 121 4 55 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 39 53 1 2 161 375 114 53 121 4 55 2 ------------|---------------||------ ---------||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.57 0.01 0.01 0.30 0.69 0.40 0.18 0.42 0.06 0.90 0.04 Final Sat.: 246 331 8 3 228 534 250 115 265 33 489 22 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.16 0.16 0.70 0.70 0.70 0.46 0.46 0.46 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 9.6 9.6 9.6 17.0 17.0 17.0 12.3 12.3 12.3 9.5 9.5 9.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.6 9.6 9.6 17.0 17.0 17.0 12.3 12.3 12.3 9.5 9.5 9.5 LOS by Move: A A A C C C B B B A A A ApproachDel: 9.6 17.0 12.3 9.5 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 9.6 17.0 12.3 9.5 LOS by Appr: A C B A AllWayAvgQ: 0.2 0.2 0.2 2.0 2.0 2.0 0.7 0.7 0.7 0.1 0.1 0.1 COMPARE Tue Oct 02 11:01:45 2007 Page 2-16 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 PM Intersection #8: Old Highway 395 /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 134*** 29 1 Lanes: 0 0 1! 0 0 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 465*** 0 Cycle Time (sec): 100 0 6 0 Loss Time (sec): 0 0 50 1! Critical V/C: 0.915 1! 40*** 0 Avg Crit Del (sec/veh): 27.1 0 48 0 Avg Delay (sec/veh): 27.1 0 6 LOS: D Lanes: 0 0 1! 0 0 Initial Vol: 77*** 206 2 Signal=Stop/Rights=Include Street Name: Old Highway 395 Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:45-5:45 PM Base Vol: 70 194 2 1 27 80 388 47 43 6 38 6 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 74 206 2 1 29 85 411 50 46 6 40 6 Added Vol: 3 0 0 0 0 49 54 0 2 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 77 206 2 1 29 134 465 50 48 6 40 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 82 217 2 1 30 141 491 53 50 7 43 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 217 2 1 30 141 491 53 50 7 43 7 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 82 217 2 1 30 141 491 53 50 7 43 7 ------------|---------------||------------ ---||---------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.27 0.72 0.01 0.01 0.17 0.82 0.83 0.09 0.08 0.12 0.76 0.12 Final Sat.: 153 409 4 4 102 478 537 57 55 63 398 63 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.53 0.53 0.53 0.30 0.30 0.30 0.91 0.91 0.91 0.11 0.11 0.11 Crit Moves: **** **** **** **** Delay/Veh: 15.3 15.3 15.3 11.1 11.1 11.1 39.4 39.4 39.4 9.9 9.9 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.3 15.3 15.3 11.1 11.1 11.1 39.4 39.4 39.4 9.9 9.9 9.9 LOS by Move: C C C B B B E E E A A A ApproachDel: 15.3 11.1 39.4 9.9 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.3 11.1 39.4 9.9 LOS by Appr: C B E A AllWayAvgQ: 1.0 1.0 1.0 0.4 0.4 0.4 5.6 5.6 5.6 0.1 0.1 0.1 COMPARE Tue Oct 02 11:01:45 2007 Page 2-17 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 28 0 Cycle Time (sec): 100 0 74 1 Loss Time (sec): 0 1 171 0 Critical V/C: 0.000 0 308 0 Avg Crit Del (sec/veh): 2.1 0 0 0 Avg Delay (sec/veh): 2.1 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 8 7 95 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 1 7 61 0 0 0 9 156 0 0 261 70 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 1 7 65 0 0 0 10 165 0 0 277 74 Added Vol: 7 0 30 0 0 0 18 6 0 0 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 8 7 95 0 0 0 28 171 0 0 308 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 PHF Volume: 9 8 108 0 0 0 31 196 0 0 351 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 9 8 108 0 0 0 31 196 0 0 351 85 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 652 694 196 xxxx xxxx xxxxx 436 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 431 365 843 xxxx xxxx xxxxx 1124 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 422 354 843 xxxx xxxx xxxxx 1124 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.02 0.02 0.13 xxxx xxxx xxxx 0.03 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 723 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.6 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 11.0 xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 11.0 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:01:45 2007 Page 2-18 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #9: I-15 NB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 0 0 0 Lanes: 0 0 0 0 0 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 26 0 Cycle Time (sec): 100 0 127 1 Loss Time (sec): 0 1 115 0 Critical V/C: 0.000 0 153 0 Avg Crit Del (sec/veh): 7.3 0 0 0 Avg Delay (sec/veh): 7.3 0 0 LOS: B Lanes: 0 0 1! 0 0 Initial Vol: 25 5 436 Signal=Stop/Rights=Include Street Name: I-15 Northbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:30-5:30 PM Base Vol: 2 5 363 0 0 0 13 105 0 0 96 120 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 2 5 385 0 0 0 14 111 0 0 102 127 Added Vol: 23 0 51 0 0 0 12 4 0 0 51 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 25 5 436 0 0 0 26 115 0 0 153 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 PHF Volume: 26 5 448 0 0 0 27 119 0 0 157 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 26 5 448 0 0 0 27 119 0 0 157 131 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 6.4 6.5 6.2 xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||------------ ---| Capacity Module: Cnflict Vol: 394 460 119 xxxx xxxx xxxxx 288 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: 610 498 933 xxxx xxxx xxxxx 1274 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: 601 488 933 xxxx xxxx xxxxx 1274 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.04 0.01 0.48 xxxx xxxx xxxx 0.02 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||------- --------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A * * * * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx 897 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 3.2 xxxxx xxxxx xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 13.5 xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * A * * * * * ApproachDel: 13.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * * COMPARE Tue Oct 02 11:01:45 2007 Page 2-19 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 AM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 60 164 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28 0 Critical V/C: 0.000 0 10 1 Avg Crit Del (sec/veh): 30.7 1 20 0 Avg Delay (sec/veh): 30.7 0 334 LOS: F Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||------ ---------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 29 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 9 0 28 20 334 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 11 0 35 25 417 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 205 75 11 0 35 25 417 13 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 4.0 3.3 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||--------------- ||---------------||---------------| Capacity Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 894 906 13 xxxx xxxx xxxxx 60 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 308 273 1059 xxxx xxxx xxxxx 1550 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 224 177 1059 xxxx xxxx xxxxx 1550 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.91 0.42 0.01 xxxx xxxx xxxx 0.27 xxxx xxxx ------------|---------------||--- ------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 7.6 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 85.2 xxxx xxxxx xxxxx xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: * * * F * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 199 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 2.0 xxxxx xxxx xxxxx 1.1 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 36.3 xxxxx xxxx xxxxx 8.2 xxxx xxxxx Shared LOS: * * * * * E * * * A * * ApproachDel: xxxxxx 70.6 xxxxxx xxxxxx ApproachLOS: * F * * COMPARE Tue Oct 02 11:01:45 2007 Page 2-20 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Residential) Conditions Level Of Service Computation Report 2000 HCM Unsignalized (Future Volume Alternative) EACP1 PM Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 21 65 111 Lanes: 0 1 0 0 1 Signal=Uncontrol Signal=Uncontrol Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 21 0 Critical V/C: 0.000 0 34 1 Avg Crit Del (sec/veh): 9.0 1 14 0 Avg Delay (sec/veh): 9.0 0 142 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L L -T -R ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 44 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 21 0 21 14 142 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 23 0 23 15 156 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 123 71 23 0 23 15 156 38 0 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.5 6.6 6.3 xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.6 4.1 3.4 xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 380 388 38 xxxx xxxx xxxxx 39 xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 604 533 1009 xxxx xxxx xxxxx 1578 xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 554 475 1009 xxxx xxxx xxxxx 1578 xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.22 0.15 0.02 xxxx xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------| Level Of Service Module: 2Way95thQ: xxxx xxxx xxxxx 0.8 xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx xxxxx 13.3 xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx LOS by Move: * * * B * * * * * A * * Movement: LT -LTR -RT LT -LTR -RT LT -LTR -RT LT -LTR -RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx 546 xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx 0.6 xxxxx xxxx xxxxx 0.3 xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx 13.0 xxxxx xxxx xxxxx 7.5 xxxx xxxxx Shared LOS: * * * * * B * * * A * * ApproachDel: xxxxxx 13.2 xxxxxx xxxxxx ApproachLOS: * B * * 3.2 EACP+Imp Existing Plus Ambient Growth Plus Cumulative Projects Plus Project With Improvements Level of Service Worksheets COMPARE Tue Oct 02 11:21:51 2007 Page 2-11 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Res) Conditions with Imp. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 AM mit Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 9 60 164*** Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 28*** 0 Critical V/C: 0.608 0 10*** 1 Avg Crit Del (sec/veh): 13.3 1 20 0 Avg Delay (sec/veh): 13.3 0 334 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T --R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 7:00-8:00 AM Base Vol: 0 0 0 155 57 3 0 3 0 288 1 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 164 60 3 0 3 0 305 1 0 Added Vol: 0 0 0 0 0 6 0 25 20 29 9 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 164 60 9 0 28 20 334 10 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 PHF Volume: 0 0 0 205 75 11 0 35 25 417 13 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 205 75 11 0 35 25 417 13 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 205 75 11 0 35 25 417 13 0 ------------|---------------||---------------||-- -------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.87 0.13 0.00 0.58 0.42 0.97 0.03 0.00 Final Sat.: 0 0 0 553 527 80 0 396 281 685 21 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.37 0.14 0.14 xxxx 0.09 0.09 0.61 0.61 xxxx Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 12.4 9.3 9.3 0.0 8.5 8.5 15.2 15.2 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 12.4 9.3 9.3 0.0 8.5 8.5 15.2 15.2 0.0 LOS by Move: * * * B A A * A A C C * ApproachDel: xxxxxx 11.5 8.5 15.2 Delay Adj: xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 11.5 8.5 15.2 LOS by Appr: * B A C AllWayAvgQ: 0.0 0.0 0.0 0.5 0.2 0.2 0.1 0.1 0.1 1.4 1.4 1.4 COMPARE Tue Oct 02 11:21:51 2007 Page 2-12 Traffix 7.9.0415 Copyright (c) 2007 Dowling Associates, Inc. Licensed to ALBERT WEBB, RIVERSIDE Santa Margarita Ecological Reserve Area Annexation -City of Temecula W.O. 2007-0090 Existing plus Ambient plus Cumulative plus Project (Res) Conditions with Imp. Level Of Service Computation Report 2000 HCM 4-Way Stop (Future Volume Alternative) EACP1 PM mit Intersection #10: I-15 SB Ramps /Rainbow Valley West Blvd Signal=Stop/Rights=Include Initial Vol: 21 65 111*** Lanes: 0 1 0 0 1 Signal=Stop Signal=Stop Initial Vol: Lanes: Rights=Include Vol Cnt Date: 9/13/07 Rights=Include Lanes: Initial Vol: 0 0 Cycle Time (sec): 100 0 0 0 Loss Time (sec): 0 0 21*** 0 Critical V/C: 0.259 0 34 1 Avg Crit Del (sec/veh): 9.2 1 14 0 Avg Delay (sec/veh): 9.2 0 142*** LOS: A Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal=Stop/Rights=Include Street Name: I-15 Southbound Ramps Rainbow Valley West Boulevard Approach: North Bound South Bound East Bound West Bound Movement: L -T -R L -T -R L -T -R L -T -R ------------|---------------||---------------||---------------||---------------| Min. Green: 7 7 7 7 7 7 7 7 7 7 7 7 ------------|---------------||---------------||---------------||---------------| Volume Module: >> Count Date: 13 Sep 2007 << 4:00-5:00 PM Base Vol: 0 0 0 105 61 0 0 4 0 92 3 0 Growth Adj: 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06 Initial Bse: 0 0 0 111 65 0 0 4 0 98 3 0 Added Vol: 0 0 0 0 0 21 0 17 14 44 31 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 111 65 21 0 21 14 142 34 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 PHF Volume: 0 0 0 123 71 23 0 23 15 156 38 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 123 71 23 0 23 15 156 38 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 123 71 23 0 23 15 156 38 0 ------------|---------------||---------------||-- -------------||---------------| Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.75 0.25 0.00 0.60 0.40 0.81 0.19 0.00 Final Sat.: 0 0 0 613 522 169 0 396 261 602 145 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.20 0.14 0.14 xxxx 0.06 0.06 0.26 0.26 xxxx Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 9.8 8.5 8.5 0.0 8.6 8.6 9.3 9.3 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 9.8 8.5 8.5 0.0 8.6 8.6 9.3 9.3 0.0 LOS by Move: * * * A A A * A A A A * ApproachDel: xxxxxx 9.3 8.6 9.3 Delay Adj: xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 9.3 8.6 9.3 LOS by Appr: * A A A AllWayAvgQ: 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.3 0.3 APPENDIX D Caltrans 2006 AADT Counts District Route Rte Suf County PM Pre Postmile Description Back Peak Hour Back Peak Month Back AADT Ahead Peak Hour Ahead Peak Month Ahead AADT 11 15 SD R 0.000 JCT. RTE. 5 9000 109000 107000 11 15 SD R 0.588 SAN DIEGO, OCEANVIEW BOULEVARD 9000 109000 107000 9500 115000 113000 11 15 SD 1.846 SAN DIEGO, MARKET STREET INTERCHANGE 9500 115000 113000 10700 116000 115000 11 15 SD 2.226 JCT. RTE. 94 10700 116000 115000 9200 100000 99000 11 15 SD R 3.367 JCT. RTE. 805 9200 100000 99000 12600 160000 157000 11 15 SD M 4.663 SAN DIEGO, UNIVERSITY AVENUE 12600 160000 157000 12400 156000 154000 11 15 SD M 5.042 SAN DIEGO, EL CAJON BOULEVARD 12400 156000 154000 12500 157000 155000 11 15 SD M 5.600 SAN DIEGO, ADAMS AVENUE 12500 157000 155000 13600 166000 165000 11 15 SD R 6.132 JCT. RTE. 8 13600 166000 165000 17300 222000 220000 11 15 SD R 6.817 SAN DIEGO, FRIARS ROAD 17300 222000 220000 17400 224000 222000 11 15 SD R 8.366 SAN DIEGO, AERO DRIVE INTERCHANGE 17400 224000 222000 15100 194000 192000 11 15 SD R 9.238 SAN DIEGO, BALBOA AVENUE 15100 194000 192000 13700 177000 175000 11 15 SD R 9.995 CLAIREMONT MESA BOULEVARD INTERCHANGE 13700 177000 175000 13000 168000 166000 11 15 SD R 10.580 JCT. RTE. 52 13000 168000 166000 15500 200000 198000 11 15 SD M 12.002 ROUTE 163 HOV LANES 15500 200000 198000 15200 196000 194000 11 15 SD M 12.124 JCT. RTE. 163 15200 196000 194000 25000 305000 300000 11 15 SD M 13.334 SAN DIEGO, MIRAMAR WAY INTERCHANGE 25000 305000 300000 24700 301000 296000 11 15 SD M 14.285 SAN DIEGO, MIRAMAR/POMERADO ROADS 24700 301000 296000 23200 283000 279000 11 15 SD M 15.000 CARROLL CANYON ROAD 23200 283000 279000 20700 270000 264000 11 15 SD M 15.924 MIRA MESA BOULEVARD INTERCHANGE 20700 270000 264000 20300 265000 259000 11 15 SD M 17.311 SAN DIEGO, MERCY ROAD INTERCHANGE 20300 265000 259000 19400 254000 248000 11 15 SD M 18.176 SAN DIEGO, POWAY ROAD 19400 254000 248000 17300 226000 221000 11 15 SD M 19.468 JCT. RTE. 56 17300 226000 221000 17700 237000 231000 11 15 SD M 20.574 CARMEL MOUNTAIN ROAD 17700 237000 231000 17200 230000 224000 11 15 SD M 21.915 SAN DIEGO, CAMINO DEL NORTE INTERCHANGE 17200 230000 224000 17100 229000 223000 11 15 SD M 22.935 SAN DIEGO, BERNARDO CENTER DRIVE 17100 229000 223000 16500 221000 215000 11 15 SD M 23.687 SAN DIEGO, RANCHO BERNARDO ROAD INTERCHANGE 16500 221000 215000 17000 215000 208000 11 15 SD M 26.026 POMERADO ROAD 17000 215000 208000 18200 231000 223000 11 15 SD M 26.970 ESCONDIDO, FELICITA ROAD INTERCHANGE, VIA RANCHO 18200 231000 223000 17000 215000 208000 11 15 SD M 27.650 ESCONDIDO, SOUTH JUNCTION OF CENTRE CITY PARKWAY 17000 215000 208000 14800 188000 181000 11 15 SD R 28.765 CITRACADO PARKWAY INTERCHANGE 14800 188000 181000 15400 196000 189000 11 15 SD R 30.090 ESCONDIDO, 9TH AVENUE INTERCHANGE 15400 196000 189000 14100 191000 185000 11 15 SD R 30.627 VALLEY PARKWAY 14100 191000 185000 15000 204000 198000 11 15 SD R 31.517 JCT. RTE. 78 15000 204000 198000 9300 133000 127000 11 15 SD R 32.861 ESCONDIDO, EL NORTE PARKWAY INTERCHANGE 9300 133000 127000 8300 118000 113000 11 11 15 SD R 33.922 CENTRE CITY PARKWAY 8300 118000 113000 8800 126000 120000 11 15 SD R 36.636 DEER SPRINGS ROAD 8800 126000 120000 9500 128000 124000 11 15 SD R 40.842 GOPHER CANYON ROAD INTERCHANGE 9500 128000 124000 9500 128000 124000 11 15 SD R 43.279 ESCONDIDO HIGHWAY INTERCHANGE 9500 128000 124000 9500 131000 123000 11 15 SD R 46.491 JCT. RTE. 76 9500 131000 123000 10000 135000 128000 11 15 SD R 50.585 MISSION ROAD INTERCHANGE 10000 135000 128000 10900 141000 136000 11 15 SD R 54.070 RAINBOW VALLEY BOULEVARD 10900 141000 136000 10800 140000 136000 11 15 SD R 54.258 SAN DIEGO/RIVERSIDE COUNTY LINE 11000 143000 136000 8 15 RIV R 0.000 SAN DIEGO/RIVERSIDE COUNTY LINE 11000 143000 136000 8 15 RIV 3.436 SOUTH JCT. RTE. 79 11000 143000 136000 12300 164000 156000 8 15 RIV 4.980 RANCHO CALIFORNIA ROAD INTERCHANGE 12300 164000 156000 13300 177000 168000 8 15 RIV 6.623 NORTH JCT RTE. 79 13300 177000 168000 15300 204000 194000 8 15 RIV 8.737 JCT. RTE. 215 NORTH 15300 204000 194000 9700 121000 115000 8 15 RIV 9.468 MURRIETA HOT SPRINGS ROAD 9700 121000 115000 10900 141000 134000 8 15 RIV 10.592 CALIFORNIA OAKS ROAD INTERCHANGE 10900 141000 134000 11000 138000 131000 8 15 RIV 13.635 CLINTON KEITH ROAD 11000 138000 131000 10900 137000 130000 District Route Rte Suf County PM Pre Postmile Description Back Peak Hour Back Peak Month Back AADT Ahead Peak Hour Ahead Peak Month Ahead AADT 8 15 RIV 15.071 BAXTER ROAD 10900 137000 130000 10300 131000 124000 8 15 RIV 16.298 BUNDY CANYON ROAD 10300 131000 124000 9600 125000 119000 8 15 RIV 19.164 RAILROAD CANYON ROAD 9600 125000 119000 9500 133000 128000 8 15 RIV 20.948 MAIN STREET 9500 133000 128000 9300 130000 125000 8 15 RIV 22.277 JCT. RTE. 74 9300 130000 125000 8400 118000 113000 8 15 RIV 23.850 NICHOLS ROAD 8400 118000 113000 8500 120000 115000 8 15 RIV 26.688 LAKE STREET INTERCHANGE 8500 120000 115000 9000 126000 121000 8 15 RIV 30.401 INDIAN TRAIL ROAD INTERCHANGE 9000 126000 121000 9400 132000 127000 8 15 RIV 33.387 TEMESCAL CANYON ROAD 9400 132000 127000 10100 146000 138000 8 15 RIV 35.641 WEIRICK ROAD INTERCHANGE 10100 146000 138000 11000 161000 153000 8 15 RIV 36.813 CAJALCO ROAD INTERCHANGE 11000 161000 153000 11400 172000 163000 8 15 RIV 37.819 EL CERRITO ROAD INTERCHANGE 11400 172000 163000 163000 11700 176000 168000 8 15 RIV 38.693 CORONA, ONTARIO AVENUE 11700 176000 168000 12100 176000 168000 8 15 RIV 40.352 CORONA, MAGNOLIA AVENUE INTERCHANGE 12100 176000 168000 13200 191000 183000 8 15 RIV 41.501 JCT. RTE. 91 13200 191000 183000 11800 171000 164000 8 15 RIV 42.877 NORCO, YUMA DRIVE(HIDDEN VALLEY) 11800 171000 164000 11700 170000 163000 8 15 RIV 43.637 NORCO, 2ND STREET INTERCHANGE 11700 170000 163000 11200 163000 156000 8 15 RIV 45.600 NORCO, 6TH STREET INTERCHANGE 12600 164000 156000 12600 164000 156000 8 15 RIV 48.261 LIMONITE AVENUE INTERCHANGE 12600 164000 156000 11300 157000 151000 8 15 RIV 51.474 JCT. RTE. 60 11300 157000 151000 16000 233000 223000 8 15 RIV 52.281 RIVERSIDE/SAN BERNARDINO COUNTY LINE 16000 233000 223000 Caltrans 2005 Truck Counts L VEHICLE TRUCK TRUCK TRUCK AADT TOTAL % TRUCK AADT EAL YEAR POST E AADT AADT % TOT -------By Axle ------------By Axle ------1-WAY VER/RTE DIST CNTY MILE G DESCRIPTION TOTAL TOTAL VEH 2 3 4 5+ 2 3 4 5+ (1000) EST --------------------------------------------------------------------------------------------------------------------------------015 11 SD 2.226 B JCT. RTE. 94 119000 6069 5.1 3107 1032 303 1626 51.2 17 5 26.8 809 85V 015 11 SD R3.367 B JCT. RTE. 805 103000 5253 5.1 2690 893 263 1408 51.2 17 5 26.8 701 85E 015 11 SD R3.367 A JCT. RTE. 805 160000 3520 2.2 2541 359 109 510 72.2 10.2 3.1 14.5 314 85V 015 11 SD R6.132 B JCT. RTE. 8 165000 3630 2.2 2621 374 113 523 72.2 10.3 3.1 14.4 323 85E 015 11 SD R6.132 A JCT. RTE. 8 222000 11056 4.98 6903 791 260 3101 62.44 7.15 2.35 28.05 1422 05V 015 11 SD M12.124 A JCT. RTE. 163 295000 11004 3.73 6761 792 304 3147 61.44 7.2 2.76 28.6 1440 05E 015 11 SD M14.285 B SAN DIEGO, MIRAMAR/291000 10942 3.76 6723 788 302 3129 61.44 7.2 2.76 28.6 1432 05E POMERADO ROADS 015 11 SD M14.285 A SAN DIEGO, MIRAMAR/278000 10842 3.9 6353 1138 423 2927 58.6 10.5 3.9 27 1399 85V POMERADO ROADS 015 11 SD M18.176 B SAN DIEGO, POWAY ROAD 250000 17750 7.1 8662 2006 994 6088 48.8 11.3 5.6 34.3 2734 96E 015 11 SD M18.176 A SAN DIEGO, POWAY ROAD 223000 15833 7.1 7727 1789 887 5431 48.8 11.3 5.6 34.3 2439 96E 015 11 SD M27.65 A ESCONDIDO, SOUTH 184000 13064 7.1 6375 1476 732 4481 48.8 11.3 5.6 34.3 2012 96E JUNCTION OF CENTRE CITY PARKWAY 015 11 SD R30.627 B VALLEY PARKWAY 185000 13135 7.1 6410 1484 736 4505 48.8 11.3 5.6 34.3 2023 96E 015 11 SD R31.517 B JCT. RTE. 78 198000 14058 7.1 6860 1589 787 4822 48.8 11.3 5.6 34.3 2166 96E 015 11 SD R31.517 A JCT. RTE. 78 128000 12928 10.1 5714 1112 672 5430 44.2 8.6 5.2 42 2274 80V 015 11 SD R36.636 A DEER SPRINGS ROAD 136000 17952 13.2 6337 1454 754 9407 35.3 8.1 4.2 52.4 3712 86V 015 11 SD R46.491 B JCT. RTE. 76 128000 13094 10.23 4167 1041 447 7440 31.82 7.95 3.41 56.82 2874 00E 015 11 SD R46.491 A JCT. RTE. 76 121000 9849 8.14 3200 751 334 5565 32.49 7.63 3.39 56.5 2150 00E 015 08 RIV R0 A SAN DIEGO/RIVERSIDE 136000 9180 6.75 3428 654 278 4820 37.34 7.12 3.03 52.51 1884 04V COUNTY LINE 015 08 RIV 3.436 B SOUTH JCT. RTE. 79 136000 9180 6.75 3428 654 278 4820 37.34 7.12 3.03 52.51 1884 04E 015 08 RIV 3.436 A SOUTH JCT. RTE. 79 157000 11069 7.05 4133 788 335 5812 37.34 7.12 3.03 52.51 2272 04E 015 08 RIV 6.623 B NORTH JCT RTE. 79 170000 11169 6.57 4171 795 338 5865 37.34 7.12 3.03 52.51 2292 04E 015 08 RIV 8.737 B JCT. RTE. 215 NORTH 196000 10878 5.55 4062 775 330 5712 37.34 7.12 3.03 52.51 2233 04E 015 08 RIV 8.737 A JCT. RTE. 215 NORTH 117000 9828 8.4 4846 691 317 3972 49.31 7.03 3.23 40.42 1650 04E 42 City of Temecula ADT Counts 2004 2005 2006 1 Amarita Way north of McCabe Dr. 2,185 2,222 2,111 2 Amarita Way south of Santiago Way 2,415 2,253 2,305 3 Butterfield Stage Rd. south of Rancho California Rd. 8,417 10,074 9,839 4 Butterfield Stage Rd. south of Rancho Vista Rd. 8,797 9,502 11,025 5 Butterfield Stage Rd. south of Pauba Rd. 7,621 8,766 11,620 6 Butterfield Stage Rd. north of De Portola Rd. 9,519 10,894 11,236 7 Butterfield Stage Rd. north of State Route 79 10,148 12,458 12,556 8 Calle Girasol south of Nicolas Road 3,433 3,743 4,353 9 Calle Medusa south of Enfield Lane 3,024 3,900 3,393 10 De Portola Rd. east of Jedediah Smith Rd. 6,894 7,401 7,983 11 De Portola Rd. east of Margarita Rd. 6,055 6,710 7,760 12 De Portola Rd. east of Meadows Parkway 3,020 3,426 3,944 13 De Portola Rd. west of Butterfield Stage Rd. 2,603 3,623 3,551 14 Del Rey Rd. west of Calle Pina Colada 2,944 3,455 3,366 15 Diaz Rd. south of Winchester Rd. 13,758 15,120 17,512 16 Diaz Rd. north of Rancho California Rd. 10,590 10,640 9,320 17 Jedediah Smith Rd. north of State Route 79 2,539 3,372 4,863 18 Jefferson Ave. south of Winchester Rd. 30,309 27,887 27,258 19 Jefferson Ave. south of Via Montezuma 19,842 18,813 18,493 20 La Serena Way east of Margarita Rd. 10,463 9,605 9,737 21 La Serena Way east of Meadows Parkway 7,705 7,671 8,067 22 Leena Way west of Meadows Parkway 1,581 1,754 1,771 23 Leena Way east of Meadows Parkway 1,440 1,447 1,370 24 Margarita Rd. north of Winchester Rd. 28,377 27,468 26,794 25 Margarita Rd. south of Winchester Rd. 38,454 38,017 36,691 26 Margarita Rd. north of Overland Dr. 33,984 33,405 32,170 27 Margarita Rd. north of Solana Way 33,564 33,380 33,837 28 Margarita Rd. south of Solana Way 29,484 29,561 30,066 29 Margarita Rd. west of Moraga Rd. 29,849 29,240 29,905 30 Margarita Rd. east of Moraga Rd. 26,107 24,308 23,709 31 Margarita Rd. east of Avenida Barca 22,844 22,050 22,078 32 Margarita Rd. north of Rancho California Rd. 22,647 22,845 21,793 33 Margarita Rd. south of Rancho California Rd. 20,458 21,214 20,511 34 Margarita Rd. south of Rancho Vista Rd. 19,086 20,330 21,156 35 Margarita Rd. north of Santiago Rd. 18,595 18,472 20,508 36 Margarita Rd. south of Jedediah Smith Road 15,983 16,763 17,105 37 Margarita Rd. north of State Route 79 23,521 24,571 26,152 38 Meadows Parkway south of Rancho California Rd. 7,230 7,009 8,154 39 Meadows Parkway south of Rancho Vista Rd. 8,899 8,271 7,818 40 Meadows Parkway south of Pauba Rd. 10,313 8,601 7,827 41 Meadows Parkway south of Sunny Meadows Dr. 9,181 7,502 7,265 42 Meadows Parkway south of Leena Way 11,376 8,681 8,721 43 Meadows Parkway north of State Route 79 8,779 10,479 10,171 44 Montelegro Way north of Leena Way 2,532 2,497 2,308 45 Moraga Rd. north of Rancho California Rd. 10,632 10,841 10,878 46 Nicolas Rd. south of Winchester Rd. 13,687 14,677 13,320 47 Nicolas Rd. south of North General Kearny 7,709 8,370 8,235 48 Old Town Front St. south of Rancho California Rd. 19,412 20,013 17,194 49 Old Town Front St. south of Main St. 10,073 10,975 10,545 50 Old Town Front St. north of State State Route 79 11,114 10,640 9,376 51 Overland Dr. west of Jefferson Ave. 10,826 10,500 7,621 52 Overland Dr. east of Jefferson Ave. 22,982 20,500 20,395 53 Overland Dr. east of Ynez Rd. 24,044 24,889 25,158 54 Pechanga Pkwy. south of Rainbow Canyon Rd. 34,866 35,517 36,921 55 Pechanga Pkwy. north of Via Gilberto 29,308 26,619 27,559 56 Pechanga Pkwy. south of Wolf Valley Rd. 28,898 28,700 27,138 YEAR No. Location 2004 2005 2006 YEAR No. Location 57 Pechanga Pkwy. north of Deer Hollow Way 10,707 11,866 11,717 58 Pauba Rd. east of Ynez Rd. 9,324 9,722 9,005 59 Pauba Rd. west of Margarita Rd. 8,379 8,812 8,088 60 Pauba Rd. east of Margarita Rd. 7,760 8,960 8,669 61 Pauba Rd. east of Meadows Parkway 3,652 4,337 4,464 62 Pujol St. south of Sixth St. 2,400 2,912 3,003 63 Pujol St. south of Main St. 2,269 2,573 2,823 64 Rainbow Canyon Rd. south of Pechanga Parkway 7,064 6,999 7,450 65 Rancho California Rd. west of Business Park Dr. (W) 5,152 5,959 6,413 66 Rancho California Rd. west of Business Park Dr. (E) 11,801 12,798 11,883 67 Rancho California Rd. east of Diaz Rd. 24,655 24,883 26,174 68 Rancho California Rd. east of Old Town Front St. 38,802 38,212 38,030 69 Rancho California Rd. west of Ynez Rd. 58,852 60,554 60,510 70 Rancho California Rd. east of Ynez Rd. 38,435 40,157 39,823 71 Rancho California Rd. east of Moraga Rd. 34,123 40,162 37,181 72 Rancho California Rd. west of Meadows Parkway 21,035 22,328 23,676 73 Rancho California Rd. west of Butterfield Stage Rd. 14,165 18,601 16,264 74 Rancho Vista Rd. east of Ynez Rd. 8,727 8,479 8,962 75 Rancho Vista Rd. west of Margarita Rd. 5,880 6,300 6,430 76 Rancho Vista Rd. east of Margarita Rd. 6,350 6,260 7,417 77 Rancho Vista Rd. west of Meadows Parkway 3,516 3,600 3,416 78 Rancho Vista Rd. west of Butterfield Stage Rd. 1,239 1,380 1,578 79 Santiago Rd. west of Ynez Rd. 6,515 8,077 7,610 80 Santiago Rd. east of Margarita Rd. 4,211 3,985 4,233 81 Solana Way east of Ynez Rd. 12,671 12,477 13,051 82 Solana Way east of Margarita Rd. 6,831 6,646 6,161 83 Via Norte west of Calle Pina Colada 2,351 2,669 2,658 84 Via Norte west of Paseo Del Cielo 2,558 2,499 2,354 85 Walcott Lane north of Klarer Lane 2,944 3,319 3,954 86 Winchester Rd. east of Diaz Rd. 21,686 24,571 25,405 87 Winchester Rd. west of Jefferson Ave. 30,164 32,918 32,704 88 Winchester Rd. east of Jefferson Ave. 40,690 44,204 46,675 89 Ynez Rd. north of Winchester Rd. 13,644 15,853 16,672 90 Ynez Rd. south of Winchester Rd. 33,280 37,353 37,540 91 Ynez Rd. south of Overland Dr. 34,234 35,217 34,669 92 Ynez Rd. south of Solana Way 35,814 35,739 35,280 93 Ynez Rd. south of Rancho California Rd. 27,694 31,477 28,890 94 Ynez Rd. south of Rancho Vista Rd. 20,505 22,549 22,334 95 Ynez Rd. north of Santiago Rd. 12,377 14,424 15,494 96 Ynez Rd. south of Flores Dr. 8,670 12,695 13,570 97 Ynez Rd. west of Jedediah Smith Rd. 7,453 8,738 11,999 98 Jefferson Ave. south of Overland Dr. 24,943 23,354 22,581 99 Redhawk Parkway south of State Route 79 26,232 26,389 25,206 100 Redhawk Parkway north of Vail Ranch Parkway 18,032 18,107 18,539 101 Vail Ranch Parkway east of Redhawk Parkway 5,554 5,251 6,334 102 Vail Ranch Parkway west of Johnston Drive 2,520 3,233 2,826 103 Vail Ranch Parkway north of El Chismal Road 2,594 3,925 4,564 104 Nighthawk Pass east of Calle Banuelos 2,605 3,986 4,383 105 Butterfield Stage Road south of Channel Street 6,210 7,960 8,555 106 Butterfield Stage Road south of State Route 79 10,601 12,917 13,372 107 Meadows Parkway south of La Serena Way 4,392 4,035 4,007 108 Meadows Parkway north of Rancho California Road 6,626 5,601 5,780 109 First Street west of Old Town Front Street 2,657 3,843 3,200 110 Winchester Road west of Ynez Road 71,267 76,989 78,489 111 Winchester Road west of Margarita Road 49,031 51,640 52,636 112 Winchester Road east of Margarita Road 51,853 55,279 54,938 2004 2005 2006 YEAR No. Location 113 Route 79 South east of Bedford Court N/A 64,229 63,211 114 Route 79 South east of La Paz N/A 68,601 77,605 115 Route 79 South east of Pechanga Parkway N/A 43,701 39,046 116 Route 79 South west of Margarita Road N/A 40,763 37,206 117 Route 79 South east of Margarita Road N/A 36,364 34,170 118 Route 79 South east of Meadows Parkway N/A 26,053 23,306 119 Wolf Valley Road east of Pechanga Parkway N/A 8,485 10,350 120 Wolf Valley Road west of Redhawk Parkway N/A 7,228 8,950 121 Redhawk Parkway west of Vail Ranch Parkway N/A 14,749 16,002 122 Redhawk Parkway south of Wolf Valley Road N/A 9,548 10,184 123 Redhawk Parkway west of El Chismal Road N/A 3,705 5,004 124 Deer Hollow Way east of Pechanga Parkway N/A 4,397 4,507 125 Deer Hollow Way west of Peppercorn Drive N/A 4,815 5,333 126 Nighthawk Pass east of Butterfield Stage Road N/A 823 624 127 Butterfield Stage Road south of Nighthawk Pass N/A 3,974 5,193 128 Pechanga Parkway south of Pechanga Road N/A 8,525 8,012 129 Peppercorn Drive south of Corte Barela N/A N/A 5,899 130 Ynez Road south of Equity Drive N/A N/A 5,602 131 Ynez Road south of Date Street N/A N/A 5,002 132 Date Street west of Margarita Road N/A N/A 3,953 133 Date Street east of Ynez Road N/A N/A 5,226 134 La Serena Way west of Butterfield Stage Road N/A N/A 4,184 135 Butterfield Stage Road south of La Serena Way N/A N/A 3,949 136 Butterfield Stage Road north of Rancho California Road N/A N/A 4,193 Master Count Locations 2004 2005 2006 M1 Ynez Rd. N/O Rancho California Rd. (Feb.) 34,132 34,823 33,005 Ynez Rd. N/O Rancho California Rd. (July) 33,507 35,222 35,344 M2 Jefferson Ave. N/O Rancho California Rd.(Feb.) 20,828 21,200 19,172 Jefferson Ave. N/O Rancho California Rd.(July) 21,595 21,121 19,961 M3 Pechanga Pkwy. S/O State Route 79 (Feb.) 37,425 40,262 42,898 Pechanga Pkwy. S/O State Route 79 (July) 39,511 43,816 41,550 M4 Rancho California Rd. W/O Margarita Rd. (Feb.) 25,211 25,653 26,438 Rancho California Rd. W/O Margarita Rd. (July) 24,492 26,307 26,926 M5 Rainbow Canyon Rd. S/O Clubhouse Rd. (Feb.) 5,692 5,138 4,969 Rainbow Canyon Rd. S/O Clubhouse Rd. (Oct.) 5,241 4,993 5,450 M6 State Route 79 E/O Butterfield Stage Rd. (Feb.) 15,849 16,039 18,166 State Route 79 E/O Butterfield Stage Rd. (Oct.) 15,284 16,159 16,777 M7 Winchester Rd. E/O Nicolas Rd. (Feb.) 44,141 46,455 49,120 Winchester Rd. E/O Nicolas Rd. (Oct.) 45,420 40,739 47,236 M8 Jefferson Ave. S/O North City Limits (Feb.) 24,139 21,125 24,660 Jefferson Ave. S/O North City Limits (July) 22,961 22,907 23,889 M9 Margarita Rd. S/O North City Limits (Feb.) 21,891 23,170 23,289 Margarita Rd. S/O North City Limits (July) 20,867 19,821 20,195 Source: http://www.cityoftemecula.org/Temecula/Government/PublicWorks/Traffic/TrafficCounts.htm APPENDIX E RTP Model Plots Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments YEAR 2000, RTP MODEL RUN, AUTOS ONLY, ADT 3922 3982 3885 3834 620611 278 272 784 3712 3750 1570 1633 26 25 831 740 1129 1138 1770 2043 3573 4039 1020 966 00 3387 3159 8354 7580 2588 3314 2309 2524 1076 1309 0 154 14717 15010 1432 1446 6019 5993 1211 1231 2046 1875 1623 1689 680 671 00 00 8709 8069 14372 14527 1061 1014 8126 7190 6099 6511 5041 5664 5243 4699 8428 7539 44 7104 7282 1537 4183 4368 1685 9 77 00 7433 7364 1470 1573 00 39114 30785 9050 33338 31984 2504 39835 31846 6552 44403 44504 36339 14441 23907 4481 34489 28388 26019 4651 29822 63160 38396 994 941 1020 25 1020 966 5967 38537 50775 51958 43951 10432 7510 44448 54386 46622 021346 11828 62877 46622 16539 7104 7282 7104 7282 5243 4699 665 656 3269 3570 2557 2564 5840 6828 7446 8138 3570 3269 183 109 00 2380 2524 71 0 221 82 786 1094 9337 8185 1432 1454 670 511 724 569 675 517 10 9 11502 11637 6831 6455 5007 5368 3376 4407 3415 3257 3436 3610 3056 3292 3349 3742 6750 6356 90 104 3056 3292 9808 9650 6216 5551 1064 717 3550 3406 11670 12170 2804 3586 90 104 1570 1633 572 556 12660 12619 8256 17382 19125 2300 2286 2504 2824 3324 3645 2656 2377 3463 3198 8065 1189 646 8126 7190 8126 7190 10437 12680 4054 3182 7149 8282 7149 8282 325 125 6343 6119 17382 19125 11670 12170 6377 7625 0 0 3881 3955 4550 4699 5039 5308 10010 11036 4921 4290 6377 7625 00 07 07 07 3416 11380 11751 00 07 2092 800 3803 8567 9786 9218 9316 9218 9316 1564 3437 4454 3655 1652 3479 10240 13106 1163 1071 13 0 11891 14727 1071 1163 4390 3558 6824 15555 10130 1224 1168 6555 6611 15805 14331 20 24 3448 25691011 1963 1011 1963 6918 7762 7765 7692 2553 9426 4727 6441 8241 7128 387 317 00 1359 1588 5558 5082 4194 5109 2840 3540 2402 2164 383 313 6001 2615 3646 1463 1573 07 55958 3161 2246 323 287 6833 6986 38778 239 6833 6986 00 Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments YEAR 2000, RTP MODEL RUN, TRUCKS ONLY, ADT 319 284 7 11 66 10 13 8 145 145 10 00 00 36 30 11 139 136 27 17 00 24 23 267 244 39 73 18 23 12 13 00 506 504 16 10 233 280 00 10 104 75 56 00 00 76 813 801 01 362 282 43 119 201 696 266 127 63 00 832 464 1 257 269 8 08 00 500 519 76 00 3502 2811 1374 2818 2654 7 4186 1015 26 1872 1607 1849 811 2264 1 2661 2265 2323 429 2330 5145 1040 27 17 27 0 27 17 1023 21604 2660 2829 2659 949 342793 3608 3492 0 2126 152 4928 3492 1653 832 464 832 464 696 266 22 23 24 18 23 134 146 150 163 24 23 00 00 18 23 00 00 11 268 246 00 83 48 83 00 479 480 245 259 235 229 40 74 2527 29 25 110 101 108 105 245 259 00 110 101 356 361 28 19 16 1 66 398 398 39 73 00 10 00 593 556 19 575 605 82 69 209 211 286 270 120 75 60 26 22 11 7 362 282 362 282 67 222 220 157 373 376 373 376 20 235 280 575 605 398 398 178 209 0 0 27 19 210 212 27 21 5 13 11 3 178 209 00 00 00 00 356 882 417 00 00 31 6 626 626 582 520 550 520 550 49 272 882 921 12 9 49 272 107 342 92 00 106 330 29 360 279 9 1 320 84 1194 9 44 30 10 12 1174 1075 00 215 149 52 117 52 117 575 115 624 579 7 1054 167 620 1097 850 0 00 2 20 696 266 261 695 94 141 73 79 00 10 240 692 76 00 4354 215 149 00 158 147 161814 158 147 00 Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments Year 2030, RTP Plan, AUTOS ONLY, ADT 18467 18623 15853 15230 3591 3342 8103 8084 2230 2225 135 132 1641 1531 2327 2238 347 328 4693 4742 8012 9750 4262 3069 00 13327 13541 12234 10454 7124 9565 6648 6670 5951 6393 68 747 19097 18797 4578 4427 8970 8639 5451 4127 3843 4284 5064 4441 3025 2207 00 1770 796 16468 17765 30533 32768 1420 1388 8561 8495 12738 14148 9829 8785 00 25257 28396 3296 3986 24285 20705 3893 11008 10224 5061 239 2601 258 0 19178 17566 8605 9933 00 54843 11575 57815 58609 5254 66418 69602 11905 99617 92388 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9473 11929 4202 2937 13580 18721 17254 26078 2368014735 8813 7110 13635 15349 16982 2971 112841732 1732 4143 4143 6884 6884 6884 6909 6909 6794 5900 5900 5900 3278 3238 3238 3238 7328 6339 6339 6339 5576 5576 5576 6339 10031 10031 10031 5771 6083 1685 Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments Year 2030 RTP Plan, TRUCKS ONLY, ADT 1072 1075 61 59 3759 177 184 24 00 00 93 87 10 55 365 434 249 144 00 184 205 419 357 198 250 57 52 211 196 00 711 705 137 54 521 532 97 17 95 307 179 58 19 00 11 54 68 1622 1667 31 248 391 14 10 575 414 00 723 1088 15 37 2177 1821 16 658 55759 6 146 10 1515 1486 69 87 00 7418 6593 2000 6611 5623 30 8594 1886 37 3365 00 3127 00 3333 1790 4066 15 5653 4082 0 00 4214 1078 4222 00 10834 1922 249 144 249 0 249 144 1778 0 123115 00 5122 5727 5110 2411 00 1095617 00 7522 00 7308 0 3435 377 9276 7308 2855 1331 946 1359 990 38 55 829 819 829 819 9 20 205 184 166 111 240 281 00 155 109 96 57 13 2 43 423 361 00 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00 743 49 56 138 45 572 336 464 72 101 544 329 28 45 138 45 138 22 10 10 22 10103 730 10162 7 9269 9736 00 00 55 37 00 00 Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments Year 2030 RTP Plan, TRUCKS ONLY, ADT 2000 30 37 1790 15 1078 249 144 12 2411 109 0 2855 1239 31 907 10 12 1495 217 19 1794 338 56 464 730 7 SANDAG Plots Appendix D Aggregate Resources in the Temecula and Surrounding Inland Empire Areas Summary Report On Local Production And Consumption Of Aggregates Along The I-15 Corridor And Related Areas Of Southwestern Riverside County And San Diego County, California Corona County Temecula Riverside County San Diego County Orange Proposed Annexation Area rial County Prepared by Imper September 14, 2008 Project No. 1031_1b For The City Of Temecula Kerry Cato, President P.O. Box 891930 (951) 834-2619 Temecula, CA 92589 kerry@catogeoscience.com September 14, 2008 City of Temecula 43200 Business Park Drive Temecula, CA 92589-9033 Attention: Steve Brown, Principal Planner Subject: Summary Report On Local Production And Consumption Of Aggregates Along The I-15 Corridor And Related Areas Of Southwestern Riverside County And San Diego County, California In accordance with your request, we have completed our preliminary evaluation regarding aggregate resource production in the I-15 Corona to North County San Diego County corridor. Our report of this analysis is attached. If you have any questions or comments, please do not hesitate to call or email. We appreciate this opportunity to help with your project and look forward to working with you in the future. Sincerely, CATO GEOSCIENCE, Inc. Kerry D. Cato, PhD, President RG 6883, CEG 2153 Attachments: Report i. 20080914 Summary Report On Local Production And Consumption Of Aggregates Along The I-15 Corridor And Related Areas Of Southwestern Riverside County and Northern San Diego County, California Table of Contents Section 1 Introduction Scope Of Work Methodology Section 2 Production/Consumption Data And Permitted Production And Reserves Production/Consumption Data And Information Existing State Reports On Regional Aggregate Production, Permitted Reserves, And Aggregate Needs Permitted Mine Production, Permitted Reserves Section 3 Discussion Of Aggregate Production By Area Corona Area Temescal Valley Area Lake Elsinore Area Southwestern Riverside County (north and northeast of Temecula) Northern San Diego County North And Western Imperial County Summary Of Production Section 4 Conclusions Aggregate Production Within The I-15 Corridor Area Inland Aggregate Transfers Additional Sources Of Aggregate Summary Of Aggregate Production References Figures 1-1 Study Area Along The I-15 Corridor 3-1 Aggregate Mines In The I-15 Corridor Area 3-2 Aggregate Mines In The Temescal Valley & Lake Elsinore Areas Tables 3-1 Operating/Permitted Mines In The City Of Corona 3-2 Operating/Permitted Mines In The Temescal Valley Of Riverside County 3-3 Operating/Permitted Mines In The City Of Lake Elsinore 3-4 Aggregate Sources In The Rest Of Southwestern Riverside County 3-5 Aggregate Production Summary 4-1 Aggregate Production Sources In The I-15 Corridor And Related Areas In Southwestern Riverside County And Northern San Diego County 4-2 Summary of Aggregate Supply 1 -1 20080914 Summary Report on Local Production and Consumption of Aggregates along the I-15 Corridor and Related Areas of Southwestern Riverside County and Northern San Diego County, California Section 1 Introduction The City of Temecula has initiated steps for the annexation of land located southwest of the City limits. The City commissioned our study to examine existing and future aggregate production along the I-15 corridor and related areas in Southwestern Riverside County and Northern San Diego County. In part, this study compliments an earlier study by this firm: Aggregate Resources In The Temecula And Surrounding Inland Empire Areas –Development Opportunities & Current Conditions (Cato Geoscience, 2008). These reports also address the State requirement that land use decisions affecting potential mineable resources be considered in terms of an impact on resources extraction as part of the CEQA process. These efforts have been spurred in part by a separate and independent process conducted by a private mining company; the company has filed an application for a surface mining permit with Riverside County and a Notice of Preparation for an Environmental Impact Report and Issuance of an Initial Study on 155 acres within the proposed annexation area has also been filed. A large new aggregate mining operation with sand and aggregate along with concrete and asphalt generation could provide needed supplies to the construction industry in southwest Riverside County and to San Diego County that is seeing permitted reserves being depleted. Alternatively, the development of existing un-permitted reserves and resources adjacent to existing mining operations could have the same benefit. As well, the development of new resources or undeveloped resources in many other areas in the region, away from the annexation area, could also have the same benefit as the opening of a new mine. Yet other alternatives that could have some of the same benefits could be imports from outside the region such as in San Diego and Los Angeles, offshore sources of material, and from recycled concrete and asphalt. Except for recycling, these aspects were discussed in the previous study. Our present study focuses on production and consumption in the Corona to Temecula I-15 corridor and related areas of southwest Riverside County. Scope Of Work By focusing on the existing mining operations along the I-15 corridor and related areas in southwestern Riverside County, an accurate inventory of active aggregate production will be 1 -2 20080914 created. In doing so, one may understand the ability of the existing mines to continue production for the local area, as well as attempt to ascertain the percentage of local production transported out of the County into San Diego County. Where possible, we obtained information concerning secured property with resources that are not yet permitted that may serve to extend existing mine life and production longevity. It must be understood at the outset that the type of information sought is generally considered proprietary and confidential by the mineral extraction and mining companies. While this is an inventory and analysis study with personal interviews about minespecific, the limited access to information and data necessitated many estimates be made. However this approach is comprehensive because it attempts to portray a “snapshot in time” of the actual aggregate production that currently occurs in the study area. Therefore we can only report on specifics where they exist, and must make reasoned assumptions leading to conclusions. The examination includes review of mining permit and mine plans of operation and related environmental impact reports from County and City files and sources. This study includes our review of the literature on this subject area. Methodology The methodology included a review of official records and personal interviews with representatives from mining companies, the County of Riverside, the County of San Diego, and the Cities of Corona and Lake Elsinore. The information and data collected was corroborated and combined with related information and data collected as part of our previous study. Our specific focus involved information and data concerning the following items: • Location of production identified by mine permit number, mine name, mine operator/owner; • Amount of permitted reserves; • Amount of permitted annual production; • Amount of period of years of total production (mine life); • Amount of potential mineable resources not yet permitted on secured property; and, • Destination/locations of sold or delivered product. Un-permitted resources on secured property and adjacent to existing mining operations are major sources of future reserves. The ability of a mine to incorporate adjacent areas is frequently overlooked in formal mining studies, but in fact are one of the most important methods that mining companies use to increase their reserves and extend the life of existing mines. Further, the length of time from obtaining this new land to production of resource is often shorter, in terms of permitting, than it would be for starting a new mine in a previously un-mined area. 2-1 20080914 Section 2 Production/Consumption Data, Reserves, And Aggregate Needs Production/Consumption Data And Information The State of California has maintained a historic record of mineral production along the I-15 Corridor and related areas in Riverside and San Diego County (Anderson, et. al, 1979A, 1979B, Beeby, et al, 1999, Busch, 2007, 2006, California Division of Mines and Geology, 1981, 2007, Clickenbeard, J. P., 1988, 1989, Evans, et. al, 1979, Joseph, 1982, 1985, Kohler, 2002, 2006, 2007, Kohler, et. al, 1982, Miller, 1988, 1991, Miller and Corbaly, 1981, Miller and Shumway, 1991, and Strand, 1992). This information is based on individual mine extraction sites but only data mining areas are reported (see entire reference listing at end of this report). The actual information and data utilized for those reports are not available. These reports do not consider other sand and gravel and aggregate production outside of those production areas; in some cases this production is a significant amount. The areas studied by the State involve a very small percentage of the southern California landscape, but huge potential aggregate sources exist in the regions that are not actively being mined, or evaluated, or studied (Cato Geoscience, 2008). The U.S. Geological Survey also publishes periodic reports on aggregate production and imports to California, but their reports are not as specific to local areas (Cato Geoscience, 2008). These State and Federal reports have no or extremely limited information regarding the delivery location and destination use of the materials emanating from permitted mine sites. The State, in its market area and production/consumption area reports assumes the aggregate resource is used within the production/consumption area of each study. While our research indicates that the preparers of these reports realize the actual aggregate trade is more complex, the reporting data and conclusions nonetheless leads readers to believe that aggregate trade is confined to defined production/consumption regions. We believe this paints an inaccurate view of the actual market complexity, because in some areas much of the produced resource is transported to other production/consumption areas or the resource is transported to areas outside of these “official” production/consumption areas. The market reality is vastly more complex than that portrayed by the standard reporting mechanism. Also in rapidly developing areas, such as southwestern Riverside County, there is significant production from outside of the States’ production/consumption areas that is imported into these production/consumption areas. For example, some production from San Bernardino County (Lytle Creek area), significant production from southwestern Riverside County, some production from the Coachella Valley, the Beaumont area and Banning Pass, and significant production from Imperial County is exported to San Diego County. The exact amount of aggregate export is unknown and can only be estimated; 2-2 20080914 however, very little or none of this transported resource is documented in the State’s reporting. In addition, there are reports of production in Arizona that ends up in San Diego County (as far back as 1987). In the late 1980’s and early 1990’s production from the Morongo Reservation (Jack-Rabbit Trail area) and Soboba Indian reservation was transported to San Diego County. And then there are imports by ocean barge shipped to San Diego and Los Angeles from Mexico. Existing State Reports On Regional Aggregate Production, Permitted Reserves, And Aggregate Needs As discussed in the previous section, the State of California, California Geologic Survey maintains data on the State’s aggregate production, permitted reserves, and aggregate needs for the future (Koehler, 2006, 2007). For the larger Southern California Production/Consumption areas the 50-year permitted reserves and needs are listed below. Data are reported in million tons (MT) or million tons per year (MTY): Production-Consumption Region 50-yr Permitted Reserves 50-yr Need San Gabriel Valley 370MT 1,148 MT Upland-Clairemont 147 Mt 300 MT San Bernardino 262 MT 1074MT Palm Springs 156 MT 295 MT Temescal Valley 355 MT 1,122 MT San Diego County 198 MT 1,164 MT Other data from the State indicates production per year for certain production within the regional summary areas above, in some local areas, as follows: Local/Region Range of Production (MTons per Year) San Gabriel Valley 10 to 15 Upland-Clairemont 2 to 5 Badlands/Banning Pass 7.0 to 15.0 San Bernardino 0.5 to 2.5 Palm Springs 0.5 to 2.0 Temescal Valley 7.0 to 15.0 San Marcos/Bonsall 0.5 to 2.5 San Diego Area 3.0 to 7.0 W. Imperial County 1.0 to 4.0 After reviewing this data one would conclude that the region will not have adequate aggregate supplies to meet 50-year demands. We would agree that over this 50-yr forecasting period the data suggest an aggregate shortage, but we do not agree that a 50-yr period can accurately portray the actual complex and dynamic market situation. For example, in the 1-15 corridor that we studied the vast majority of mine permits do not extend to 50 years, and even when first permitted 2-3 20080914 most mine permits are on the range of 20 to 30 years. Thus, by using the low resolution 50-yr window much production is not assessed and this presents a view that underreports the actual permitted reserves that will occur. In addition as the rest of this report will show, we believe the production from the I-15 corridor is more than what is typically reported. Permitted Mine Production, Permitted Reserves Our research included a search of files at the Riverside County Transportation and Land Management Agency (RCTMLA), as to County Mining and Reclamation permits, SMARA (Surface Mine And Reclamation Act) Mine and Reclamation Plans, and associated environmental reports. The data provides a good sampling of part of the study area, but, for example, not the entire extent of the Temescal production consumption area – one of the larger production areas within the study area. We also contacted the Cities of Corona and Lake Elsinore regarding mines and borrow areas operating in their jurisdiction that are not regulated by Riverside County. We obtained information about SMARA-approved sites from the Riverside County Transportation Department from RCTMLA regarding their borrow pits and material sites associated with County road repair and maintenance. For example, we also contacted the Riverside County Transportation Department Materials Yard/Pit Manager for the aggregate production during the past year for sites in southwest Riverside County (See Figure 3-1). From this interview and other sources, we estimate that about 100,000 to 200,000 tons per year was cumulatively produced from these sites and would have been consumed within Riverside County. There is information in the above mentioned County mine permit files and from various city sources that shows production numbers and the volume of permitted reserves. In several cases this information contradicts and exceeds the life expectancy for mines that are reported in the Enviromine report (Environmine, 2007). Section 3 of this report gives more information on individual mines. We included the mines in northern San Diego County in this study and note that these mines predominately ship aggregate southward into the more populated areas of San Diego County. These would be the aggregate sources along the San Luis Rey River and adjacent areas and the mines in the San Marcos area. In addition to data available from Riverside County or Cities, information was provided by mining company representatives that we interviewed. As mentioned in Section 1, much of the information we sought is generally considered proprietary and guarded by the companies we interviewed. Thus, a complete “picture” of production was rarely available from one source. Indeed, there is even information at the regulatory offices that is considered proprietary and 2-4 20080914 unavailable for viewing. In order to develop an overall understanding of production and delivery a multi-faceted approach to discovery was utilized. We recognize the uncertainties in estimates such as this; however, we place confidence in our diligence and judgment in comprising this summary that the results are an accurate portrayal of the aggregate production and consumption in the study area. As to an overall estimate of the amount of aggregate resource that is exported from southwest Riverside County to San Diego County, the estimates are varied. The question of “where are the materials transported to” is one of the most problematic areas of our study to characterize. To determine this issue we made contacts with 15 companies (involving 13 County mine permit sites, 2 Corona mine permit sites, and 3 Lake Elsinore mine permit sites). Section 3 portrays this information and data in more detail (also see Figure3-1 and Tables 3-1 to 3-5). Overall, it seems that 10 to 20% of production from Riverside County is exported south to San Diego County. However, some report that 30% of their production is exported to San Diego County and that overall the cumulative amount of all companies’ exports to San Diego exceeds 20%. In addition significant amounts of aggregate (greater than 5%) are shipped to Los Angeles County. We note that even the State recognizes that a significant amount of the Temescal production is shipped to Orange County and has grouped the Temescal and Orange County into one production/consumption area. Recycling of asphalt has become a common practice for some manufacturers of asphalt. Increased use of recycled asphalt reduces the need for new aggregate produced from mines, reduces hauling costs, and reduces truck traffic. It also reduces the purchase and haulage of new asphalt oil for the manufacturing of new asphalt, because the finished recycled asphalt product has about 50% of the aggregate and oil components from the recycled asphalt materials. In both ways, this reduces the back haul-haul-empty of aggregate deliveries with returns of new recycled asphalt from recycled broken asphalt delivery. Likewise, increased usage of recycled concrete will lessen the demand for new aggregate for aggregate fill and road base. 3-1 20080914 Section 3 Discussion of Aggregate Production By Area This Section discusses aggregate production in three areas along the I-15 corridor and other nearby areas. This section is divided into the Corona area, the Temescal Valley area, the Lake Elsinore area, and the Southwestern Riverside County area (north and northeast of Temecula). Corona Area There are three operations permitted in the Corona area (see Table 3-1). Staff at the City of Corona regulates these operations. Don Copp Crushing -Prado Pit. The site is near Highways 71 & 91, and several miles west of I-15, but is still considered to be in the Corona area. Production comes from alluvium and alluvial terrace deposits and produces primarily sand with a large percentage of aggregate. Production from this pit is estimated to be on the order of 200,000 to 500,000 tons per year. Permitted and unpermitted reserves at this site are estimated on the order of 4 to 6 million tons. All American Asphalt. This company, headquartered in Orange, California, manufactures significant amounts of finished asphalt and a significant amount utilizes recycled asphalt mixed with new asphalt. Aggregate is used to produce finished product at the Corona plant and the plant in Orange. This site is east of the Magnolia Avenue connections to I-15 in eastern Corona opposite the Vulcan Materials mine operations site. It does not appear that any of this product is exported to San Diego County via the I-15 corridor, but some of their product is transported to Orange County and some makes it to the coastal areas of San Diego County, focused around the Carlsbad area, along I-5. It is probably that their Orange County asphalt plant receives aggregate from the Corona plant. Production from this plant is estimated to be on the order of 3.5 to 4.0 million tons per year (MTY). Permitted reserves at this site are thought to be on the order of 8 to 10 million tons (MT). Expansion potential into unpermitted areas and adjacent properties is thought to be on the order of 8 to 10 MT. Vulcan Materials. This is a large mining operation that is located east of the Magnolia Avenue connection to I-15 in eastern Corona on the opposite side of All American Way to the south of the All America Asphalt site. As with All American Asphalt, Vulcan produces aggregate from Temescal Wash alluvium and/or terrace deposits. Production from this plant is estimated at 2-3 MTY and amount permitted is thought to be around 10 MT. Expansion potential is thought to include as much as 15 MT’s. 3-2 20080914 TABLE 3-1: Operating/Permitted Mines In The City Of Corona Mine Name Location Mine Status Resource Don Copp Crushing-Prado Pit Corona Active Sand & Gravel All American Asphalt Corona Active Sand & Gravel Vulcan Materials Corona Active Sand & Gravel PCC grade Temescal Valley Area There are nine operations permitted in the Temescal Valley area (see Table 3-2). Staff at Riverside County regulates these operations. 3-M Corporation. The mine plan indicates production of 1 MTY rock for roofing granules, and 4 MTY aggregate, with a 50-year supply and 500,000 ton/year waste, with un-permitted reserves of 100 MT or more. Recent information suggests that 3-M obtains the rock for roofing granule manufacturing from FST. Frank Smith Trucking (FST). FST produces approximately 3 MTY. We estimate they have about 10 – 15 MT’s permitted and could probably develop another 100 MT or more involving property additions. Gail Materials. Based on mine plan information the site was permitted for 250,000 -400,000 tons/year production, with 9,750,000 tons permitted through 2007 as revised in mine plan amended. Hanson Aggregates. We estimate production at 1.5 to 2 MTY and 15 MT of permitted reserves. Paul Hubbs Construction. Based on their mine plan, production is approved for 75,000 tons/year rock (rip rap), 5,000 tons/year other and 10,000 tons/year waste. We believe they have a 12 year permitted volume, or 900,000 tons. We estimate that another 500,000 tons or so could be developed at this site. Werner Corporation. Based on mine permit and mine plans, there are three sets of information for the three pits that this company operates. Glen Ivy 1 is approved for 1.8 MTY; however, expansion is approved for 3 MTY for 30 years (1991-2021) or with production of 750,000 tons per year for 35 years, or 26,250,000 tons, with 110 trucks per day. Glen Ivy 2 is approved for 1.8 MT’s or 46 million tons, over 35-years (750,000 tons/year). Glen Ivy 3 is approved for 3 MTY for 30 years at 750,000 tons/year (or for 35 years with a total production of 26,250,000 tons). 3-3 20080914 J. R. Chandler Aggregates. The Chandler/Noble expansion is approved for 25 MT’s of permitted reserves, increasing (7.65 MT’s, 150 trucks/day, Reserves of 60 MT’s, with reserves added by change up to 67 MT, Production of 600,000 tons/year (1980-1993). With Chandler extending mine life to year 2028 production will be 800,000 to 900,000 tons/year, with estimated production of 60,000 tons/year of rock dust, clay silt (at extraction value or 765,000 tons for the life of mine at rate of 600,000 tons/year production, with 95 trucks per day). R. J. Noble. This site is approved for 25 MT’s reserves, increasing about 30% (7.65 MT’s, with150 trucks/day. CEMEX. This site is approved for 8,600,000 cubic yards; 344,000 yards/yr (peak) 688,000) yards/yr with a 25 year mine life 1992-2017. We believe that most production from Corona is used in southwestern Riverside County; most is sent to ready-mix companies. (Some ready mix into Temecula is transported to San Diego County). The CEMEX Lytle Creek plant in Rialto supplies materials to Superior Ready Mix that transports the material to Escondido (and further in San Diego County). TABLE 3-2: Operating/Permitted Mines In The Temescal Valley Of Riverside County Mine Name Location Mine Status Resource 3M Corp Corona-Temescal Canyon Temescal Canyon Active Sand & Gravel PCC grade Frank Smith Trucking (FST) Temescal Canyon Active Sand & Gravel PCC grade Gail Materials Mobile Temescal Canyon Active Sand & Gravel Hanson Aggregates Eagle Valley Quarry Temescal Canyon Active Sand & Gravel PCC grade Paul Hubbs Construction Harlow Quarry Temescal Canyon Active Sand & Gravel Werner Corp – Mahew Canyon Temescal Valley, Glen Ivy Active Sand & Gravel PCC grade J.R. Chandler Aggrs. Inc Coldwater/Chandler Temescal Valley, Glen Ivy Active Sand & Gravel PCC grade R.J. Noble Coldwater Temescal Canyon, Glen Ivy Active Sand & Gravel PCC grade CEMEX – Mahew Canyon Temescal Canyon, Glen Ivy Active Sand & Gravel PCC grade Lake Elsinore Area There are three operations permitted in the Lake Elsinore area (see Table 3-3). Staff at the City of Lake Elsinore regulates these operations. WYROC: This is one of the recycling mines located north of Lake Elsinore. This mine is in the process of reclaiming some of its pits. As part of this reclamation, some of the overburden materials at the site are planned to be sold as aggregate. The amount of aggregate to be produced, and that was reported at the December 12, 2007 SMGB (State Mining and Geology Board) meeting, is estimated to be 11 to 12 MT’s over a 36-month period. Actual production is thought to be 2 to 3 MTY that is a new source of aggregate. 3-4 20080914 Elsinore Ready Mix. The owner of the plant and property recently passed away, and the operation is shut down. We are in the process of determining the future plans of this operation and are in discussions with the City of Lake Elsinore staff. Pacific Aggregates (WYROC). This is a new operation that opened up a few years ago and is excavating rock out of hillsides on the east side of I-15. The operator is mining as much as 2 MTY and is permitted up to 11 MT’s over a 4 year period. We estimate that up to an additional 5 MT’s could be mined at this site. TABLE 3-3: Operating/Permitted Mines In The City Of Lake Elsinore Mine Name Location Mine Status Resource WYROC Lake Street Plant Lake Elsinore Active Sand & Gravel Elsinore Rdy Mix Mt Ave Pit 2 Lake Elsinore Active Sand & Gravel Pacific Aggregate Mt Ave Pit 2 (WYROC) Lake Elsinore Active Sand & Gravel PCC grade Southwestern Riverside County (north and northeast of Temecula) The State was petitioned by Crestmore Materials (Hansen) to perform a Mineral Classification of a property near Romoland. It is on the southwestern flank of a small mountain called Double Butte. The State’s MRZ classification is for concrete-grade aggregate, and base-grade aggregate. Other areas were classified as potential un-quantified resources for production of aggregate. Future plans for this site are unknown, but the volume of rock that could be mined at this site is thought to range from 2 – 25 MT’s depending on the mining approach. The State was also petitioned by Owl Rock Products/Superior Ready Mix to perform a Mineral Classification of the Wilson Creek Property that is located west of Aguanga near Temecula Creek where sand and gravel mining has historically been mined. The classification was for alluvial sand and gravel. Much of the granitic and arkosic bedrock of the area was classified as potential un-quantified resources for aggregate. We found no permit or plan at Riverside County. County of Riverside Transportation. There are several active SMARA-approved sites the County maintains that are referred to as Borrow Pits and Material Site Yards in southwestern Riverside County. These are listed in the Table 3.4. Some are small and seldom utilized, but there are a few large and medium-sized sites with more activity in southwestern Riverside County. We estimate that the annual production from the six pits ranges from 50,000 to 100,000 tons (0.05 – 0.1 MT’s). The cumulative volume that could be obtained at these sites is thought to range from 0.5 to 1 MT’s. 3-5 20080914 CalTrans. There are no CalTrans (California Department of Transportation) material sites in southwestern Riverside County. Nevertheless CalTrans projects and subcontractors make a significant amount of aggregate concrete and asphalt materials involved with highway repairs and rebuilding and enlarging of freeways and off-ramps and bridges locally amounting to significant production of this finished material that does not originate from private mines. This is unreported but significant production not from permitted private mines, but occurs from CalTrans sites in highway construction or County Yards and Pits regarding recycling of concrete, asphalt and excavation and manufacturing of sand and aggregates from highway cuts and cut slopes. These are supplies of aggregates not indicated in the Enviromine report regarding existing resources in remainder of Riverside County or the region. TABLE 3-4: Aggregate Sources In The Rest Of Southwestern Riverside County Mine Name Location Mine Status Resource Homeland/Romoland Area Winchester Aggregate Site Romoland Pending Sand & Gravel Aguanga/Wilson Creek and Anza-Terwilliger Areas Aguanga Wilson Creek Aguanga Active Sand & Gravel Shamrock Aguanga Not Active Sand & Gravel Riverside County Borrow Pits And Materials Yards Little Lake Pit Hemet Periodic Sand & Gravel Juniper Flats Pit Hemet Periodic Sand & Gravel (Decomposed granite) Marcum Material Yard Perris/Mead Valley Active Sand & Gravel Terwilliger Road Pit Anza/Terwilliger Active Sand & Gravel Other Sources Bundy Canyon Pit (Waste Management Corp) Lake Elsinore Active Sand & Gravel/Decomposed Granite Temecula E. Benton Pit Temecula Temecula Active Sand & Gravel Beaumont Brookside Materials Beaumont Active Sand & Gravel North San Diego County There is currently one major producing site of sand and gravel and aggregates in North San Diego County, this is the National Quarries in San Marcos (WYROC). Rosemary Mountain at Pala is pending and expected to come online in the next year or two at 1.1 MTY for 20-years. Since the early 1960’s, large quantities of high quality aggregate was produced from the Pala Indian Reservation (Conrock/CalMat/Vulcan). In the 1980’’s and 1990’s a few private operations produced sand and gravel and aggregates from the San Luis Rey Riverbed in the river segment from the Pala Indian Reservation to Monserate Narrows (Hansen). These operators used surface equipment and clam-shell crane excavators to excavate riverbed deposits to about 60-ft in depth. 3-6 20080914 Most of those operations have been quelled due to regulatory issues and the only production is periodic and for individual jobs. The Gregory Mountain landfill, has been approved by San Diego County, but operations are still tied up in with disputes; there could be some future production from this source. Further south, there is production from two big mines in Oceanside, Palomar Grading and Paving and Vulcan Materials Company. There is also more minor production regulated by Cities in San Diego County. There is dredging in San Diego Bay, but at present we do not believe it is used onshore. There are also planned ocean imports of aggregate in San Diego Bay, Ensenada, and at Long Beach. National Quarries, San Marcos (WYROC). This aggregate production site is the only currently producing site for production of aggregates in the northern part of western San Diego County (North County). We estimate production from this site is 1 MT per year of mafic quartz diorite and gabbro. Granite Construction (Rosemary Mountain). This is a proposed site for 1.1 million tons per year production of granitic bedrock for 20 years once it commences production. Gregory Canyon Landfill. This is a proposed site that could produce aggregate at the beginning of its life, once it begins production, of both riverbed and bedrock deposits. North and Western Imperial County Some of the mines operating in north and western Imperial County export resources into San Diego County. There is currently one major producing site of sand and gravel and aggregates in northwest Imperial County, near Wonderstone Creek site near Salton City that is operated by “Aggregate Materials Company”. There are sites east of Borrego north of Borrego Mountain where there are several operations producing sand and gravel on BLM (U.S. Bureau of Land Management) areas and adjacent lands (northwest of Plaster City). There are sites on the south side of Borrego in the Carrizo Mountains to the northwest of Ocotillo and I-8 from BLM and adjacent lands; and there are many sites on BLM lands near the Highline Canal in the East Mesa west of the Algodunes Dunes. Sites of aggregate production also occur for projects of the U. S. Bureau of Reclamation involving the All American Canal Lining project, as well as established material sites associated with operations since the late 1950s, as well as material sites for Imperial Irrigation District, Imperial County Road Department and CalTrans not reported here. There are also sites on the east/northeast side of the Salton Sea; most production is from BLM lands and goes north to the Coachella Valley, but some is thought to go southwest into San Diego County. 3-7 20080914 TABLE 3-5: Aggregate Sources In Or Near Northern San Diego County Mine Name Location Mine Status Resource Northern San Diego County National Quarries, San Marcos (WYROC) Vista Active Sand & Gravel PCC grade Rosemary Mountain (Granite Construction) Pala Pending Sand & Gravel PCC grade Gregory Canyon Landfill Pala Pending Sand & Gravel North and West Imperial County Wonderstone Wash (Aggregate Materials) Salton City Active Sand & Gravel PCC grade Borrego-Carrizo Mountains NW of Plaster City Periodic Sand & Gravel Ocotillo, north of I-8 Ocotillo Periodic Sand & Gravel Highline Canal BLM and private sites West of Algodones Dunes Periodic Sand & Gravel San Diego County road pits San Diego County Periodic Sand & Gravel Summary of Production The production information contained in this section’s narrative is tallied in Table 3-6. While we attempted to be judicious in data collection and with the development of this data -all of this information should be considered an estimate. The production from each geographic area is summarized separately and reported below. The four major production areas analyzed cumulatively produce approximately 26 to 38 million tons of aggregate per year. There is over 270 million tons of aggregate remaining in-place that is permitted. Estimating the non-permitted aggregate reserves on existing or nearby properties is more speculative but we estimate that over 325 million tons of aggregate could be potentially developed in the existing mining areas. (See Table 4-2 Summary of Aggregate Supply). TABLE 3-6: Aggregate Production Summary Mine Name Annual Production Estimate (MTY) Permitted Volume Estimate (MT) Proximal reserves estimate (MT) Corona Area Mines Don Copp Crushing-Prado Pit 0.2 – 0.5 3 2 -3 All American Asphalt 3.5 -4 8-10 8-10 Vulcan Materials 2-3 10 15 Coronal Area Subtotal 5.7 – 7.5 21 -33 25 -28 Temescal Valley Mines 3M Corp Corona-Temescal Canyon 3 – 4 90 – 120 100 Frank Smith Trucking (FST) 2 – 3 10 -15 100 Gail Materials Mobile 0.25 – 0.4 9.75 10 -15 Hanson Aggregates Eagle Valley Quarry 1.5 -2 15 5 Paul Hubbs Construction Harlow Quarry 0.075 – 0.1 0.9 0.5 3-8 20080914 Werner Corp – Mahew Canyon – Glen Ivy 1 Glen Ivy2 Glen Ivy 3 1-2 1.5-3 1-2 12-15 20 – 23 12-15 15 20 15 J.R. Chandler Aggrs. Inc Coldwater/Chandler 2-3 15 -18 8 -10 R.J. Noble Coldwater 2-3 6 5 CEMEX – Mahew Canyon 0.4 – 0.5 8.6 2-3 Temescal Subtotal 14.7 -23 199 -246 281 -289 Lake Elsinore Mines Elsinore Rdy Mix Mt Ave Pit 2 0 2 -3 2 WYROC recycling 2-3 11 0 Pacific Aggregate Mt Ave Pit 2 (WYROC) 2 10 – 11 5 Lake Elsinore Subtotal 4 -5 13-25 7 Rest of Southwestern Riverside County Multiple sites 0.1-0.5 0.5 0.5 -1 County borrow pits 0.05 -0.1 0.5-1 1 SW Riverside County Subtotal 0.15 -0.6 1 – 1.5 1.5 -2 Northern San Diego Mines County And Imperial Mines Supplying to North County National Quarries, San Marcos (WYROC) 1 10 5 Rosemary Mountain (Granite Construction) 0 22 5 Gregory Canyon Landfill 0 1? 0 Wonderstone (into San Diego County) 0.3 4-5 2-5 Misc other Imperial sites 0.5 1-2 1-2 North San Diego County & Imperial County Subtotal 1.8 39-40 13-17 Grand Totals 26-38 273-346 328-343 4 -1 20080914 Section 4 Conclusions In accordance with your request, we have completed our study regarding an assessment of the current aggregate production along the I-15 Corona to north San Diego Counties and nearby areas. Aggregate Production Within The I-15 Corridor Area As part of this study we obtained production amounts and consumption data regarding the extraction of aggregate materials from sites along the I-15 corridor, these are listed in Table 4-1. We investigated other government aggregate material sites and found that CalTrans, U.S. Bureau of Land Management and the U.S. Forest Service have no material sites, Sand and Gravel Free-Use Permit sites, Material Site Right-of-Ways, or Mineral Material Contracts on federal lands in the southwestern Riverside County area. There are no U.S. Army Corps of Engineers flood control basins nearby where they routinely must haul out the flood debris, that in southern California and in much of the southwestern United States would have sand and aggregate materials deposited for disposal (as in the Irwindale area to west-northwest, in Los Angeles County). Most of our work involved developing estimates regarding production at active mines in the study area. We reviewed official records and conducted personal interviews with representatives from mining companies, the County of Riverside, and the Cities of Corona and Lake Elsinore. The information and data collected was corroborated and combined with related information and data collected as part of our previous study. We made contacts with 15 companies (involving 13 County mine permit sites, 2 Corona mine permit sites, and 3 Lake Elsinore mine permit sites). The active aggregate mines that operate in the I-15 corridor area are shown in Table 4-1. Un-permitted resources on secured property and adjacent to existing mining operations are major sources of future reserves. The ability of a mine to incorporate adjacent areas is frequently overlooked in formal mining studies, but in fact are one of the most important methods that mining companies use to increase their reserves and extend the life of existing mines. Further, the length of time from obtaining this new land to production of resource is often shorter, in terms of permitting, than it would be for starting a new mine in a previously un-mined area. 4 -2 20080914 Aggregate production in the I-15 corridor in northern San Diego and some western Imperial Counties is shipped south into the urbanized portions of San Diego County. This production is currently at its lowest rate in several years (about 1.8 MTY), but is expected to increase to about 2.9 MTY when Rosemary Mountain comes online in the near future. TABLE 4-1: Aggregate Production Sources In The I-15 Corridor And Related Areas In Southwestern Riverside County And Northern San Diego County Mine Name Location Mine Status Resource Don Copp Crushing-Prado Pit Corona Active Sand & Gravel All American Asphalt Corona Active Sand & Gravel Vulcan Materials Corona Active Sand & Gravel, PCC 3M Corp Corona Temescal Canyon Active Sand & Gravel, PCC Frank Smith Trucking (FST) Temescal Canyon Active Sand & Gravel, PCC Gail Materials Mobile Temescal Canyon Active Sand & Gravel Hanson Aggregates Eagle Valley Quarry Temescal Canyon Active Sand & Gravel, PCC Paul Hubbs Construction Harlow Quarry Temescal Canyon Active Sand & Gravel Werner Corp – Mahew Canyon Temescal Valley, Glen Ivy Active Sand & Gravel, PCC J.R. Chandler Aggrs. Inc Coldwater/Chandler Temescal Valley, Glen Ivy Active Sand & Gravel, PCC R.J. Noble Coldwater Temescal Canyon, Glen Ivy Active Sand & Gravel, PCC CEMEX – Mahew Canyon Temescal Canyon, Glen Ivy Active Sand & Gravel, PCC WYROC Lake Street Plant Lake Elsinore Active Sand & Gravel Elsinore Rdy Mix Mt Ave Pit 2 Lake Elsinore Active Sand & Gravel Pacific Aggregate Mt Ave Pit 2 Lake Elsinore Active Sand & Gravel, PCC Riverside County Borrow Pits And Materials Yards Little Lake Pit Hemet Periodic Sand & Gravel Juniper Flats Pit Hemet Periodic Sand & Gravel Marcum Material Yard Perris/Mead Valley Active Sand & Gravel Mead Valley Marcum Pit Perris/Mead Valley Periodic Sand & Gravel Terwilliger Road Pit Aguanga Active Sand & Gravel Aguanga Aguanga Active Sand & Gravel Other Riverside County Sources Bundy Canyon Pit (Waste Management Corp) Lake Elsinore Active Sand & Gravel Temecula E. Benton Pit (Beaumont Brookside Materials Yard or Beaumont Pit) Temecula Active Sand & Gravel 4 -3 20080914 Beaumont Brookside Materials Beaumont Active Sand & Gravel Northern San Diego County National Quarries, San Marcos (WYROC) Vista Active Sand & Gravel, PCC Rosemary Mountain (Granite Construction) Pala Pending Sand & Gravel, PCC Gregory Canyon Landfill Pala Pending Sand & Gravel North and West Imperial County Wonderstone Wash (Aggregate Materials) Salton City Active Sand & Gravel, PCC Borrego Mountain NW of Plaster City Periodic Sand & Gravel So of Carizzo Mountains Ocotillo north of I-8 Periodic Sand & Gravel Highline Canal BLM and private sites West of Algodones Dunes Periodic Sand & Gravel San Diego County road pits San Diego County Periodic Sand & Gravel The four major production areas analyzed cumulatively produce approximately 26 to 38 million tons of aggregate per year. There is over 270 million tons of aggregate remaining in-place that is permitted. Estimating the non-permitted aggregate reserves on existing or nearby properties is more speculative but we estimate that over 325 million tons of aggregate could be potentially developed in the existing mining areas. (See Table 4-2 Summary of Aggregate Supply). Table 4-2: Summary Of Aggregate Supply Production Area Annual Production Estimate (MTY) Corona Area 5.7 – 7.5 Temescal Valley Area 14.7 -23 Lake Elsinore Area 4-5 Southwestern Riverside County (north and northeast of Temecula) 0.15-0.6 Northern San Diego County and western Imperial County 1.8 Total 26 -38 4 -4 20080914 Inland Aggregate Transfers There are 29 active aggregate mines that currently operate in Riverside County as compared to the 15 mines that operate within the I-15 corridor and related areas. Most of these mines operate near other mines or in areas where mining has historically been conducted. Some of this aggregate is transported out of the County, but there is also much intra-County transport of aggregate into the study area. For example, aggregate from the Beaumont/Banning Pass areas is thought to come into the northern and eastern side of the I-15 corridor area. There is some production from the Hemet Plain/San Jacinto River basin that also makes it into the area. For a long history and continuing, aggregates from Riverside have been shipped to Los Angeles County and primarily Orange County. Most of that production has been and continues to be from the permitted mines along the I-15 corridor in Riverside County, including asphalt producers using aggregate from this area. We estimate that from 7 to 12 MTY are exported to Orange County from Riverside County from all sites, predominantly from Temescal Valley area. We do not have values of tonnages that also may be exported to Los Angeles County but expect that that amount is included within the range we deduced for transport to Orange County (or through Orange County). Exports to San Diego County are estimated to be 3 to 8 MTY from southwestern Riverside County whether as aggregate, ready-mix concrete or finished asphalt products. The bulk of this is from the I-15 corridor, but also contributed from other southwestern Riverside County locations. It would be unreasonable to assume that no shipments are made to San Bernardino County or to the Coachella Valley of Riverside County or beyond whether as aggregate, or as aggregate in concrete ready-mix and aggregate in finished asphalt (as in eastern Riverside County, such as Yucca Valley/29-Palms and Blythe). We estimate from 100,000 to 300,000 tons per year is exported to San Bernardino County, 200,000 to 400,000 tons per year to locations in the Coachella Valley, and from 50,000 to 250,000 tons per year to Riverside County at points eastward as far as Blythe, or beyond into Arizona in the immediate area there. Developing a firm estimate for these intra-County imports was beyond the scope of our study, but it is not unreasonable to think that amounts on the order of 1 to 3 million tons/year. In addition aggregate is transported into the corridor area from San Bernardino County, probably on the order of around 100,000 to 300,000 tons/year. The total amount of aggregate that could be imported is of significant volume and could easily exceed these amounts. Because of the aggregate reserve volume in the surrounding areas and the existing mine/transport infrastructure in these areas, we believe that future market needs, rather than a limitation of the aggregate resource, will determine the amount of aggregate that is imported in the I-15 corridor. However, we do not see a justification to predict future shortages of aggregate sources – permitted or unpermitted. 4 -5 20080914 Inter-county transfer of aggregate occurs from Riverside County to Los Angeles, Orange, and San Diego Counties. Most of the production to Los Angeles is from sources that are located north and west of the study area, including from the Port of Long Beach that also supplies Orange County. The amount of aggregate, produced in the I-15 corridor area that is exported south to San Diego County is estimated to be on the order of 10 to 20%. Some believe that as much as 30% of the production is exported south, and if so, then the figures we report should be increased. Ten to twenty percent of the current production would be about 3 to 8 million tons of aggregate per year that is exported through the I-15 corridor to San Diego County. Aggregate use in the Temecula and southwestern Riverside County areas has risen as population and housing has grown. The current estimate for aggregate need in the study area is as follows (Cato Geoscience, 2008): Riverside County (entire County) 10,344,020 to 13,174,220 ((tons/year) Temecula 384,180 to 499,434 Aggregate in Orange County is supplied almost exclusively by sources in the I-15 corridor. The large producing areas of Corona, Temescal Valley, and Lake Elsinore appear to have three major markets: Orange County, local Riverside County users, and San Diego County. To estimate the amount exported to Orange County, we performed a calculation as above and assumed aggregate usage ranges from 5 to 6.5 tons/person/year. The Orange County population in 2006 was 3,002, 048, thus the aggregate need (tons/year) for Orange County is as follows: Orange County 15,010,240 to 19,513,312 If we contend all of Orange County is supplied by the I-15 corridor area (which is a worst case and probably unrealistic scenario that represents an upper bound) then 15 to 19 MTY is transported from this area to Orange County; we believe a more realistic actual number is in the range of 7 to 12 MTY. Further, we stated above that 3 to 8 MTY goes from the corridor mines to San Diego County. So, from 10 to 20 MTY is transported away from the area as inter-county transfers. The cumulative production from the main three areas is 24 to 35 MTY, so if you subtract the export that leaves 14 to 15 MTY that is used locally in Riverside County. This remaining production exceeds the 10 to 13 MTY that Riverside County needs. Additional Sources Of Aggregate There are large areas in Riverside County, San Diego County and Imperial County that could provide enormous amounts of aggregate to the region. It is expected that those areas, with suitable geologic conditions for mineral aggregate resources, will be developed in the future as many any of those areas are amenable for securing property and obtaining mine permits. In terms of volume, we estimate that amount 4 -6 20080914 of area that could be developed could conservatively exceed by over 10 times the amount of current lands having permits or even identified by the State of California. Imports of aggregate to California are increasing from Canada and Mexico, with Southern California receiving aggregates by ocean barge shipment to ports in San Diego and Los Angeles. These imports are expected to increase, and the impact will be most significantly felt in San Diego and Los Angeles County. However, this may also result in a lower demand of exported aggregate that is produced in Riverside County. The affect of imported aggregate was not reported in the Enviromine Report. In the future it is anticipated that sand and aggregate production offshore from the southern California Coast will occur. That would further lessen the need for exports from Inland area aggregate mines. Continuing and increased asphalt recycling into new asphalt finished products will certainly reduce the demand for new aggregates for road construction and repair. The use of recycled demolition concrete, for fill and road base, will further reduce the need for new aggregate. It should be noted that aggregate produced in the region is not all the same quality. The proposed Liberty Quarry would produce a high quality of crushed stone that will be used for construction aggregate and Portland cement grade aggregate. However, some of the alluvial deposits and most crushed stone that the regional producers use to currently produce construction aggregate and Portland cement grade aggregate is also of high quality. There is probably more waste or lower quality aggregate with some of the regional producers (more so with the alluvial sources), but there is a lot of high quality aggregate already being produced. Table 4-1 shows the mines that currently produce PCC grade aggregate (right hand column). Another point is that the granitic-type rock proposed to be mined at Liberty Quarry is similar in origin and engineering quality to much of the bedrock that exists exists in the Peninsular Ranges geomorphic province (everything south of the San Gabriel and San Bernardino Mountains all the way to the tip of Baja, Mexico). Thus, virtually all the possible sources of bedrock quarries and some of the alluvial sources that we discussed in our first report (Cato Geoscience, 2008) that could be developed would be of the higher quality aggregate. While rock at the proposed Liberty Quarry site is of good quality it is not unique, but rather is common throughout Southern California. Summary Of Aggregate Production Our findings show there are significant remaining reserves and undeveloped resources that exist in the region. The I-15 corridor and related areas in southwestern Riverside County currently produce enough aggregate to fulfill the area’s present construction needs. About 10 to 20 % of the aggregate produced is exported south to San Diego County. By expanding the current quarries we estimate that the lives of several of the major mines can be extended another 20 to 25 years. During this time we anticipate that new quarries will have come online; there is enough undeveloped resource within southwestern Riverside County to equal and exceed the volumes currently being produced (Cato Geoscience, 2008). References -1 20080914 REFERENCES Anderson, T. P., Loyd, R. C., Clarke, W. B., Miller, B. M., Corbaly, P., Kohler, S. L., and Bushnell, M. M., 1979, Mineral Land Classification of the Greater Los Angeles Area: Description of the Mineral Land Classification Project of the Greater Los Angeles Area: California Division of Mines and Geology Special Report SR 143, Part I, _____, 1979, Mineral Land Classification of the Greater Los Angeles Area, Classification of Sand and Gravel Resource Areas, San Fernando Valley Production-Consumption Area: California Division of Mines and Geology Special Report SR 143, Part II, Atwood, W. W., 1940, The Physiographic Provinces of North America: Boston, NewYork., Ginn and Company, 535 p., 1 Pl. Beeby, D. J., Miller, R. V., Hill, R. 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W., 1987, Mineral Land Classification of the Greater Los Angeles Area, Classification of Sand and Gravel Resources: Saugus, and Newhall production Region and Palmdale Production-Consumption Region, Los Angeles County: California Division of Mines and Geology, Special Report SR 143, Part V, Kohler, Susan, 2007, California Non-fuel Minerals 2006: California Geological Survey, (white paper) minerals commodity report on California Non-fuel Mineral Production, 2006, 8 p. _____, 2006, Aggregate Availability in California: California Geological Survey, Map Sheet 52 and report (released February 2007, updated 2006), 26 p, Map Scale 1:1,000,000. Kohler, S. L., 2002, Aggregate Availability in California: California Division of Mines and Geology, Map Sheet 52, and Report, 26.p, Map Scale 1:1,000,000 _____, 1982, Mineral Land Classification of the Greater Los Angeles Area, Classification of Sand and Gravel Resource Areas, Classification of Sand and Gravel Resources, San References -4 20080914 Gabriel Valley: California Division of Mines and Geology Special Report SR 143, Part IV. Kohler-Antablin, S., 1982, Mineral Land Classification of the Eastern Half of Riverside County, California, California Division of Mines and Geology, Open-File Report OFR 94-11. Kohler, S. L, and Miller, R., V., ?Manson, M.W., and Lowry, P.A.?. 1982, Mineral Land Classification: Aggregate Materials in the Western San Diego County Production-Consumption Region, California: California Division of Mines and Geology Special Report SR 153, Miller, R.V., 1996, Update of Mineral Land Classification, Aggregate Materials for the Western San Bernardino County Production-Consumption Region:, California Division of Mines and Geology, Open-File Report OFR 96-04. _____, 1994, Mineral land classification of Portland cement concrete aggregate in Ventura, Los Angeles, and Orange Counties, California, Part II: Los Angeles County: California Division of Mines and Geology Open-File Report OFR 94-14, scale 1:100,000. _____, 1994, Mineral land classification of Portland cement concrete aggregate in Ventura, Los Angeles, and Orange Counties, California, Part III: Orange County: California Division of Mines and Geology Open-File Report OFR 94-15, scale 1:100,000. _____, 1991, Mineral Land Classification of the Wilson Creek Property, Aquanga, Cahuilla Mountain and Vail Lake Quadrangles, Riverside County, California, California for Asphaltic or Portland Cement Concrete-Grade Aggregate: (Petition) California Division of Mines and Geology Open-File Report OFR 91-06. _____, 1988, Classification of sand and gravel resource areas, San Bernardino Production-Consumption region [Los Angeles and San Bernardino Counties, California]: California Division of Mines and Geology Special Report SR 143 (Part VII). _____, 1988, Mineral Land Classification: Aggregate materials in the Palm Springs Production-Consumption Area, Riverside County, California:, California Division of Mines and Geology, Special Report SR 159, 23p. _____, 1987, Classification of sand and gravel resources, San Bernardino region: California Division of Mines and Geology, Special Report SR 143, Part VII, Miller, R. V., and Busch, L. L., 2007, Update of Mineral Land Classification for Portland Cement Concrete-Grade Aggregate in the Claremont-Upland Production-Consumption Region, Los Angeles and San Bernardino Counties, California: California Geological Survey Special Report SP 202, 25 p., 2 Plates, map scales 1:48,000 and 1:100.000. Miller, R. V, and Corbaly, R., 1981, Mineral Land Classification of the Greater Los Angeles Area, Classification of Sand and Gravel Resources, Orange County – Temescal Valley Production-Consumption Region: California Division of Mines and Geology Special Report SR 143, Part III, References -5 20080914 Miller, R. V, and Shumway, D. O., and Hill, R. L., 1991, Mineral Land Classification of the Temescal Valley Area, Riverside County, California: California Division of Mines and Geology Special Report SR 165. Morton, P. K., 1977, Mines and Mineral Resources of Imperial County, California, California: Division of Mines and Geology (, with Data on Geothermal Resources by C. Forrest Bacon and James B. Koenig (1971), County Report CR 007, 104 p., Plate 1 map scale 1:125,000 . Morton, P. K. and others, 1979, Environmental Geology of Orange County, California, California Division of Mines and Geology Open-File Report OFR 79-08 (see its accompaniment, CDMG MM-007, Morton, P. K., and Miller, R. V., 1981, Geologic Map of Orange County, California, showing mines and mineral deposits: California Division of Mines and Geology Bulletin 204 (now re-codified as MM-007, as an accompaniment to CDMG OFR 79-08 (Morton, P. K., and others) scale 1:48,000 Parker,B, and MID-Ship Marine, Inc., 2006, Ship and Barge Transportation of Industrial Minerals, in Kogel, J. E, Trivedi, N. C., Barker, J. M., and Krukowski, S. T., eds., 2006, Industrial Minerals and Rocks; Commodities, Markets, and Uses: Society of Mining, Metallurgy and Exploration (7 edition), Aggregates, Littleton, th CO, pp.99-108. PBS&J, 2006, Draft Mitigated Negative Declaration (UPD #83356-MND-681), San Diego International Terminals, Tenth Avenue Marine Terminal, San Diego, California: Prepared for San Diego Unified Port District, San Diego, California Polaris, 2007, Website by the Polaris Mineral Corporation: http://www.polarmin.com/(Accessed December 2007) Rogers, B.L, 1959, Mines and Mineral Deposits of the Lake Elsinore quadrangle: California Division of Mines Bulletin 146, Plate 5, scale 1 inch = about 1750 feet (see also Jahns, 1954, ref no 20a, and Proctor ref. No. 31c), Sampson, R. J., 1935, Mineral Resources of a portion of the Perris block, Riverside County, California: California Journal of Mines and Geology, Division of Mines Report 31, Journal of Mines and Geology Quarterly Chapter of the State Mineralogist’s report, v. 31, p. 507-521. Sampson, R. J., and Tucker W. B., 1942, Mineral Resources of Imperial County, California: Division of Mines Report 38, pp. 14-143. Saul, R. B., Gray, C. H., Jr., and Evans, J. R., ca. 1967, ‘Mineral Resources, Mines and Prospects, Riverside County, California’: California Division of Mines and Geology (“subject topic’ indicated, unpublished , preliminary manuscript) Riverside County Report (non-codified, administrative draft), 1622 p. _____, 1968, Map of Riverside County showing locations of Mines and Mineral Resources: California Division of Mines and Geology Open-File Report OFR 68-07, scale : 1" = 4-miles. References -6 20080914 Shumway, D. O., and Hill, R. L., 1995, Mineral Land Classification of a Part of Southwestern San Bernardino County, a Part of the Eastern San Gabriel Mountains and the Western San Bernardino Mountains, California: California Division of Mines and Geology Open-File Report OFR 94-07 Shumway, D. O., and Silva, M. A., 1994, Mineral Land Classification of southwestern San Bernardino County, the San Bernardino Valley, California: California Division of Mines and Geology, Open File Report OFR 94-08. Strand, R.G., 1992, Mineral Land Classification of the Winchester Aggregate Site, Romoland and Winchester [7.5-Minute] Quadrangles, Riverside County, California for Asphaltic Concrete-Grade Aggregate and Base-Grade Aggregate (Petition): California Division Of Mines And Geology, Open File Report 92-02 Tucker, W. B. and Sampson, R. J., 1943, Mineral Resources of San Bernardino County: California Division of Mines Report 39, pp. 247-549. ______?, c 1943, “Mineral Resources of Riverside County”: California Division of Mines (Los Angeles Field District) Report 41, pp. 119-142 Weber, H. F., Jr., 1963, Geology and Mineral Resources of San Diego County, California: California Division of Mines and Geology (with selections on Sand and Gravel, and crushed stone, by F. H. Weber, Jr., and R. M. Kepner, Jr,; and clay, by G. B. Cleveland; and arsenic, and several sections, by R. M. Stewart), County Report 3, 309 p. Wright, L. A., Stewart, R. M., Gay, T., E., and Hazenbush, G. C., 1953, Mines and Mineral Resources of San Bernardino County, California: California Division of Mines, California Journal of Mines and Geology, Vol. 49, Nos. 1 and 2, 257 p., Illustrations, 243p. I G U R E 1-1Imperial County 5 Corridor F ction Date: 9/14/08 County go County dy Area Along The I-15 5 Corridor Aggregate Produc 1031_1bRiverside C San Dieg Stud Project: I-15 Project No. Proposed Annexation Area Miles 10 cula 0 M Temec Corona Orange County I G U R E 3-1 e Wash long Area F ction Date: 9/14/08 Wonderstone Aggregate Mines Al The I-15 Corridor A 5 Corridor Aggregate Produc 1031_1b ad Project: I-15 Project No. Terwilliger Roa okside ng) Little Lake Pit uniper Flats Aguanga entonBeaumont Broo mary Mountan (pendin ry Canyon (pending) Miles 10 Ju Marcum y n East Be OC Rosem Grego area 0 M erican Asphalt VulcanMead Valley Bundy Canyon WYRO Proposed annexation Copp All AmeP 3M Corona FSTHanson Hubbs Gail Materials Chandler Cemex Elsinore Ready Mix RJ Noble Werner Pacific Aggregates WYROC Aggregate Mines In The Temescal Valley & Lake Elsinore Areas F I G U R E 3-2 0 Miles 2 Project: I-15 Corridor Aggregate Production Project No. 1031_1b Date: 9/14/08 Aggregate Resources In The Temecula And Surrounding Inland Empire Areas – Development Opportunities & Current Conditions Prepared by January 25, 2008 Project No. 1031 for Kerry Cato, President P.O. Box 891930 (951) 834-2619 Temecula, CA 92589 kerry@catogeoscience.com January 25, 2008 City of Temecula 43200 Business Park Drive Temecula, CA 92589-9033 Attention: Steve Brown, Principal Planner Subject: Aggregate Resources In The Temecula And Surrounding Inland Empire Areas – Development Opportunities And Current Conditions In accordance with your request, we have completed our preliminary evaluation regarding aggregate resources in the Temecula and surrounding Inland Empire areas. Our report of this analysis is attached. If you have any questions or comments, please do not hesitate to call or email. We appreciate this opportunity to help with your project and look forward to working with you in the future. Sincerely, CATO GEOSCIENCE, Inc. Kerry D. Cato, PhD, President RG 6883, CEG 2153 Attachments: Report i. TABLE OF CONTENTS Section 1 Introduction Scope Of Work Methodology Section 2 Historic And Current Aggregate Evaluation And Production Background – Aggregate Production/Consumption And Mineral Resource Assessment Regional History Of Mineral Resource Assessment Regional Aggregate Production/Consumption Aggregate Mining In The Region --Current Condition Current Mineral Land Classification Reports For The Region Current Production/Consumption Regionally Local/Regional Interaction Between Major Production And Consumption Areas Current Mineral Needs Regarding City Of Temecula Current Condition In The Temecula Area Additional Sources Of Aggregate Import Of Aggregate Into The Region New Or Undeveloped Aggregate Sources Within The Region Section 3 New And Undeveloped Aggregate Sources In The Region Significant Aggregate Resources Existing On Non-classified Lands Areas With Unproven Aggregate Resources And Areas Proximal To Existing Mines Santa Ana Mountains Temescal Valley Area Lake Elsinore – Mine Reclamation Perris Erosion Surface Perris Plain Southwestern Riverside County (east and northeast of Temecula) Aguanga/Wilson Creek Area And The Anza-Terwilliger Valleys Area Fallbrook Area San Luis Rey Valley Coachella & San Gorgonio Pass Eastern San Diego County Lakeside Northwest Imperial County Southwest Imperial County Southeast Imperial County Northeast Imperial County Section 4 Aggregate Sources Outside The Region Sources of Aggregate Outside of Region Canada And The Pacific Northwest Mexico Offshore Sands Section 5 Existing Aggregate Mines In The Region Riverside County ii. Temescal Valley Production Area Palm Springs Production Area Southwest Riverside County Production Area (outside of Temescal Valley area) San Diego County Historical, Current, And Future Production Fallbrook-San Luis Rey Production Area San Luis Rey-Escondido Creek Production Area (San Diego Pipelines area) Escondido/Lake Henshaw/Ramona/Woodson Mountain Production Area Imperial County Northwest Imperial County Southwest Imperial County Southeast Imperial County Northeast Imperial County Section 6 Conclusions History And Current Conditions Of Aggregate Evaluation And Production New And Undeveloped Aggregate Sources In The Region Aggregate Sources Outside The Region Existing Aggregate Mines In The Region References Figures 2-1 Areas With State Mineral Resource Classification (MRC) Zones 3-1 New And Undeveloped Aggregate Locations In Riverside County 3-2 New And Undeveloped Aggregate Locations In San Diego County 3-3 New And Undeveloped Aggregate Locations In Imperial County 5-1 Active Mines In Western And And Central Riverside County Tables 5-1 Aggregate Mines In Riverside County 5-2 Aggregate Mines In San Diego County 5-3 Aggregate Mines In Imperial County 1 -1 Aggregate Resources In The Temecula And Surrounding Inland Empire Areas – Development Opportunities and Current Conditions Section 1 Introduction The City of Temecula has begun an annexation process for an area of land located southwest of the city limits. An application for a surface mining permit has been filed with Riverside County on 155 acres within the proposed annexation area. The City commissioned this study to assess the availability of other aggregate resources in the Temecula area and surrounding Inland Empire region. In part, this study also addresses the State requirement that land use decisions affecting potential mineable resources be considered in terms of an impact on resource extraction as part of the CEQA process. The opening of a major aggregate mine in southwestern Riverside County could provide needed supplies to the construction industry that is seeing permitted resources being depleted. Alternatively, the development of new resources or undeveloped resources in other areas of the region, away from the annexation area, could also have the same benefit as the opening of a mine in the Temecula area. Too, aggregate imported from sources outside the region could also supply the demand and this approach is currently being used in San Diego and Los Angeles. Thus, this study explores these alternative methods to develop aggregate resources. Scope Of Work By focusing on the geologic occurrence or presence of a mineable resource this study identifies new aggregate resources in the Inland Empire region as well as areas nearby or imported from outside of the Inland Empire. Using a similar approach, existing mines and areas adjacent to mines were examined to assess the aggregate yet to be mined. This report summarizes the general history, production, and needs of aggregate mining in the overall region. While this is a summary study in nature, it does not attempt to be all inclusive and document the exact volume at every mine or every production area. A study of that detail is beyond the scope or needs of this process. Rather we attempt to develop an overall view of the status of the current aggregate mining in the region. For example, by identifying undeveloped resources or alternative sources of mineral supplies we suggest the geologic conditions for aggregate exist, but we do not claim that the volume, regulatory, or ownership conditions exist to proceed to develop the resource. We focus on the geologic conditions of the potential resource. 1 -2 Methodology Using available published mining analyses, geologic data, and other information we documented aggregate resources in the region. There are significant geologic resources, of both alluvial deposits and hard rock occurrence, in both Riverside and San Diego Counties that are mineable deposits. Many of these materials have not been classified as a mineral resource by the State; for example, the State has no classifications in Imperial County. While the State’s Mineral Land Classification is an important aspect of developing new aggregate resources, it is nonetheless limited by budget and personnel constraints. For areas outside of active mines, we looked at two significant aggregate sources: new or undeveloped aggregate sources within the region; and aggregate that is imported into the region. Aggregate is currently being imported by ship into San Diego from both Canada and Mexico. Past and existing aggregate mining operations in western and central Riverside County and western and San Diego County were reviewed. We gathered information on mines in other areas as appropriate and these included Imperial County and eastern Los Angeles County. Our focus was to develop an understanding of aggregate mining in the region to assess the regional aggregate needs and demands. 2-1 Section 2 Historic And Current Aggregate Evaluation And Production This section presents background information regarding aggregate resource assessment and the current production of aggregate. This is primarily a discussion of events that have occurred and what needs are predicted rather than a data presentation. And importantly this information portrays that recent resource assessments are local and site specific in their scope and that previous resource assessments and evaluations were limited as to their geographic coverage; in short that deal with a small percentage of resources that exist. Background – Aggregate Production/Consumption And Mineral Resource Assessment Regional History Of Mineral Resource Assessment: The California Division of Mines, later called the California Division of Mines and Geology (CDMG, now called the California Geological Survey, CGS), traditionally reported on mining activity and production and uses of mineral commodities on a periodic basis from the 1920’s to the 1960’s. s. Some of the early reports encompassed whole Counties, otherwise by specific mines, areas, or mineral commodities Statewide. At the same time, the U.S. Senate funded states to assess water and mineral resources, and this assisted states to asses their mineral and water resources. Later a program was initiated to update some County information, and CDMG produced about 7 County Reports (for all the 38 California counties). These did not assess local or regional minerals consumption, but included local minerals production. This county-wide classification series is out of print and no longer maintained. In the 1970’s and 1980’s and continuing to the present, the CDMG initiated a state-wide program that focused on specific aggregate production and consumption areas instead of all mining activities in an entire County. These were administered under SMARA (State Mining and Reclamation Act) guidelines. Until 1989, the classification and actual official designation of mineral resources zones were made under CEQA decisions (California Environmental Quality Act of 1970). Subsequent studies and mineral classification designations have been conducted without the process involving CEQA. For example, the State Mining and Geology Board recently made a decision (December 13, 2007) to initiate an official designation (for the Palm Springs Production-Consumption Area); this process, without a CEQA decision, will take months to finalize rather than one or two years as it did in past (CSMGB, 2007). All areas classified as mineral resources zones since about 1989 have no official designation, and none have involved the CEQA process. The current areas with a State Mineral Resource Classification (MRC) are shown on Figure 2-1. 2-2 Regional Aggregate Production/Consumption: Aggregate production and consumption have been analyzed by the State of California for many years. These efforts are administered under several programs. The California Geologic Survey, working with the State Mining and Geology Board tracks the consumption and production of some sand and gravel and aggregate under the 1975 SMARA law (State Mining And Reclamation Act). The purpose of this portion of the law is that by analyzing long-term production and consumption trends in the aggregate industry an ample supply of aggregate can better be assured in order to meet construction demands for the State’s population. The State initially reviewed seven southern California areas (productionconsumption areas), and since has updated information about those areas. In the study area there are currently fourteen areas that have been studied by the state; these study areas represent a small part of southern California’s lands where other abundant mineral resources exist. Other portions of SMARA are regulatory and establish local agency supervision of mines in following CEQA, various local and state permits, and reclamation processes. Usually a county or city acts as local agency control; for example, the Riverside County Building and Safety Office acts as the SMARA administrator for Riverside County and reports to the State Mining and Geology Board and Office of Mine Reclamation. Aggregate Mining In The Region --Current Condition Current Mineral Land Classification Reports For The Region: Several State Mineral Land Classification Reports and Aggregate Availability Reports, regarding production-consumption areas within Riverside and San Diego Counties, are listed in the following table. There is no known schedule or timeline ascertainable as to when updates or expansion of existing reports will be available, or when new areas will be classified. Location Date Aggregates Greater Los Angeles Area (including Riverside County) 1979 Mineral Land Classification Projects (including Riverside County 1979 Orange County-Temescal Valley (Riverside County) 1981 Western San Diego County 1982 Palm Springs (Riverside County) 1988, updated 2007 Sycamore Ridge, San Marcos (San Diego County) 1988 Bonsall area (San Diego County) 1989 Wilson Creek Property near Aguanga (Riverside County) 1991 Temescal Valley (Riverside County) 1991 National Quarries, near San Marcos (San Diego County) 1991 Winchester area (Riverside County) 1992 Aggregates Resources in Los Angeles Metropolitan Area 1999 2-3 Pankey Ranch (Rosemary Mountain), along San Luis Rey River (San Diego County) 2006 Liberty Quarry area, near Temecula (Riverside County) 2007 Current Production/Consumption Regionally: Aggregate use in the Temecula and southwestern Riverside County areas has risen as population and housing has grown. The State has summarized information regarding production/consumption and expected reserves for certain areas of California in a State-wide Map (Map Sheet 52), (Kohler, 2006). This provides a rough estimate of aggregate need and indicates that Riverside County needs between 200-to 500-million tons of aggregate over the next 50 years and San Diego County needs more than 800-million tons of aggregate over the next 50 years. To estimate aggregate demand on a more precise timeline, estimates can be derived based on current production, population growth or construction activity. One method used by the USGS is to calculate apparent consumption by taking the aggregate production, adding imports, and subtracting exports; thus future consumption would be the most sensitive to accurate production estimates (USGS, 2005). In 1996, the national per capita average for aggregate consumption was 8.7 tons, but this varied widely by state (USGS, 1999). Local industry calculates consumption at a lower rate, ranging from 5-to 6.5-tons/person/year. For example, EnviroMine estimates 5.4 tons of aggregate per person per year for San Diego County (Fallbrook Village, 2005). The State utilized a similar approach, and some areas have differing values of per capita usages, of up to a difference of about 20-30 per cent, in nearby areas analyzed. Note that the consumption usage was determined on these statistical methods, not correlated and tracked to the actual production of minerals from the separately reviewed areas. To come up with estimates for this study we used the following population estimates. Entity Population Date % Change Source Riverside County 2,026,803 2006 +31% in last 6 years U.S. Census Bureau San Diego County 2,941,454 2006 +4.5% in last 6 years U.S. Census Bureau Temecula 76,836 2003 +21% in last 3 years U.S. Census Bureau Based on the above populations, the following aggregate consumption estimates were derived: 2-4 Entity Range of Aggregate Consumption (tons/year) Riverside County 10,344,020 to 13,174,220 San Diego County 14,707,270 to 19,119,451 Temecula 384,180 to 499,434 Local/Regional Interaction Between Major Production And Consumption Areas: Historically, State studies did not assess the transfers of mined mineral product materials and production commodities (Portland cement concrete and asphalt concrete) to usage sites and other areas. There was no analysis performed as a basis to assess local transport of materials from mine to market or from one consumption area to another. Assessment of resources produced was based on mine-reported production and sales, with no information about destination. Assessment of consumption was based on separate analysis of statistics and assumptions concerning population and Census data, not data regarding actual location of deliveries of mineral products and commodities. There is no real correlation between the minerals produced in a particular area and the amount used in a particular area. These studies assumed that the material transport haul distance was a limited distance, and that the commodity was brought in locally. Thus, the recent development of significant volumes of imports is not reflected even in the most recent State resource estimates. Finally it should be noted that the discussion up to this point regards privately owned sites. However, there is also a significant amount of inter-county resource transfer involving CalTrans sites, County Road Department pits, water districts, U.S. Bureau of Reclamation sites, and U.S. Bureau of Land Management sites, Free-use Sites (to Governments) and Material-sales contract sites. Aggregate is also produced from flood control district sites, Corps of Engineers sites, and material comes from Right-of Way sites (similar to Cal Trans sites), which are usually relatively long-term and renewable, where there are no sales. Estimating the aggregate volume produced from these sites is difficult they are not well-documented. For example, example, some CalTrans sites are temporary and project-related. However, the aggregate volume produced is thought to be a significant amount. Current Mineral Needs Regarding City Of Temecula Current Condition In The Temecula Area: The City of Temecula is currently a consumer of aggregate, but not a producer of aggregate. No significant active mines exist within the City limits or sphere of influence. With residential grading, minor amounts of stone and/or alluvial 2-5 waste may be produced on a project specific basis; however, these amounts are not considered a significant or consistent resource from a mining standpoint. There is a sand and gravel distribution center in south Temecula that services the local area and supply materials are trucked into this center. There are also small private commercial operations that provide some industry or public needs. The City of Temecula will need future supplies of sand and gravel and aggregate for many residential, commercial, and infrastructure uses including Portland cement concrete applications. Transport of aggregate southward from the Temescal Valley to the San Diego County comes through Temecula along Interstate 15. A lower volume of mine-haul traffic flows from the Romoland area through the SR-79 north corridor and southward to San Diego. There is also some through transport from the Wilson Creek area along SR-79 south. Additional Sources Of Aggregate In addition to the aggregate resources that have been developed within the region, aggregate is imported to the region and there are undeveloped resources within the region. These topics are discussed in detail in Section 3 and 4 and are only introduced here. Import Of Aggregate Into The Region: Aggregate is being imported into the region by ship at the Port of San Diego. The current volume imported from Mexico ranges from 250,000 to 400,000 tons per year. With the addition of a new Canadian source the imported aggregate could exceed 7-million tons/year (PBS&J, 2006). However it is more realistic to estimate that the import volume will, at least initially, be less than this amount. For example, if even half of the Canadian import volume is met, this results in imported aggregate volume ranging from 21% to 28% of the current aggregate demand in San Diego County. Aggregate is also being imported by conveyor from Mexico. New Or Undeveloped Aggregate Sources Within The Region: New or undeveloped aggregate sources exist in many areas of Riverside, San Diego, and Imperial Counties. These exist both as rock and alluvial resources. 3 -1 Section 3 New & Undeveloped Aggregate Sources In The Region Numerous undeveloped aggregate resources exist throughout Riverside, San Diego, and Imperial Counties in alluvial deposits and hard rock occurrences. Many of these materials are of sufficient quality to be used for Portland cement concrete materials. The general areas of these resources are discussed in this section. Within and outside of these areas, we identified 23 more defined areas where resources could potentially be developed. There could be other areas as well. New and undeveloped aggregate resources may not have been included in standard reserve estimates because their volumes have not been “proven-out”. These resources include: • mineral resources that have not been classified by the state • mineral resources that have been classified by the state, but have not been previously mined. This would also include areas identified as potential other resources. Noting historic areas of production or new mineral resource areas, does not by itself indicate that mining in a particular area is possible. However, as a cumulative mosaic, this listing shows that potential aggregate resources are not limited to the proximal area of operating mines, within the State’s Mineral Resource Classification Zones, nor are possible resources confined to areas where historic mining operated. This section is subdivided into: Significant Aggregate Resources Existing On Non-classified Lands, and a discussion of Areas With Unproven Aggregate Resources And Areas Proximal To Existing Mines. Significant Aggregate Resources Existing On Non-classified Lands When discussing aggregate resources in California it is important to understand events over the past few decades influence the mining scene we observe today. The California Geological Survey, which was before 2003 called the California Division of Mines and Geology, performs identification and mapping of select areas that are recognized as significant mineral deposits. This program is administered under the Surface Mining and Reclamation Act (SMARA) of 1975. This is a two-phase process called classificationdesignation. The objective of the classification-designation process is to ensure, through appropriate local lead agency policies and procedures, that mineral materials will be available when needed and do not become inaccessible as a result of inadequate information during the land-use decision-making process. 3 -2 The State’s review and mapping is not comprehensive coverage for non-federal lands in the State. Because of budget and personnel constraints classification and designations are only performed in limited areas. The federal government has a somewhat similar program. For certain federal lands where there are vast tracts of federal lands related to Wilderness Act, only a portion of the land area has been reviewed for classification. The State has traditionally focused on areas where there are ongoing permitted mining operations as related to certain types of geological deposits. In one case the State has identified some other areas near the producing mines, as resources (Busch, 2007). However, even though some of these deposits can be quite extensive, the amount of acreage with the geological attributes and conditions for additional resources has never been ascertained. This discussion is not meant to be critical of the State or its classification system; their existing studies are useful and of high quality. Rather we recognize the State operates on limited resources, and this has resulted in a small percentage of land evaluated for aggregate resources. The result is that only a small fraction of potential aggregate resources has been classified by the State (or by Federal agencies). Statewide, there is a significant amount of aggregate resources that have never been classified or designated. This means that a limited amount of information exists for a few areas, and there is not a comprehensive regional study of all the possible aggregate resources that exist. This makes it difficult on mining companies that desire to excavate and produce aggregate. Their exploration efforts tend to focus on a particular site where there are known resources. It also makes it difficult for counties or cities making land use decisions without an adequate understanding of the possible resources that exist in a local region. Thus, when a single site is proposed to be opened as a mine, the lead agency does not have the regional context by which to evaluate the existence of other aggregate resources. A study, such as this resource analysis, is needed to provide context. Areas With Unproven Aggregate Resources And Areas Proximal To Existing Mines Our analysis of new resources relies on knowledge of the regional and local geologic conditions. Because these areas have not been previously classified or mined, we were unable to rely on the work of previous investigators or the State’s mineral land classification reports. While we did not focus on land ownership issues, we nonetheless tried to exclude areas under control of the National Park Service, Military and Indian Reservation withdrawn lands, Federal and State wilderness areas, and State Parks. We also tried to exclude other jurisdictions whose ownership would not allow resource development or make it difficult to permit a site. Furthermore, we did not attempt to screen sites based on zoning of plant or animal habitat or any 3 -3 kind of zoning. We included areas held in land stewardship management by the US Forest Service and the US Bureau of Land Management. Areas with a high probability of resource occurrence and that have resources in sufficient volume for a mining venture to be economic were the focus of this approach. Figure 3-1 shows Riverside County areas that are discussed in this section and they include: areas on the Perris Plain; alluvial deposits of the San Jacinto River and associated/adjacent alluvial fans; and rock masses in Homeland and Romoland areas of the Perris Plain (or more properly the Perris structural block). Figures 3-2 and 3-3 show areas in San Diego and Imperial Counties, respectively, that also contain new potential aggregate resources. Santa Ana Mountains: A variety of rock types exist in the Santa Ana Mountains as potential sources of crushed stone for use as construction aggregate (Miller and Corberly, 1981; Miller, Shumway and Hill, 1991). These rock types occur at higher and lower elevations in many large expanses from northeast to southeast in the Santa Ana Mountains. The Cretaceous-age Woodson Mountain granodiorite exists more abundantly in the central and northern part of the range, and the Bonsall Tonalite exists in contact or amidst metasedimentary rocks in the southern part of the range in lesser surface exposure. These plutonic (or igneous) rocks represent about 2/3 of the exposed bedrock in the range. The unweathered granodiorite in San Juan Canyon, has been mined and produced for many decades. In addition there are older rocks, intruded by the above mentioned plutonic rocks, present as roof pendants; these are present predominantly in the northern and southern portions of the range. Sources of crushed rock exist in the quartzites of the Jurassic Bedford Canyon Formation, and metavolcanics of the Jurassic and/or Triassic metavolcanic rocks of the Santiago Peak Volcanics (Miller and Corberly, 1981). Only a small percentage of these rocks were classified in State surveys, but instead were referred to as alternate sources of crushed stone. Other sources not mentioned by the State include the construction aggregate portions of the conglomerates of the Upper Cretaceous Williams, Ladd, and Rosario Formations. There is significant exposure of these sedimentary units in the northernmost part and western flanks of the Santa Ana Mountains. Portions of those rock units include sandstone, perhaps of construction grade for concrete sand. Temescal Valley Area: This area studied by the State identifies some areas as MRZ-3 as potential resources (see section above, regarding Santa Ana Mountains). Other potential deposits include those in non-assessed alluvial deposits of sand and gravel. For example, older sedimentary deposits such as along fringes of the Santa Ana River, the Temescal Valley, and in the dominantly boulder and fanglomerate portions of the Pauba Formation in the Elsinore trough would be considered candidates for aggregate potential. Additionally, sites known for dimension stone may be suitable for crushed rock. There are extensive areas with Cretaceous igneous rock, Jurassic metasedimentary rock (Bedford Canyon Formation) and metavolcanic rocks (Santiago Peak Volcanics). The Cretaceous La Sierra and Estelle Tonalite are fairly dominant granitic rocks 3 -4 exposed throughout the area, along with significant areas exhibiting smaller areas of Woodson Mountain Granodiorite and undifferentiated Mesozoic granitic rocks. The granitic rocks can be crushed as aggregate for Portland cement aggregate applications. The outcrops of Jurassic metasedimentary rocks, which cover a significant area and include quartzites, conglomerates and sandstones, can be used for construction aggregate and sand aggregate-grade for Portland cement concrete applications. Lake Elsinore – Mine Reclamation: At a recent State Mining and Geology Board Meeting (December 12, 2007), it was noted that one of the existing clay mines in the Lake Elsinore area is in the process of reclaiming some of its pits (CSMGB, 2007). As part of this reclamation, some of the overburden materials at the site will be sold as aggregate. The mine site is within a MRZ-3 zone that is classified as clay and not aggregate. Thus, the “new” aggregate currently being produced from this mine has not received a prior categorization or quantification for the State resource assessment. The amount of aggregate, reported at the SMGB meeting, estimated to be produced from this reclamation process is 11 to 12 million tons over a 36-month period. This amounts to about 3.5 to 4 million tons/year that is in production and will be ongoing for several years. This is a significant amount of increased aggregate coming from the Temescal Valley production region. Perris Erosion Surface. The Perris erosion surface is discussed separately from that of the Perris Plain, below. The Cretaceous Estelle Tonalite (or in some areas eastward, the Lakeview Tonalite) are dominate granitic rocks exposed throughout the area, often in places under shallow soils and buried in the Perris Erosion Surface with ubiquitous small outcrops of hills or hillocks that comprise this surface. To the north, some of the areas dominated with tonalite exhibit smaller areas of Woodson Mountain Granodiorite. This occurs near the higher topographic break near the Santa Ana River where some pre-Cretaceous meta-sediments are exposed (this would be the northernmost part of the so called Balcones escarpment). The western area near the outcrops of Jurassic meta-sedimentary rocks, exhibits smaller but significant exposures of undifferentiated Mesozoic granitic rocks, and some significant exposures of basic intrusive rocks (San Marcos Gabbro?). In this whole area, almost all of the rocks are exposed on the surface or at extremely shallow depths, and are suitable for construction aggregates, and for Portland cement concretegrade aggregates. Perris Plain: More than one-third of the physiographic surface called the Perris Plain area consists of exposed plutonic rock (Mesozoic granitic rocks) that is potentially suitable for crushed stone and sources of construction aggregate (including for Portland cement concrete-grade aggregate materials). We do not, however, include basic intrusive plutonic rocks. A small amount of this potential resource has been classified in the Homeland/Romoland a rea. 3 -5 There are a tremendous number of sites, both unrecorded and recorded, that were used to produce decomposed granite-grade products for asphalt concrete and as a major source of road-base or construction fill-grade material. In some specific areas, rock material was utilized for hard, largesized rip-rap (Perris Dam and Lake Mathews Dam) and unknown other uses in the past and present for railroads, highway, and flood control uses. Although it appears that granodiorite and tonalite (quartz diorite) are the dominant types of these rocks, there exists abundant undifferentiated types as well as more granite and adamellite types (quartz monzonite). Woodson Mountain Granodiorite, is widespread in its outcrop, as well as the Domenigoni Valley Granodiorite, Lakeview Tonalite and Bonsall Tonalite (somewhat outcropping in a north to south direction). In the north are the leucogranites of or related to the Rubidoux Mountain (adamellites and specific granite). Abundant smaller but significant areas exhibit granitic rocks not differentiated, collectively in types of granite, alaskite, quartz monzonite (adamellite), granodiorite, quartz diorite (tonalite), diorite, aplite and pegmatite dikes, as well as syenite and gabbro. The unweathered portions of the rock would be hard and suitable for construction aggregate. All should be tested for the presence of some type of chemically reactive breakdown component that makes it unsuitable for concrete applications, but this problem only manifests in a very small percentage of these types of rocks. The granitic knobs protrude above an otherwise relatively flat-lying plain. A similar discussion could have covered the Gavilan Hills and Lake Mathews to Corona/Lake Elsinore rocks. Another similar discussion could have covered the Hemet to Anza or Hemet to Murietta, where there are good rocks for potential aggregate production as well. Southwestern Riverside County (east and northeast of Temecula). This area involves lands located southeast of Diamond Valley and that is drained by Cactus Valley on the northeast. To the south, the area is also drained by Tucalota Creek (Magee Hills/Sage area) and extends southward to Wilson Creek (Reed Valley). To the west and southwest, the area is defined as extending southwest of the San Jacinto Fault to the on-lapping of Quaternary sedimentary rocks [(such as upper Santa Gertrudis Creek and Los Alamos Valley areas, and north and northnorthwest of Vail Lake (area of Murietta Hot Springs fault alignment)]. Its southeastern extent includes Cahuilla Mountain and Little Cahuilla Mountain, and hills called Santa Rosa Hills (southeast of Hemet). This area is dominated by a huge expanse of Cretaceous Lakeview Tonalite, and subsidiary undifferentiated Mesozoic granitic rocks. The eastern part exhibits pre-Cenozoic granitic and metamorphic rocks (migmatites with migmatitic breccia, and perhaps local migmatite gneiss and local quartzite, calc-silicate rocks, marble, metaconglomerate, phyllite, and amphibolite) that is locally intruded by gabbro, granite, granite pegmatite, quartz monzonite, granodiorite, and quartz diorite. With the possible exception of stringers or small bodies of roof pendants containing calk-silicates and phyllites, those rocks are appropriate for constructiongrade aggregates. 3 -6 Aguanga/Wilson Creek Area And The Anza-Terwilliger Valleys Area: Exposures of granitic bedrock, as well as alluvial fan deposits composed of the detritus from the surrounding predominantly granitic highlands occur in the Aguanga area. The CDMG classification near Aguanga was for alluvial sand and gravel from Wilson Creek. Fallbrook Area: South of Temecula, the Liberty Quarry has been proposed as an aggregate source (Granite, 2007). The geologic material proposed to be mined is the Woodson Mountain granodiorite, an igneous intrusive rock that is part of the larger Pennisular Ranges, Late-Cretaceous age batholithic complex. The granodiorite is a felsic type of igneous intrusive that occurs in many parts of the Fallbrook area. The granodiorite outcrop has considerable area in the northern San Diego County and southern Riverside County area and consists of approximately 25 square miles. San Luis Rey Valley: Long-term production of sand and gravel, including Portland cement grade aggregate, has occurred in the San Luis Rey Valley River from near Monserate point near Pala, and areas further west. One operation at Pala in the river may be renewing its operations. Since the early 1960’s, alluvial fan deposits of very high-grade aggregates were produced from the Pala Indian Reservation and recent production has diminished due to plant closing. However the same formation being mined and that emanates from the steep slopes of the Aqua Tibia Mountains of the Palomar Range, surrounds non-reservation lands. Several Quaternary-age alluvial fan and terrace deposits exist from Pala to Pauma and Rincon that are suitable for production of Portland cement concrete-grade aggregates. Other riverbed resources exist from I-15 to the Pacific Ocean but are not addressed here. Similarly other suitable alluvial and bedrock sources are located eastward of the Pala Reservation, and include Warner Valley, but are not addressed here. Potential hard rock exploitation of bedrock sources has been proposed by Granite Rock and former companies at sites termed Rosemary’s Quarry and Pankey Ranch for the production of crushed aggregate suitable for Portand cement concrete applications. These sites are located a few miles east of I-15 on lands south of and adjacent to the San Luis Rey River. North of San Marcos in the San Marcos Mountains and in a drainage located between Vista and I-15 is a site where dimension stone has long been produced. According to the State Mining and Geology Board, aggregate can be produced from this site. Companies are currently producing aggregate on adjacent sites with the source rock being the San Marcos Gabbro or diorite. Some production is from adjacent federal lands. The areas discussed above are within reasonable proximity of the Temecula region, but more distant areas were considered and are discussed below. 3 -7 Coachella And San Gorgonio Pass: In the Coachella and San Gorgonio Pass/San Gorgonio River drainage areas tremendous volumes of aggregate resources are present. Some of the Coachella Valley resources are proximal to existing mines and a small part of this vast resource has recently (December 2007) been included in 6,000 new acres of mineral land classification (Busch, 2007). Eastern San Diego County: The La Posta quartz-diorite/granodiorite in eastern San Diego County is nearly the same as the Bonsall tonalite. The State DWR identifies these as the only water-bearing bedrock formations in San Diego County. The water-bearing portions (residuum) are surficial and deep in small valleys but are minimal to nonexistent in the larger outcrop areas at the surface. Between the local region of Alpine and eastward to beyond the Tecate Divide and generally south of the Laguna Mountains to the US-Mexico Border are extensive outcrop areas of Cretaceous granodiorite, tonalite (including La Posta Quartz diorite), and similar granitic rocks suitable for aggregates and Portland cement concrete applications. Several of the Indian Reservations there produced sand and gravel from small alluvial deposits and also crushed bedrock aggregates for use in Portland cement concrete; these materials were transported to Alpine, Lakeside, San Diego, or to Caltrans highway projects. For years locally-derived blocky rip rap was used for State and US highway construction (I-8 for example) and for flood control protection. Lakeside: A considerable number of operating mines exist in and around the community of Lakeside. There, sand and gravel and aggregate materials are produced from the San Diego River alluvial deposits. Igneous bedrock, south of San Vicente Reservoir, is also blasted and crushed to produce materials for Portland cement concrete applications. The following table is a breakdown showing location and materials being mined in San Diego County and that could potentially be mined; this list is not all-inclusive, but includes many many of the major producing areas. Poway Conglomerate (and Alluvium and Terrace deposits derived from the Poway Conglomerate) Mission Valley -Mission Valley and Los Penaquitos Canyon -Mission Valley and El Cajon Valley San Clemente Canyon -Carroll Canyon, San Clemente Canyon Los Penasquitos Canyon, Sycamore Canyon) San Dieguito River River and Stream Deposits (all sand) San Diego River Tijuana River Otay River Sweetwater River San Onofre Breccia a source 3 -8 Eocene sand southeast of Del Mar (Crystal Silica Company -specialty sand Beach Deposits Extensive off shore along with pebble deposits Broken rock and crushed rock (that can be used for aggregate) Campo Milling; Hatfield Creek Quarry; A.G. Foster J.R. Stringfellow -two deposits of granitic rocks (riprap and aggregate) Marron Quarry, Oceanside Meadowlark Ranch Quarry, Rancho Sante Fe (north) Metavolcanic Rocks (included use for P-C Concrete Mission Gorge Area, north of Grantville Spring Valley (Fenton) Northwest Imperial County: West of the Salton Sea and west and northwest of Salton City are recent or otherwise Quaternary alluvial fan deposits that have been, for decades, excavated for sand and gravel and aggregate resources. The alluvium in drainage gravel washes and deposits and bajadas and terrace deposits of older fanglomerates are all suitable aggregate resources. Many other sites exist within the same formations south-southeastward exhibiting previous sources, to as far as Kane Springs east of “West Mesa” and the Superstition Hills, including older Quaternary Ocotillo Conglomerate. Older deposits in alluvial fan gravels and fanglomerates exist west of Salton City/Desert Shores area, and likely would produce Portland cement concrete-grade aggregates. Much of the production in this area is transported into Riverside County. Southwest Imperial County: Large areas of lands on either side of Davies Valley (southwest of the Yuha Desert) exhibit massive exposure of largely Mesozoic granitic rocks. Nearby sites have a history of sand and gravel extraction from older and younger Quaternary alluvium that is derived from the bedrock hills. Eastward near the international border, Quaternary older alluvium is mined for sand and gravel, and further eastward and south of El Centro sand and gravel is produced from Quaternary younger alluvium. Numerous small to large sand and gravel operations occur in the Plaster City area; production is from Quaternary alluvial fan deposits. Several operators produce from Quaternary alluvial deposits affiliated with Palm Canyon wash along the base of the southernmost flanks of the Coyote Mountains in and north of the town of Ocotillo on I-8. Large deposits of Mesozoic Granitic rocks exist in the Fish Creek Mountains area, which are crushed rock sources of Portland cement concrete-grade aggregate. Significant amounts of Portland cement grade sand, and aggregate from these areas are transported to San Diego County (Valenzuela, 2008). Southeast Imperial County: Sand and gravel is produced along the strip of lands associated with the alignment of the ancient Lake Cahuilla, which sub-parallels the East Highline Canal (many are small operations, but some are of moderate size). Sand and gravel is produced from 3 -9 Quaternary older alluvium in the southern part of the Algodones Dunes, and also west and southwest of Araz Junction. At Pilot Knob aggregate is produced from the Chuckwalla Complex of quartz diorite gneiss and foliated hybrid granitic rocks and granophyres. Along the west flank of the Cargo Muchacho Mountains are active aggregate sites, and several inactive sites, that produce from Quaternary older alluvium derived from Mesozoic granitic rocks (quartz diorite and quartz monzonite) in the adjacent highlands. Several non-producing gold mines in the area are permitted or are being permitted to salvage mined material from crushed rock heap leach pads for re-sale as aggregates; such as the use at the American Girl Mine. East-northeast of the Algodones Dunes, are deposits of Quaternary alluvium near Glamis east of Niland, along the highway to the Colorado River, and in the area called Mesquite. Northeast Imperial County: Along the ancient shoreline of former Quaternary-age Lake Cahuilla, from the Niland area area southeastward, are extensive lands with strand-line deposits of near-shore gravels. Many active and inactive operations have produced from these deposits. Numerous sand and gravel deposits exist near the Niland and Frink areas in alluvial fan deposits derived from the Chocolate Mountains. This area is roughly bounded by the onlapping lakebed sediments and the beach-strand-line gravel deposits. The alluvium deposits emanating from the Chocolate Mountains are suitable for sand and gravel. The alluvium is derived from the huge exposures of Mesozoic granitic rocks and the Chuckwalla Complex of quartz diorite gneiss and granitic rocks. Aggregate materials are presently being produced from the area from the alluvial fan deposits, and the store of reserves involved with gold heap leach crushed rock is available. A significant part of the aggregate is transported to Riverside County. However, significant amounts of Portland cement-grade sand and aggregate from these areas are transported to San Diego County. 4 -1 Section 4 Aggregate Sources Outside The Region Currently the region receives aggregate resources from the Pacific Northwest and Mexico. While imported aggregate tends to be a higher price, its cost is not significantly greater than existing aggregate already being obtained locally and used in San Diego County. This is because the greater bulk transport of imported aggregate can be transported at a cheaper rate than truck transport. “Imports are becoming a significant source of sand and gravel in some areas of the country. Though only by a very slight margin, this is the first time that imports have been significant enough to cause apparent consumption to be different from U.S. production. Imports and exports have historically been so minor as to not affect domestic apparent consumption.” (Bolen, 2007). Imports to California in 2005 were about 1% of California production (Bolen, 2005b). Sources Of Aggregate Outside The Region Aggregate sources being used or considered include the Pacific Northwest, Mexico, and offshore sands. Canada And The Pacific Northwest: Significant amounts of aggregate are currently being imported from British Columbia, Canada. These materials have been imported to the San Francisco bay area for several years, but more recently imports to San Diego and Los Angeles have begun. The cost of this aggregate is not significantly higher than aggregate that is transported by truck at distances over 20 to 30 miles, due to the high ship volume yielding a lower transport cost. One operator, Hanson, has focused its attention on the Port of San Francisco. Two years ago, the Port of San Francisco entered a five-year agreement with Hanson to develop a bulk-cargo shipping terminal at Pier 94. In October, 2001, the first regular shipment of 55,000 tons of highquality sand and aggregates from British Columbia was received, and shipments are continuing every month. Current shipments are from Sechelt on the mainland north of Vancouver. Three new Panamax, “S” class, 60,000-dwt bulk carriers are being used; each has a self-discharging belt unloaders capable of discharging an entire shipment in 30 hours. One of these ships will be calling at Pier 94 on a regular basis, accounting for some 700,000 tons of imported sand and aggregates per year. John Rubiales of RMC, emphasized that “Sure, the Canadian sand is more costly, but the quality is much better than the sand mined in the bay. Besides, when you are in a situation where local supplies are limited, you have no choice.” Polaris Minerals Corporation, based in Vancouver, British Columbia, is supplying construction aggregate to coastal urban markets on the western seaboard of North America (Polaris, 2007). 4 -2 The source aggregate is located on Vancouver Island, BC. Polaris is targeting markets where accelerating local supply deficits and increasing road distribution costs enable marine transported aggregates to be competitive in the heart of major coastal urban markets. The Port of San Diego recently adopted a negative declaration regarding Polaris aggregate imports; the declaration caps a 7 million tons/year import volume based on unused capacity at the port (PBS&J, 2006). The Polaris aggregate will be transported with vessels having a capacity of approximately 70,000 tons. An initial import volume could reasonably be on the order of approximately 1 to 3 million tons/year. Mexico: The Port of San Diego currently receives 400,000 metric tons per year of sand and 500,000 metric tons per year of bulk cement sent by barge from Ensenada. Hanson Materials, in a joint venture with Petreos del Pacifico, ships blasted rock, crushed aggregate and sands from shipping docks at Ensenada, Mexico, by ocean barge to the Port of San Diego. Sand and gravel and aggregate is also being imported by conveyor from Mexico. The Carrizo Gorge Railway, a U.S. Company, ships sand and gravel by rail car from Valle de las Palmas (near Tecate), Mexico in disrupted shipments at the International Border. Conveyor belt transport between Mexico and Imperial County or eastern San Diego County is being explored. The Imperial County Planning Department indicated that an operator has a conveying belt system across the International Border in Calexico, moving aggregate materials into the United States (Valenzuela, 2008). Offshore sands: Mining operations for sand, gravel, and stone exist within both enclosed coastal waters and in some nearshore waters along the California coastline. The federal government is exploring the most appropriate locations to initiate new offshore mining of sand and gravel resources, although no new offshore operations are currently being proposed in California. Mineral extraction, in deep-ocean waters off California's coast, have been considered in the past, but were dismissed due to technical, economic, and environmental considerations. However, deep ocean operations may be proposed again in the future. Existing mineral extraction operations in California's enclosed and nearshore ocean waters have proven to be economically viable, but less is known regarding the resource potential or economic viability of deep ocean mineral extraction (The Resources Agency, 1995). In southern California offshore mining stone for rip rap and aggregate has occurred on Santa Catalina Island. And sand and gravel for aggregate has been mined from the outer continental shelf of Southern California along the San Pedro Shelf and the San Diego Shelf. Offshore sands have been dredged locally for San Diego County beach replenishment after large wave actions from storms removed sand and left pebble accumulations (unfortunately, using these pebbles as aggregate has not been seriously considered). Offshore deposits of aggregate exist along all creeks and and rivers that drain to the ocean. These ancient continental deposits of river alluvium were deposited at a time when sea-level was a few hundred feet lower than the 4 -3 present and when the shoreline was located thousands of feet westward from the present shoreline. 5 -1 Section 5 Existing Aggregate Mines In The Region In the previous two Sections of this report, information and data concerning areas of new and undeveloped aggregate sources in the region, and about imported aggregate was presented. This section discusses the active aggregate producing areas and many of the mines in Riverside, San Diego, and Imperial Counties. The purpose of this section is to document active mines and where aggregate is currently produced. Based on review of permit documents and published literature and maps the active producing mines are summarized by: providing a brief history of actively-producing mineral production areas, describing the mineral production areas by county, listing the active mines producing sand and gravel and aggregates, and providing a map description of areas with active production. Riverside County There are four major aggregate production areas in Riverside County that are recognized by the State (See Figure 5-1). The Temescal Valley area is mainly located along the Elsinore Fault graben and Temescal Creek drainage; there are 9 active mines in this area (about 20 pit excavations, 1 idle). The Palm Springs production area comprises much of the Coachella Valley; there are 17 active mines in this area. The Romoland/Homeland area, west of Hemet contains 2 active mines. The Wilson Creek area, near Aguanga contains 1 active mine. There are 21 additional active mines in the County that are located outside of these defined production areas. In total there are 58 active mines in Riverside County that produce some type of aggregate. This section discusses active and historical aggregate production in Riverside County and describes geologic characteristics of the main production areas. We also discuss specifics about the larger mines in western and central Riverside County that are germane to the discussion about mining in the Temecula area. Temescal Valley Production Area: Orange, San Diego and San Bernardino Counties all depend heavily on the Temescal Valley area as a source of construction aggregate (Miller, Shumway, and Hill, 1991). A significant amount of this aggregate is also shipped to the eastern part of the Greater Los Angeles Basin. However, more recently aggregate from this source has been shipped to San Diego County. Within or immediately adjacent to the Temescal Valley production area, are areas classified by the State as alternative crushed rock sources – MRZ-3 (Miller and Corbaly, 1981, and Miller, Shumway and Hill, 1991, Kohler, 2006). Much of the area’s earlier mineral classified lands occur on geological formations in the Santa Ana Mountains. Some of these classes occur on non 5 -2 Forest Service lands (i.e., private or other ownership). More recent classifications verified the earlier work and appended it with more recent zones (i.e., MRZ-3a) for lands exhibiting previously identified and plutonic rocks. All of the newer classes represent potential sources of crushed stone for use as construction aggregate. In 1991 there were 19 active aggregate mineral operations that had produced a historic cumulative total of 924,000,000 tons (nearly a billion tons) of aggregate. Presently the area is estimated to produce approximately 15 to 20-million tons/year. This compares with ~½-million tons/year in 1960 and >12-million tons/year in 1989 (from 1979 to 1989 production averaged 7,530,000-tons/yr). Current permitted reserves are expected to be depleted by 2028 based on increased rates of production. However, at a lower rate of production (>12-million tons/year) then the reserves are projected to last until 2066. The following types of materials are produced in the area. Types of material Number of mine sites that supply type of material Rip rap production 3 Dimension stone 1 Highly significant aggregate (0.10% of area) 4 Significant aggregate (0.15% of area) 18 Active aggregate sites 19 (13 companies) Class MRZ 2-2a or MRZ-2b 20 Palm Springs Production Area: The Palm Springs production comes from sedimentary deposits. These predominately consist of alluvial fan deposits that line the slopes of the San Gorgonio Pass, the Whitewater River, and the Coachella Valley. Some of the deposits are from fanglomerates in the Indio Hills that rise several hundreds of feet from the alluvial fan. By 2003, 156.1 million tons were projected to be produced from this source (based on 1985 projections). Fifty-four percent (54%) of this or 84.4 Million tons was projected to be used for PCC aggregate demand (Miller 1988). By 2012 the entire permitted amount of 67-million tons is projected to be depleted. Far greater than 3-billion tons exists in potential reserves. This amount does not include a host of alternate sources in study area. Southwest Riverside County Production Area (outside of Temescal Valley area): The Winchester aggregate site (in the Romoland/Homeland production area) is a 160-acre area on the southwest flank of Double Butte; it is located south of SR 74 and east of I-215 near the community of Homeland. Based on a petition filed by Crestmore Materials Company, the site was classified by the State of California (Strand, 1992). Bedrock is classified as MRZ-2a (tonalite of the 5 -3 Cretaceous Domenigoni Valley pluton), weathered granitic alluvial as MRZ-3a, and the alluvial valley area is classed as MRZ-4. Aggregate from this site is designated for asphaltic-concretegrade aggregate and base-grade aggregate fill material. The Wilson Creek Property (Wilson/Lancaster Valley production area) that is located east of Vail Lake in Temecula, involves about 4-square miles of land classified by the State of California (Miller, 1991). Bedrock and alluvium were classified MRZ-3a and MRZ-2a, respectively, for Portland cement-grade and asphaltic-grade concrete aggregate. Bedrock is Cretaceous granitoid rocks and Pliocene Pauba Formation; whereas, the sands are Holocene alluvium. Areas within the alluvium that exists as exposures of Pliocene Temecula Arkose are included in the MRZ-3a classification. San Diego County Historical, Current, And Future Production: During post-WWII, there was a seven-fold increase of production of sand and gravel and broken stone from 1947 to 1960 (Weber, 1963). In 1947 production of the group was 1,270,000 tons. In 1959 production of the group was 8,600,000 tons. Using the 1959 production to separate these numbers, shows that 40% was sand = 3,160,000 cubic yards (production sand=1,950,000 cubic yards; processed gravel and crushed stoneincludes decomposed granite). Currently, there is an uneven distribution of sand resources that will result in a short fall in about 32 years. Permitted aggregate reserves in the county have declined from 430 million tons in 1980 to 352 million tons in 1995 to 202 million tons in 2005, and the predictions anticipate 117 million tons of permitted reserves in 2010 and 5.3 million tons in 2015. (Fallbrook Village, 2007). While there are current permitted reserves of about 200 million tons, there are an estimated 11-billion tons that occurs in the area. Seventy percent (70%) of local sand originates from the San Luis Rey River. San Diego County had 49 quarries in 1970 and 48 quarries in 1980 but only 24 by 1995 and 14 by 2005. Due to permit expirations and supply exhaustion, the U.S. Geological Survey predicts that San Diego County will have only 11 quarries in 2010 and five by 2030 (USGS, 2005). The Port of San Diego currently receives 400,000 metric tons per year of sand and 500,000 metric tons per year of bulk cement sent by barge from Ensenada. Hanson Materials, in a joint venture with Petreos del Pacifico, ships blasted rock, crushed aggregate and sands from shipping docks at Ensenada, Mexico, by ocean barge to the Port of San Diego. The Port can import at least as much as 7 million tons/year (PBS&J, 2006). Sand and gravel and aggregate is also being imported by conveyor from Mexico. 5 -4 New anticipated quarries include the National Quarries site (Bonsall), Rosemary Mountain (Pala). The permitting process for Rosemary’s Mountain, near Pala, is almost complete and anticipated to begin production within the next few years. There are 25 active mines in San Diego County (See Table 5-2 for listing). Granodiorites and tonalites in San Diego County are major sources of rocks in detrital alluvial deposits in many riverbeds as well as in bedrock for crushed stone and aggregates. Based on the aerial extent shown on published geologic maps, it appears that San Diego County has as much or more areas of igneous rocks suitable for Portland-cement concrete-grade aggregate resources than does in an equal area size of western or southwestern Riverside County. Fallbrook-San Luis Rey Production Area: A moderately extensive area of bedrock exposed at the surface between the town of Fallbrook and the San Luis Rey River is predominantly composed of Cretaceous Woodson Mountain Granodiorite and Bonsall Tonalite. San Luis Rey-Escondido Creek Production Area (San Diego Pipelines area): An extensive area of land is demonstrably composed of bedrock exposures of Cretaceous Woodson Mountain Granodiorite and Bonsall Tonalite. The Woodson Mountain Granodiorites in this area are likely the Lake Wolford Granodiorite. Escondido/Lake Henshaw/Ramona/Woodson Mountain Production Area: A very extensive area of bedrock exposed from Escondido Creek southeastward to San Vicente Creek is demonstrably composed of Cretaceous Woodson Mountain Granodiorite and Bonsall Tonalite. The Woodson Mountain Granodiorites in this area are likely the Lake Wolford Granodiorite and the Bonsall Tonalites in this area are likely the Green Valley Tonalite. Imperial County There are a number of large areas with geologic rock types suitable for Portland-cement concrete applications, and they are addressed below in four areas of Imperial County (all with past and present production). Not all of the materials produced are consumed in Imperial County. Of what is moved outside the county, a large percent of what is produced in the northwest is used locally to the north in the Coachella Valley. Some production in the northeast is transported locally in the Coachella Valley; however, much is transported to San Diego County. For the larger operations in the southwest and southeast parts of the county, a large percentage of the production is transported to San Diego County. Historically the sand and gravel industry in Imperial County accounted for over a third of the total value of mineral production in the county from 1958 to 1968, with 11,165,041 tons of aggregate produced. At that time the principle source was the shoreline deposits of ancient Lake Cahuilla (presently the area surrounding the Salton Sea). Other sources were primarily alluvial fan deposits like at Glamis. 5 -5 Northwest Imperial County: West of the Salton Sea and west and northwest of Salton City are recent or otherwise Quaternary alluvial fan deposits that have been, for decades, excavated for sand and gravel and aggregate resources. The alluvium in drainage gravel washes and deposits and bajadas and terrace deposits of older fanglomerates are all suitable aggregate resources. Many other sites exist within the same formations south-southeastward exhibiting previous sources, to as far as Kane Springs east of “West Mesa” and the Superstition Hills, including older Quaternary Ocotillo Conglomerate. Older deposits comprised of alluvial fans, gravels, and fanglomerates exist west of the Salton City/Desert Shores area and likely would produce Portland cement-grade aggregates. Much of the production in this area is transported into Riverside County. Southwest Imperial County: Large areas of lands on either side of Davies Valley (southwest of the Yuha Desert) exhibit massive exposure of largely Mesozoic granitic rocks, and nearby sites have history of sand and gravel extraction from older and younger Quaternary alluvium. Eastward near the international border Quaternary older alluvium is mined for sand and gravel, and further eastward and south of El Centro sand and gravel is produced from Quaternary younger alluvium near the Mean Sea Level elevation contour. Numerous small to large sand and gravel operations occur in the Plaster City area, composed of Quaternary alluvial fans deposits. Several operators produce from Quaternary alluvial deposits in Shell Canyon and those affiliated with Palm Canyon wash along the base of the southernmost flanks of the Coyote Mountains in and north of the town of Ocotillo on I-8, including a very large operation on unpatented mining claims. Large deposits of Mesozoic Granitic rocks exist in the Fish Creek Mountains area, which are crushed rock sources of Portland cement-grade concrete aggregate. Significant amounts of Portland cement-grade sand, and aggregate from these areas are transported to San Diego County. There has been discussion regarding the transport of aggregates from Ocotillo to El Cajon by rail shipment along the San Diego and Eastern Arizona R.R. Imperial Valley Line (Valenzuela, 2008). This railroad company produced blasted aggregates from significant additional unneeded extensions of railway cut-slopes from the R.R R-O-W into El Cajon until notified of mineral trespass from federal lands. Southeast Imperial County: Sand and gravel is produced along the strip of lands associated with the alignment of the ancient Lake Cahuilla, which parallels the East Highline Canal (many are small operations, but some are of moderate size). Sand and gravel is produced from the southern part of the Algodunes Dunes, and also the areas around west-southwest of Araz Junction from Quaternary older alluvium and from the Chuckwalla Complex of quartz diorite gneiss and foliated hybrid granitic rocks and granophyres that is exposed on Pilot Knob. Along the west flank of the Cargo Muchacho Mountains are active and historically mined sites from Quaternary older alluvium derived from Mesozoic granitic rocks composed of quarts diorite and quartz monzonite from adjacent highlands. Non-producing gold mines in the area are permitted or being 5 -6 permitted to salvage mined material from crushed rock heap leach pads for re-sale as aggregates; such as the American Girl Mine. East-northeast of the Algodunes Dunes, are deposits of other Quaternary alluvium especially near Glamis east of Niland and along the highway to the Colorado River, particularly in the area now called Mesquite. The Quaternary older alluvium deposits, especially emanating from the Chocolate Mountains northeast of there are suitable for sand and gravel; these materials were produced from the huge exposures of Mesozoic granitic rocks and the Chuckwalla Complex of quartz diorite gneiss and granitic rocks. Aggregate materials are presently being produced from the area from the alluvial fan deposits, and the store of reserves involved with gold heap leach crushed rock is available. Not all but a significant part of produced aggregate heads to Riverside County (Valenzuela, 2008). Northeast Imperial County: Along the ancient shoreline of former Lake Cahuilla (involving Quaternary lakebeds) from the area of Niland southeastward are extensive lands with strand-line deposits of near-shore gravels, deposited in the ancient Lake Cahuilla: many operations existing past and present. Numerous active and historical sand and gravel production sites exist near the Niland and Frink areas in alluvial fan deposits derived from the Chocolate Mountains. This area is roughly bounded by the onlapping lakebed sediments of former closed basin lakes, and the associated beach-strand-line gravel deposits. Much of the produced material is transported northward into Riverside County. 6 -1 Section 6 Conclusions In accordance with your request, we have completed our study regarding aggregate mining in the Temecula area and the surrounding Inland Empire region. Our findings show there are significant undeveloped resources that exist in the region. We also found that significant amounts of aggregate are now being imported into the region from both Canada and Mexico. Historic And Current Aggregate Evaluation And Production In the study area there are currently fourteen areas that have been studied by the state; these study areas represent a small part of southern California’s lands where other abundant mineral resources exist. In the past, county-wide reports of aggregate resources were produced, but this series is out of print and no longer updated; seven reports were produced for this series. Aggregate use in the Temecula and southwestern Riverside County areas has risen as population and housing has grown. The current estimate for aggregate need in the study area is as follows: Riverside County 10,344,020 to 13,174,220 (tons/year) San Diego County 14,707,270 to 19,119,451 Temecula 384,180 to 499,434 New And Undeveloped Aggregate Sources In The Region There are numerous locations in Riverside and San Diego Counties that the State of California has classified a MRZ-3, known or inferred mineral occurrence with mapped delineation near many existing mines. There are also areas classified and delineated as inferred resources, MRZ-2b; that is, resources based on assumed continuity of the resource by geologic evidence, but not based on actual field inspection and sampling with computation of grade and quality. These areas may be adjacent to existing active mines or in one of the producing areas defined by the State. No State classifications have been performed in Imperial County. Numerous undeveloped aggregate resources exist throughout Riverside, San Diego, and Imperial Counties in alluvial deposits and hard rock occurrences. Many of these materials are of sufficient quality to be used for Portland Portland cement concrete materials. The general areas of these resources are listed in the following table. Within and outside of these areas, as shown on Figures 2-1, 2-2, and 2-3 we identified 23 more defined areas where resources could potentially be developed. There could be other areas as well. 6 -2 Riverside Co. San Diego Co. Imperial Co. Santa Ana Mountains Fallbrook area Northwest Imperial County Lake Elsinore – mine reclamation San Luis Rey Valley Southwest Imperial County Temescal Valley Area Eastern San Diego County Southeast Imperial County Perris Erosion Surface Lakeside Northeast Imperial County Perris Plain Eocene sand Southwestern Riverside County (east and northeast of Temecula) Areas within the Poway Conglomerate Aguanga/Wilson Creek area and the Anza-Terwilliger Valleys area Areas in river valleys: San Diego River, Tiajuana River, Otay River, Sweetwater River, and in deposits of the San Onofre Breccia Coachella & San Gorgonio Pass Aggregate Sources Outside The Region Aggregate is currently being imported from Canada and Mexico. The greater bulk transport of imported aggregate results in a significantly lower transport cost than by truck delivery. Hanson has focused its attention on the Port of San Francisco and ships aggregates there from British Columbia; deliveries to Southern California may be considered in the future. The Port of San Diego recently adopted a negative declaration for Polaris to import aggregate from Canada. The declaration would allow as much as 7-million tons per year, but imports will more reasonably be in the 1 to 3 million tons per year range. The Port of San Diego currently receives 400,000 metric tons per year of sand and 500,000 metric tons per year of bulk cement sent by barge from Ensenada. Hanson Materials, in a joint venture with Petreos del Pacifico, ships blasted rock, crushed aggregate and sands from shipping docks at Ensenada, Mexico, by ocean barge to the Port of San Diego. Sand and gravel and aggregate is also being imported by conveyor from Mexico. The Carrizo Gorge Railway, a U.S. Company, ships sand and gravel by rail car from Valle de las Palmas (near Tecate), Mexico in disrupted shipments at the International Border. Mining operations for sand, gravel, and stone exist within both enclosed coastal waters and in some nearshore waters along the California coastline. The federal government is exploring the most appropriate locations to initiate new offshore mining of sand and gravel resources, although no new offshore operations are currently being proposed in California. Existing Aggregate Mines In The Region There are 107 active aggregate mines that currently operate in Riverside, San Diego, and Imperial Counties. Most of these mines operate near other mines or in areas where mining has historically been 6 -3 conducted. Many mines operate within Mineral Land Classification zones determined by the State; however, about as many mines operate outside of areas classified as containing mineral resources. For example, there are four producing areas in Riverside County that have been classified: Temescal Valley (9 mines), Romoland/Homeland (2 mines), Wilson Creek area (1 mine), and the Palm Springs production area (17 mines). There are 21 mines that operate outside of classified areas as compared to the 29 listed above. In Imperial County, 24 mines operate and none of these areas are classified by the State. San Diego County has 25 active mines. Comparison of existing aggregate production areas and active mines with new areas where aggregate could potentially be produced shows that numerous areas could be developed. Thus, development of new resources combined with the increasing amount of imported aggregate from Canada and Mexico shows that aggregate will continue to be supplied to the region at comparable costs to current production. References -1 REFERENCES Bolen, W. P., 2007, Sand and Gravel (Construction): U.S. Geological Survey, Mineral Commodity Summaries, January 2007, pp. 138-139 _____, 2005, Construction Sand and Gravel: U.S. Geological Survey, 2005 Minerals Yearbook (February 2007), pp. 64.1 -64.21 Busch, L. L., 2007, Update of Mineral Land Classification for Portland Cement Concrete-Grade Aggregate in the Palm Springs Production-Consumption Region, Riverside County, California: California Geological Survey, Special Report 198 CGS, 2005, Oceanside Quadrangle Geologic Map, 1:100,000: California Geologic Survey, Available online at http://www.conservation.ca.gov/cgs/Pages/Index.aspx (Accessed December 2007). CSMGB, 2007, Verbal Report, December Meeting of the California State Mining and Geology Board, Palm Springs, CA Fallbrook Village, 2007, SanDAG addresses demand for quarry product, Thursday November 29th, 2007, Issue 48, Volume 11, Available online at http://www.thevillagenews.com/story.php?story_id=26827 (Accessed December 2007) Granite, 2007, Online information brochure, Available online at http://libertyquarryfacts.com/s tudies/index.htm (Accessed December 2007) Kohler, S., 2006, Aggregate Availability in California: California Geological Survey, Map Sheet 52 and report (released February 2007, updated 2006), 26 p, Map Scale 1:1,000,000 Miller, R.V, 1991, Mineral Land Classification of the Wilson Creek-Property: California Division of Mines and Geology, Open File Report 91-06. OFR91-06 Mineral Land Classification of the Wilson Creek Property, Riverside County, California 1991 $8 Miller, R.V. Open File Report Miller, R.V, 1988, Mineral Land Classification and Aggregate Materials in the Palm Springs-Production-Consumption Region: Division of Mines and Geology Special Report 159, 23p. Miller, R. V, and Corbaly, R., 1981, Mineral Land Classification of the Greater Los Angeles Area, Classification of Sand and Gravel Resources, Orange County -Temescal Valley Production-Consumption Region: California Division of Mines and Geology Special Report 143, Part III Miller, R. V, and Shumway, D. O., and Hill, R. L., 1991, Mineral Land Classification of the Temescal Valley Area, Riverside County, California: California Division of Moines and Geology Special Report 165 Polaris, 2007, Website by the Polaris Mineral Corporation: http://www.polarmin.com/(Accessed December 2007) References -2 PBS&J, 2006, Draft Mitigated Negative Declaration (UPD #83356-MND-681), San Diego International Terminals, Tenth Avenue Marine Terminal, San Diego, California: Prepared for San Diego Unified Port District, San Diego, California Resources Agency, 1995, California's Ocean Resources: An Agenda for the Future 5J: Mineral Resource Extraction, The Resources Agency of California, July 1995 (Draft) Strand, R.G., 1992, Mineral Land Classification of the Winchester Aggregate Site, Romoland and Winchester [7.5-Minute] Quadrangles, Riverside County, California for Asphaltic Concrete-Grade Aggregate and Base-Grade Aggregate: California Division Of Mines And Geology, Open File Report 92-02 U.S. Geological Survey, 2005, Sand and Gravel statistics, in Kelly, T.D., and Matos, G.R.,comps., Historical statistics for mineral and material commodities in the United States: U.S. Geological Survey Data Series 140, available online at http://pubs.usgs.gov/ds/2005/140/. (Accessed December 2007) U.S. Geological Survey, 1999, Natural Aggregates—Foundation of America’s Future: USGS Fact Sheet FS 144–97 (Reprinted February 1999), available online at http://minerals.usgs.gov/minerals/pubs/commodity/aggregates/fs14497.pdf (Accessed December 2007) Valenzuela, P., 2008, Personal communication: Planning Department, County of Imperial, 8-Jan, 2008 Weber, F. H, Jr., 1963 CDMG County Report No. 3, San Diego County: California Division of Mines and Mineral Resources MRC areas Country boundaries Project: Aggregate resource study F2 I G-1U R E Project No. 1031 Date: 1/25/08 Areas With State Mineral Resource 0 Miles 20 Classification (MRC) Zones Note: Locations of MRC areas are approximate. San Bernardino County •Coachella & San Gorgonio Pass •Perris Erosion Surface Riverside •Temescal Valley Area •Santa Ana Mountains •Lake Elsinore – mine reclamation •SW Riverside Co – Palm Springs Riverside County east/northeast Temecula •Aguanga/Wilson Cr. Area Temecula Salton Sea Imperial San Diego County County San Diego MexicoF I G U R E Project: Aggregate resource study 3-1 Project No. 1031 Date: 1/25/08 New And Undeveloped Aggregate Locations 0 Miles 40 In Riverside County Note: Locations of geologic features are approximate. La Quinta Riverside County Orange County River and Stream Deposits (all sand) 1 San Diego River 2 Tiajuana River 3 OtayRiver Temecula Otay River 4 Sweetwater River 5 San Onofre Breccia a source 5 mperial County San Diego County •Fallbrook area •San Luis Rey Valley •Eastern San Diego County •Lakeside 14 10 13 12 12 Im Poway Conglomerate Deposits 6 Mission Valley 7 Mission Valley and Los Penaquitos Canyon -Mission Valley and El Cajon Valley 8 San Clemente Canyon -Carroll Canyon, San Clemente Canyon Los 9 7 San Diego y y Penasquitos Canyon, Sycamore Canyon) 9 San Dieguito River Eocene sand 10 southeast of Del Mar C h dR k 1 11 678 Mexico Crushed Rock 11 Campo Milling; Hatfield Creek Quarry; A.G. Foster 12 J.R. Stringfellow, crushed granite 13 Marron Quarry, Oceanside 14 Meadowlark Ranch Quarry, 2 43 F I G U R E Project: Aggregate resource study 3-2 Project No. 1031 Date: 1/25/08 New And Undeveloped Aggregate Locations In Sam Diego County Rancho Sante Fe (north) 0 Miles 12 Note: Locations of geologic features are approximate. Indio ide County Riverside County Northeast Imperial County Rivers Colorado River Salton Sea Imperial County Northwest Imperial County unty Southwest Imperial County Fish Creek Mtns. Cargo Muchachas San Diego Cou ElCentro Yuma Mesozoic granitie Mt.. Signal Pilot Knob Mexico Southeast Imperial County F I G U R E 3-3 0 Miles 12 Project: Aggregate resource study Project No. 1031 Date: 1/25/08 New And Undeveloped Aggregate Locations In Imperial County Note: Locations of geologic features are approximate. Corona mine Beaumont mines Indio mines Thermal mines Palm Springs mines Riverside Hemet Palm Springs Temescal Canyon area Temecula Lake Elsinore mines Homeland mines Active mines in Western and Central Riverside County F I G U R E 5-1 0 Miles 10 Project: Aggregate resource study Project No. 1031 Date: 1/25/08 TABLE 5-1 Riverside County Aggregate Mines Mine Name Location Mine Status Resource 3M Corona Temescal Canyon Active Sand & Gravel Mayhew Canyon Quarry Temescal Canyon Active Sand & Gravel Chandler Warner Temescal Canyon Active Sand & Gravel Mobile Sand & Gravel Temescal Canyon Active Sand & Gravel Eagle Valley Quarry Temescal Canyon Active Liston Clay Pit Temescal Canyon Active Ben’s Mine Temescal Canyon Active Clay Corona Clay Pit Temescal Canyon Active Clay Recyc Mine Temescal Canyon Active Not a source for mineral resources; Applied for a resoures IMP Glen Ivy #1 Temescal Canyon Active Sand & Gravel Glen Ivy #2 Temescal Canyon Active Sand & Gravel Glen Ivy #3 Temescal Canyon Active Sand & Gravel Sierra Plant (Pao Verde) Corona Active Sand & Gravel Prado Pit Corona IMP Sand & Gravel MCA’s Alberhill Shale Clay Mine Lake Elsinore Active Clay Mountain Ave Pit #2 Lake Elsinore IMP Mountain Ave Pit 2 Lake Elsinore Active Sand & Gravel Pacific Clay Pits Lake Elsinore Active Murdock Ranch Mine Lake Elsinore Active Alberhill Mine Lake Elsinore IMP Bundy Canyon Pit Lake Elsinore Active Decomposed Granite WYROC-Lake Street Lake Elsinore IMP Aggregates E.Benton Pit Temecula Active Decomposed Granite Pyrite Quarry Riverside Active Rock Philadelphia Recycling Mine Mira Loma Active Sand & Gravel Juniper Flats Mine Homeland IMP Juniper Flats Pit Homeland Active Decomposed Granite Brookside Materials Yard Beaumont Active Sand & Gravel Markham Materials Yard Mead Valley Active Decomposed Granite Markham Pit Mead Valley Active Sand & Gravel Kennedy Hills Materials Moreno Valley Active Rock, Limestone TABLE 5-1 Riverside County Aggregate Mines (continued) Mine Name Location Mine Status Resource Little Lake Pit Hemet Active Decomposed Granite Terwilliger Road Pit Anza Active Decomposed Granite A-1’s Dillion Rd. Mine Indio Active Clay Coachella Valley Aggregates Indio Active Sand & Gravel Palm Desert Rock Indio Active Sand & Gravel Fargo Canyon Mine Indio Active Sand & Gravel Mesa Blanca Mine Indio Approved-Not Active Fill, Sand & Gravel Indio Mine Indio Active Sand & Gravel Vista Mine Indio Active Sand & Gravel Simon Mine Indio Active Sand & Gravel R Bar C Indio Active Sand & Gravel Thermal Pit Thermal IMP Clay, Sand & Gravel, Rock New Thermal Pit Thermal Active Sand & Gravel Valley Rock & Sand Thermal Active Sand & Gravel Crawford’s Mine Blythe Active Sand & Gravel PVID North Gravel Pit Blythe Active Gravel, Rock Blackstone Mine Blythe Active Ore Bradshaw Pit Blythe Active Sand & Gravel Midland Pit Blythe IMP Sand & Gravel Williams Pit Blythe IMP/ACTIVE Sand & Gravel Garnet Rock Pit Palm Springs Active Sand & Gravel Painted Hills Quarry Whitewater Active Sand & Gravel Thousand Palms Thousand Palms Active Sand & Gravel Sam Jones Mine Thousand Palms IMP Sand & Gravel Standard Gypsum Mine Midland Active Mountain View Road Pit Cathedral City Active Sand & Gravel Cabazon Quarry Cabazon Active Rock, Sand & Gravel TABLE 5-2 -San Diego County Aggregate Mines Mine Name Location Mine Status Resource Palo Verde Ranch Desiltation & Reclamation Project Alpine Active Fill Dirt Burnand Borrow Pit Borrego Springs Active Decomposed Granite Buckman Springs Borrow Pit Buckman Springs Active Decomposed Granite Hillsdale Pit El Cajon Active Sand and Gravel Hester’s Granite El Cajon Active Decomposed Granite Cottonwood Golf Course El Cajon Active Sand Inland Valley Materials Escondido Active Stone T.T.T Quarry Lakeside Active Stone Enniss Enterprises, Inc. Lakeside Active Sand Lakeside Sand Pit Lakeside Active Sand and Gravel Tunnel Hill Lakeside Active Fill Dirt Slaughterhouse Canyon/Asphalt Inc. Lakeside Active Fill Dirt HWY 67 (Pit 12/Vigilante) Lakeside Active Sand and Gravel El Monte Pit Lakeside Active Sand and Gravel Woodward Sand Lakeside Active Sand and Gravel Lakeside Land Company Lakeside Active Sand and Gravel Baxter Quarry Lakeside Active Fill Dirt Channel Road Lakeside Soon Online Sand Rosemary’s Mountain Pala Soon Online Decomposed Granite Pauma Valley Country Club Pauma Valley Active Sand Olive Street Borrow Pit Ramona Active Decomposed Granite National Quarries San Marcos Active Stone McCain Borrow Pit Vallecito Active Decomposed Granite Warner Borrow Pit Warner Springs Active Decomposed Granite Hanson Aggregates Pacific Southwest San Luis Rey River Inactive Alluvium Table 5-3 Imperial County Aggregate Mines Facility Name Operator Name Mine Status Permitted Cubic Yards /per year Holtville Desert Gravel Active 50,000 Frank Pit Ryerson Concrete Active 50,000 Shell Canyon Becker Properties Active 250,000 Wonderstone Pit Aggregate Products Active 150,000 Frink/Niland Pit Granite Active 80000 Pichacho Gravel Pit Imperial County Active 240,000 Standard Pit Elms Equipment Active 257,232 Wright Pit 1 Aggregate Products Active 500,000 Roberts Pit Ryerson Concrete Active 50,000 New River Rock & Sand River Rock & Sand Active 250,000 Frink Springs Gravel Cal Grade Inc. Active 250,000 Mount Signal I & II Gibson & Schaefer Active 100,000 Merril Pit Merrill Corporation Active 50,000 Dixiland Ranch M.S. Becker Properties Active 50,000 Glamis Pit Elms Equipment Active 44,000 Wheeler Pit BLM/Little Trucking Active Glamis Pit BLM/Little Trucking Active East Highlign Pit Aggregate Products Active 75,000 Jimenez Pit Granite Active 250,000 Protech Minerals Protech Minerals Active 10,000 Frink Mineral Pit Calgrade Inc. Active 200,000 Wilsons Corner Aggregate Products Active 1,200,000 API East Highline Pit Aggregate Products Active 400,000 McFarland Family Ltd. Aggregate Products Active 1,039.000 MERRIAM MOUNTAINS SPECIFIC PLAN APPENDIX Q FINAL MINERAL RESOURCE REPORT GPA 04-06; SP 04-006; R04-013; VTM5381; S04-035, S04-036, S04-037, S04-038; Log No. 04-08-028; SCH No. 2004091166 for the DRAFT ENVIRONMENTAL IMPACT REPORT August 2007 MERRIAM MOUNTAINS SPECIFIC PLAN FINAL MINERAL RESOURCE REPORT April 6, 2007 Prepared for: NNP-Stonegate Merriam, LLC 10815 Rancho Bernardo Road, Suite 310 San Diego, CA 92127 Prepared by: Leighton and Associates, Inc. 3934 Murphy Canyon Road, Suite B205 San Diego, CA 92123 Appendix E Acoustical Analysis Technical Report Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-1 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision APPENDIX E Noise Analysis Report Introduction This noise report has been prepared to analyze the existing noise setting and noise effects for the proposed annexation of Santa Margarita into the City of Temecula, California. The intent of the report is to determine if the project complies with San Diego County Code and City of Temecula Municipal Code, and what, if any, mitigation measures are required to cause the project to comply with the aforementioned codes. Noise Standards City of Temecula Municipal Code The following sections of the Temecula Municipal Code are relevant to the proposed Project: 9.20.040 General Sound Level Standards No person shall create any sound, or allow the creation of any sound, on any property that causes the exterior sound level on any other occupied property to exceed the sound level standards set forth in Table 1 9.20.060 9.20.060 Special Sound Sources Standards No person shall engage in or conduct construction activity, when the construction site is within one-quarter mile of an occupied residence, between the hours of 6:30 p.m. and 6:30 a.m., Monday through Friday, and shall only engage in or conduct construction activity between the hours of 7:00 a.m. and 6:30 p.m. on Saturday. Further, no construction activity shall be undertaken on Sunday and nationally recognized holidays. The City council may, by formal action, exempt projects from the provisions of this chapter. 9.20.030 Exemptions Sound emanating from motor vehicles, other than off-highway vehicles is exempt from the provisions of chapter 9.20 Noise of the municipal code. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-2 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision TABLE 1 TEMECULA LAND USE /NOISE STANDARDS Property Receiving Noise Maximum Noise Level (Ldn or CNEL, dBA) Type of Use Land Use Designation Interior Exterior Medium 45 65/70a Residential High 45 70a Neighborhood, Service, etc --70 Commercial and Office Professional Office 50 70 Light Industrial Industrial Park 55 75 Schools 50 65 Public/Industrial All others 50 70 Vineyards/Agriculture --70 Open Space Open Space --70/65b a Maximum exterior noise level up to 70 dB CNEL are allowed for multiple-family housing. b Where quiet is a basis required for the land use. c Regarding aircraft-related noise, the maximum acceptable exposure for new residential development is 60 dB CNEL. SOURCE: City of Temecula, October 2007. San Diego County Code EC. 36.404 Sound Level Limits Unless a variance has been applied for and granted, it shall be unlawful for any person to cause or allow the creation of any noise to the extent that the one-hour average sound level, at any point on or beyond the boundaries of the property on which the sound is produced, exceeds the applicable limits set forth below in Table 2. TABLE 2 COUNTY OF SAN DIEGO NOISE STANDARDS Zone Time Applicable one hour sound (dBA) Limit Average Level Area of less than 11 dwelling units per acre 7 am to 10 pm 10 pm to 7 am 50 45 Area of 11 or more dwelling units per acre 7 am to 10 pm 10 pm to 7 am 55 50 All other commercial zones 7 am to 10 pm 10 pm to 7 am 60 55 Manufacturing and industrial anytime 70 Industrial anytime 75 SOURCE: San Diego County Code. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-3 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision If the measured ambient level exceeds the applicable limit noted above, the allowable one hour average sound level shall be the ambient noise level. The ambient noise level shall be measured when the alleged noise violation source is not operating. The sound level limit at a location on a boundary between two (2) zoning districts is the arithmetic mean of the respective limits for the two districts; provided however, that the one-hour average sound level limit applicable to extractive industries, including but not limited to borrow pits and mines, shall be 75 decibels at the property line regardless of the zone where the extractive industry is actually located. EC. 36.410 Construction Equipment It shall be unlawful for any person to operate construction equipment between the hours of 7 p.m. of any day and 7 a.m. of the following day. It shall also be unlawful for any person to operate construction equipment on Sundays, and days appointed by the President, Governor, or the Board of Supervisors for a public fast, Thanksgiving, or holiday, but a person may operate construction equipment on the abovespecified days between the hours of 10 a.m. and 5 p.m. at his residence or for the purpose of constructing a residence for himself, provided that the average sound level does not exceed 75 decibels during the period of operation and that the operation of construction equipment is not carried out for profit or livelihood. It shall also be unlawful to operate any construction equipment so as to cause at or beyond the property line of any property upon which a legal dwelling unit is located an average sound level greater than 75 decibels between the hours of 7 a.m. and 7 p.m. Minor Maintenance to Residential Property is exempt. The provisions of Section 36.404 shall not apply to noise sources associated with minor maintenance to property used either in part or in whole for residential purposes provided said activities take place between the hours 7 a.m. and 8 p.m. on any day except Sunday, or between the hours of 10 a.m. and 8 p.m. on Sunday. Existing Noise Environment The noise environment surrounding the proposed Project site is influenced primarily by traffic on local roads. Noise levels away from roadways can be quite low depending on the amount of nearby human activity. A Metrosonics Model db3080 sound level meter was used to measure the existing ambient noise levels at various locations on the proposed Project site. The meter was calibrated to ensure the accuracy of the measurements. Short-term noise level measurements were taken at ten locations around the proposed Project site. The noise measurement results are presented below in Table 3 and the locations are depicted in Figure 1. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-4 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision TABLE 3 EXISTING NOISE ENVIRONMENTS AT PROJECT LOCATION Location Time Period Leq (dBA) Noise Sources Short-term Measurement 1: Measurement was taken at north gate of ecological reserve at the end of Via Tornado. 08/25/08 2:05 – 2:10 p.m. 5-minute Leq 53 dBA Helicopter: 61 dBA Wind <42 dBA Short-term Measurement 2: Measurement was taken at the end of Calle Pintoresca. 08/25/08 2:29 – 2:34 p.m. 5-minute Leq 48 dBA Plane in distance >42 dBA Wind: 56 dBA Short-term Measurement 3: Measurement was taken at end of Via Yerba 08/25/08 2:41 – 2:46 p.m. 5-minute Leq 47 dBA Helicopter : 44 dBA Wind <42 dBA Short-term Measurement 4: Measurement was taken at end of Via De Los Robles 08/25/08 3:00 – 3:05 p.m. 5-minute Leq 45 dBA Idling truck: 48 dBA Wind <42 dBA Birds: 47 dBA Short-term Measurement 5: Measurement was taken at end of Calle Liva 08/25/08 3:20 – 3:25 p.m. 5-minute Leq 59 dBA Car: 72 dBA Wind: 66 dBA No wind: 43 dBA Short-term Measurement 6: Measurement was taken at end of El Viento Seico 08/25/08 3:37 – 3:42 p.m. 5-minute Leq 53 dBA Paper: 61 dBA Pump: 46 dBA Short-term Measurement 7: Measurement was taken at end of Rock Mountain 08/25/08 3:53 – 3:58 p.m. 5-minute Leq 44 dBA Plane: 46 dBA Wind: 47 dBA Short-term Measurement 8: Measurement was taken at the south gate of ecological reserve at the end of North Stagecoach Lane 08/25/08 5:00 – 5:05 p.m. 5-minute Leq 44 dBA Birds: 44 dBA Wind <42 dBA Short-term Measurement 9: Measurement was taken at the corner of Stagecoach Lane and Gena Road 08/25/08 5:22 – 5:27 p.m. 5-minute Leq 44 dBA Birds <42 dBA Wind <42 dBA Short-term Measurement 10: Measurement was taken at the corner of Stagecoach Lane and Willow Glenn Road 08/25/08 5:34 – 5:39 p.m. 5-minute Leq 48 dBA Birds <42 dBA Car : 66 dBA SOURCE: ESA, 2008. ST-6 ST-8 ST-9 ST-5 ST-4 ST-3 ST-2 ST-1 ST-10 ST-7 City of Temecula -Santa Margarita Area . 208485 Figure 1 Noise Measurement Locations SOURCE: GlobeXplorer; ESA, 2008. 0 4,000 Feet Project Boundary Short Term LEGEND ST-# Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-6 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Sensitive Receptors Some land uses are considered more sensitive to ambient noise levels than others because of the amount of noise exposure (in terms of both exposure duration and insulation from noise) and the types of activities typically involved. Residences, hotels, schools, rest homes, and hospitals are generally more sensitive to noise than commercial and industrial land uses. There are six occupied dwelling units within the project area; two are occasionally used by San Diego State University (SDSU) researchers. The nearest sensitive receptor to the eastern hillside residential area in the proposed general plan is across highway 15 a half mile in San Diego County. The middle portion of hillside residential is located 240 feet to the north of its nearest sensitive receptor located in San Diego County. The nearest sensitive receptor to the western hillside residential area in the proposed general plan is 0.7 miles south in San Diego County. Sensitive land uses also occur throughout the Santa Margarita Ecological Reserve due to SDSU biological resources, student research projects and ongoing research projects at various scientific research stations. Assessment of Impacts Impact 1: Project construction could expose persons to or generate noise levels in excess of the applicable City of Temecula of County of San Diego noise standards. Construction activity noise levels at and near the construction areas would fluctuate depending on the particular type, number, and duration of uses of various pieces of construction equipment. Construction-related material haul trips would raise ambient noise levels along haul routes, depending on the number of haul trips made and types of vehicles used. In addition, certain types of construction equipment could generate impulsive noises (such as pile driving and blasting), which can be particularly annoying. Table 4 shows typical noise levels during different construction stages. Table 5 shows typical noise levels produced by various types of construction equipment. TABLE 4 TYPICAL CONSTRUCTION NOISE LEVELS Construction Phase Noise Level (dBA, Leq)a Ground Clearing Excavation Foundations Erection Finishing 84 89 78 85 89 a Average noise levels correspond to a distance of 50 feet from the noisiest piece of equipment associated with a given phase of construction and 200 feet from the rest of the equipment associated with that phase. SOURCE: U.S. Environmental Protection Agency, Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances, 1971. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-7 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision TABLE 5 TYPICAL NOISE LEVELS FROM CONSTRUCTION EQUIPMENT Construction Equipment Noise Level (dBA, Leq at 50 feet ) Dump Truck Portable Air Compressor Concrete Mixer (Truck) Scraper Jack Hammer Dozer Paver Generator Pile Driver Backhoe Blasting 88 81 85 88 88 87 89 76 101 85 115 SOURCE: Cunniff, Environmental Noise Pollution, 1977. Except for rock blasting; rock blasting data provided by the National Park Service. Noise from construction activities generally attenuates at a rate of 6 to 7.5 dBA per doubling distance. Based on the proposed Project site layout and terrain, an attenuation of 7.5 dBA will be assumed. A total of 81 single-family dwelling units is considered a worst case scenario, as the actual development of these dwelling units is heavily constrained by numerous environmental and physical design constraints including: topography; domestic water supply; wastewater disposal; dry utilities; primary and secondary access; land-locked parcels; geotechnical considerations; onsite fire department water storage requirements (125,000 gallons per dwelling) and emergency access requirements; sensitive habitat and species issues; and MSHCP conservation requirements. It is considered highly unlikely that any residential parcel could meet these development requirements on an individual basis, and some form of assessment district would likely be required to fund and construct the requisite backbone infrastructure. Onsite Residences Pre existing homes on the project site could experience construction noise approximately as close as 200 feet (worst case) , due to the new hillside residential land use and the required setbacks. Average home separation would probably be 500 to 1,000 feet apart and would prohibit mass grading and wholesale vegetation clearing for agricultural purposes. Also, a reasonable phasing assumption would entail development of 5 homes per year, which would require 18 years to construct all 81 single-family dwelling units allowed under the proposed planning applications. Table 4 states that excavation is 89 dBA at 50 feet, and if attenuated out to 200 feet, the residence would experience noise levels of approximately 74 dBA Leq during finishing and excavation. However, the loudest of construction activities that could occur would be pile driving and blasting. Pile driving is a short term noise event that is 101 dBA at 50 feet, and if attenuated out to 200 feet, the residence would experience noise levels of approximately 86 dBA. In a worst case scenario, blasting could be used during construction of a residence. If this were to happen residences at 200 Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-8 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision feet would experience noise levels of approximately 100 dBA. Subsequent exposure to construction noise by individual residences could be lessened over time due to attenuation of noise by Project structures built in the interim. Construction noise at these levels would be substantially greater than existing noise levels. These construction noise levels, especially if they were to occur during the nighttime hours when people are sleeping, would be potentially significant. The City of Temecula noise ordinance states that no person shall conduct construction activity when the site is within one-quarter mile from an occupied residence between the hours of 6:30 pm and 6:30 am Monday through Friday, and shall only conduct construction between the hours of 7:00 am and 6:30 pm on Saturday. Further, no construction activity shall be undertaken on Sunday and nationally recognized holidays. Daytime construction is commonly exempt from noise ordinances because background noise is typically louder during the day than at night, and sleep disturbance is typically considered to be a nighttime impact. However, even daytime noise levels from construction can exceed daytime ambient levels and be a substantial annoyance to nearby residential units. Mitigation Measures 1a through 1f would reduce nighttime and daytime construction noise levels. Off-Site Residences The nearest off-site sensitive receptor is located 240 feet south of the middle portion of proposed general plan hillside residential area in San Diego County. Due to required setbacks, construction of the nearest new residence could occur approximately as close as 440 feet from this off-site receptor (worst case). Table 4 states that excavation is 89 dBA at 50 feet, and if attenuated out to 440 feet, the residence would experience noise levels of approximately 64 dBA Leq during finishing and excavation. However, the loudest of construction activities that would occur would be pile driving and blasting. Pile driving is a short term noise event that is 101 dBA at 50 feet, and if attenuated out to 440 feet, the residence would experience noise levels of approximately 77 dBA. In a worst case scenario, blasting could be used during construction of a residence. If this were to happen residences at 440 feet could experience noise levels of approximately 91 dBA. Subsequent exposure to construction noise by individual residences could be lessened over time due to attenuation of noise by Project structures built in the interim. In San Diego County it is unlawful for construction to take place between the hours of 7:00 pm and 7:00 am on Sundays of legal holidays. Construction is allowed between 7:00 am and 7:00 pm as long as noise levels at the property line of a legal dwelling unit do not exceed a 75 dBA average. Pile driving would be approximately 77 dBA and blasting would be approximately 91dBA but both would only be intermittent and not occur for an average of an hour. Therefore construction noise levels at nearby residences in San Diego County are less than significant. Santa Margarita Ecological Reserve Site The SMER itself is considered a sensitive land use. On a daily basis, numerous ongoing research projects take place within the SMER area. The area is used as research and education of southern California ecosystems. The reserve maintains classrooms and laboratories, and databases which are Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-9 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision all considered sensitive receptors to noise impacts. Sensitive research projects and biological resources on the SMER site could experience construction noise approximately as close as 200 feet (worst case), due to the new hillside residential land use and the required setbacks. A reasonable phasing assumption would entail development of 5 homes per year, which would require 18 years to construct all 81 single-family dwelling units allowed under the proposed planning applications. Table 4 states that excavation is 89 dBA at 50 feet, and if attenuated out to 200 feet, the residence would experience noise levels of approximately 74 dBA Leq during finishing and excavation. However the loudest of construction activities that could occur would be pile driving and blasting. Pile driving is a short term noise event that is 101 dBA at 50 feet, and if attenuated out to 200 feet, the sensitive land uses at the SMER site would experience noise levels of approximately 86 dBA. In a worst case scenario, blasting could be used during construction of a residence. If this were to occur, sensitive land uses at the SMER site at 200 feet would experience noise levels of approximately 100 dBA. Subsequent exposure to construction noise by could be lessened over time due to attenuation of noise by project structures built in the interim. Construction noise at these levels would be substantially greater than existing noise levels. The noise levels from construction would exceed daytime ambient levels and could interfere with sensitive research projects on the SMER site. Mitigation Measures 1a through 1f would reduce nighttime and daytime construction noise levels. Measure 1a: The applicant shall ensure, as specified in the San Diego County Code, and the City of Temecula noise ordinance, that no construction may occur during the following hours: A. 6:30 pm – 7:00 am, Monday through Saturday. B. At any time on Sunday or any legal holiday. Measure 1b: The applicant shall ensure that all construction equipment shall use properly operating mufflers. Measure 1c: The applicant shall ensure that all construction staging shall be performed as far as possible from occupied dwellings. Measure 1d: The applicant shall ensure that all signs shall be posted at the construction sites that include permitted construction days and hours, a contact number for the job site, and a contact number for the City of Temecula Building and Safety Department project manager, in the event daytime noise exceeds 65dBA at the exterior of the residences. In that event the City shall have the right to require limiting the number of noisy pieces of equipment used at one time so that the noise level is reduced to the permissible level. Measure 1e: Implement “quiet” pile-driving technology (such as pre-drilling of piles and the use of more than one pile driver to shorten the total pile driving duration), where feasible, feasible, in consideration of geotechnical and structural requirements and conditions. Measure 1f: A blasting plan for construction must be prepared and followed that includes the following: Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-10 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision 1) The Blasting Plan must meet the approval of the appropriate City department with jurisdiction over the project and blasting. 2) Primary components of the Blasting Plan shall include: a) Identification of blast officer; b) Scaled drawings of blast locations, and neighboring buildings, streets, or other locations which could be inhabited; c) Blasting notification procedures, lead times, and list of those notified. Public notification to potentially affected vibration receptors describing the expected extent and duration of the blasting; d) Description of means for transportation and on-site storage and security of explosives in accordance with local, state and federal regulations; e) Minimum acceptable weather conditions for blasting and safety provisions for potential stray current (if electric detonation); f) Traffic control standards and traffic safety measures (if applicable); g) Require personal protective equipment; h) Minimum standoff distances and description of blast impact zones and procedures for clearing and controlling access to blast danger; i) Procedures for handling, setting, wiring, and firing explosives. Also procedures for handling misfires per Federal code; j) Type and quantity of explosives and description of detonation device. Sequence and schedule of blasting rounds, including general method of excavation, lift heights, etc.; k) Methods of matting or covering of blast area to prevent flyrock and excessive air blast pressure; l) Description of blast vibration and air blast monitoring programs; m) Dust control measures in compliance with applicable air pollution control regulations (to interface with general construction dust control plan); n) Emergency Action Plan to provide emergency telephone numbers and directions to medical facilities. Procedures for action in the event of injury; o) Material Safety Data Sheets for each explosive or other hazardous materials to be used; p) Evidence of licensing, experience, and qualifications of blasters; and q) Description of insurance for the blasting work. 3) A Blast Survey Workplan shall be prepared by the blaster. The Plan shall establish vibration limits in order to protect structures from blasting activities and identify specific monitoring points. At a minimum, a pre-blast survey shall be conducted of any potentially affected structures and underground utilities within 500 feet of a blast area, as well as the nearest commercial or residential structure, prior to blasting. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-11 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision 4) The survey shall include visual inspection of the structures, documentation of structures by means of photographs, video, and a level survey of the ground floor of structures or the crown of major and critical utility lines, and these shall be submitted to the City. This documentation shall be reviewed with the individual owners prior to any blasting operations. The City and impacted property owners will be notified at least 48 hours prior to the visual inspections. 5) Vibration and settlement threshold criteria (for example peak particle velocity of 0.5 inches per second) shall be submitted by the blaster to the City for review and approval during the design process. If the settlement or vibration criteria are exceeded at any time or if damage is observed at any of the structures or utilities, then blasting shall immediately cease and the City immediately notified. The stability of segmental retaining walls, existing slopes, creek canals, etc. shall be monitored and any evidence of instability due to blasting operations shall result in immediate termination of blasting. The blaster shall modify the blasting procedures or use alternative means of excavating in order to reduce the vibrations to below the threshold values, prevent further settlement, slope instability, and prevent further damage. 6) Air blast overpressure limits and monitoring shall be conducted at the property line closest to the blast and at other above ground structures identified in the Plan for vibration monitoring. Air blast overpressure limits shall be in accordance with applicable law and shall be established to prevent damage to adjacent properties, new construction, and to prevent injuries to persons on-site and off-site. 7) Prior to full-scale production blasting, the blaster shall conduct a series of test blasts at the sites where blasting is to occur. The tests shall start with reduced charge weights and shall increase incrementally to that of a full-scale production round. Monitoring shall be conducted as described in the Plan. 8) Post-construction monitoring of structures to identify (and repair if necessary) all damage, if any, from blasting vibrations. Any damage shall documented by photograph, video, etc. This documentation shall be reviewed with the individual property owners. 9) Reports of the results of the blast monitoring shall be provided to the City, the local fire department, and owners of any buried utilities on or adjacent to the site within 24 hours following blasting. Reports documenting damage, excessive vibrations, etc. shall be provided to the City and impacted property owners. Significance after Mitigation: Although the above mitigation measures would reduce the impact to less than significant, construction sites are noisy locations with heavy equipment and blasting that could substantially affect noise levels at nearby residents. Such impacts could last a a substantial time before the complaint system would be used to reduce the impact. Therefore, construction noise could at times be a short-term significant and unavoidable impact of the proposed Project. Impact 2: Construction activities associated with the project would not result in exposure of sensitive receptors to excessive levels of ground-borne vibration. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-12 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision As shown in Table 6, use of heavy equipment for the City of Temecula Area Annexation project construction generates vibration levels of up to 0.644 PPV or 87 RMS (impact pile driver) at a distance of 25 feet. The nearest on-site residential sensitive receptor and SMER research area would be approximately 200 feet from infrequent pile driving activity and could experience vibration levels of approximately 0.03 PPV and 77 RMS. The nearest off-site sensitive receptor would be approximately 440 feet from infrequent pile driving activity and could experience vibration levels of approximately 0.01 PPV and 67 RMS. Vibration levels at these receptors would not exceed the potential building damage threshold of 0.2 PPV or the annoyance threshold of 80 RMS. Other sensitive receptors in the project vicinity would be exposed to vibration levels at incrementally lower levels. Implementation of Mitigation Measures 1e (“quiet pile-driving”) and 1f (“Blasting Plan”) would also reduce potential vibration from construction activities. No additional mitigation would be required. TABLE 6 VIBRATION VELOCITIES FOR CONSTRUCTION EQUIPMENT Equipment/Activity PPV at 25 ft (inches/second)a RMS at 25 ft (Vdb)b Caisson Drilling 0.089 87 Large Bulldozer 0.089 87 Loaded Trucks 0.076 86 Jackhammer 0.035 79 Impact Pile Driver 0.644 104 a Buildings can be exposed to ground-borne vibration levels of 0.2 PPV without experiencing structural damage. b The human annoyance response level is 80 RMS. SOURCE: Federal Transit Administration, Transit Noise and Vibration Impact Assessment, May 2006. Mitigation: None required. Impact 3: Traffic associated with operation of the Project would not result in a significant increase in ambient noise levels on nearby roadways. Most of the noise generated by the implementation of the Project would primarily be trafficgenerated noise. The proposed Project would contribute to an increase in local traffic volumes, resulting in higher noise levels along local roadways. Using a spreadsheet based upon algorithms from the Federal Highway Administration’s Highway Traffic Noise Prediction Model (FHWARD-77-108) and the Project traffic study provided by Albert A. Webb Associates, traffic noise levels were analyzed for 12 roadway segments. The segments analyzed and results of the modeling are shown in Table 7 and Table 8. The cumulative scenario is discussed further in Impact 4. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-13 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision TABLE 7 EXISTING PM PEAK-HOUR NOISE LEVELS ALONG SELECTED ROADWAYS Weekday Noise Levels (Leq)a Modeled Roadway Segment Existing Existing + Project Incremental Increaseb Significant (Yes/No)c La Paz St north of Hwy 79 65 65 0 No La Paz St south of Hwy 79 56 57 1 No Hwy 79 east of La Paz St 73 73 0 No Hwy 79 west of La Paz St 73 73 0 No Pechanga Pkwy south of Hwy 79 71 71 0 No Hwy 79 east of Pechanga Pkwy 71 72 1 No Highway 79 west of Pechanga Pkwy 73 73 0 No Rainbow Canyon Rd south of Pechanga Pkwy 66 66 0 No Pechanga Pkwy east of Rainbow Canyon Rd 71 71 0 No Pechanga Pkwy south of Rainbow Canyon Rd 71 71 0 No a Noise levels are estimated at a distance of 50 feet from roadway centerline. Data based on weekday peak hour Leq is approximately equal to the Ldn under normal traffic conditions (Caltrans, 1998). b The numbers from existing were subtracted from existing plus project to show the incremental increase. c Considered significant if the incremental increase in noise is greater than 5 dBA Leq in a noise environment of 60 dBA Ldn or less, an increase of 3 dBA Leq in a noise environment greater than 60 dBA and 65 dBA Ldn, or an increase of 1.5 dBA Leq in a noise environment greater than 65 dBA Ldn. SOURCE: Albert A. Webb, 2008; ESA, 2008. TABLE 8 FUTURE PM PEAK-HOUR NOISE LEVELS ALONG SELECTED ROADWAYS Weekday Noise Levels (Leq)a Modeled Roadway Segment Existing + Ambient Growth Existing + Ambient Growth + Project Incremental Increaseb Significant (Yes/No)c La Paz St north of Hwy 79 66 66 0 No La Paz St south of Hwy 79 56 56 0 No Hwy 79 east of La Paz St 73 73 0 No Hwy 79 west of La Paz St 73 73 0 No Pechanga Pkwy south of Hwy 79 72 72 0 No Hwy 79 east of Pechanga Pkwy 72 72 0 No Highway 79 west of Pechanga Pkwy 74 74 0 No Rainbow Canyon Rd south of Pechanga Pkwy 66 66 0 No Pechanga Pkwy east of Rainbow Canyon Rd 71 71 0 No Pechanga Pkwy south of Rainbow Canyon Rd 71 71 0 No a Noise levels are estimated at a distance of 50 feet from roadway centerline. Data based on weekday peak hour Leq is approximately equal to the Ldn under normal traffic conditions (Caltrans, 1998). b The numbers from existing plus ambient growth were subtracted from existing plus ambient growth plus project to show the incremental increase. c Considered significant if the incremental increase in noise is greater than 5 dBA Leq in a noise environment of 60 dBA Ldn or less, an increase of 3 dBA Leq in a noise environment greater than 60 dBA and 65 dBA Ldn, or an increase of 1.5 dBA Leq in a noise environment greater than 65 dBA Ldn. SOURCE: Albert A. Webb, 2008; ESA, 2008. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-14 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision As depicted in Table 7 and Table 8, no roadway segments would result in a significant increase in traffic noise from the proposed project versus the existing scenario, and the existing plus ambient growth plus project versus the existing plus ambient growth scenario. Therefore traffic noise associated with the proposed Project is less than significant and compatible with SMER sensitive land uses. Mitigation: None required. Impact 4: Increases in traffic from the Project in combination with other development could result in cumulatively considerable noise increases. There are 30 development projects currently in the planning process located in the vicinity of the Project. When considered alone, the proposed Project would generate noise mainly by adding more traffic to the area. Many of the other anticipated projects would contribute to noise in the area due to increased traffic volumes as well. Table 9 shows the future cumulative traffic noise with the Project compared to the existing plus ambient growth plus cumulative without the Project traffic noise scenario. As depicted in Table 9, traffic noise associated with cumulative development would not result in any roadway segments with significant cumulative impacts Therefore; cumulative traffic noise associated with the proposed Project would be less than significant, and compatible with SMER sensitive land uses. TABLE 9 CUMULATIVE FUTURE PM PEAK-HOUR NOISE LEVELS ALONG SELECTED ROADWAYS Weekday Noise Levels (Leq)a Modeled Roadway Segment Existing + Ambient Growth + Cumulative Projects Existing + Ambient Growth + Cumulative Projects + Project Incremental Increase b Significant (Yes/No)c La Paz St north of Hwy 79 67 67 0 No La Paz St south of Hwy 79 56 56 0 No Hwy 79 east of La Paz St 76 76 0 No Hwy 79 west of La Paz St 76 76 0 No Pechanga Pkwy south of Hwy 79 74 74 0 No Hwy 79 east of Pechanga Pkwy 74 74 0 0 No Highway 79 west of Pechanga Pkwy 76 76 0 No Rainbow Canyon Rd south of Pechanga Pkwy 68 68 0 No Pechanga Pkwy east of Rainbow Canyon Rd 74 74 0 No Pechanga Pkwy south of Rainbow Canyon Rd 74 74 0 No a Noise levels are estimated at a distance of 50 feet from roadway centerline. Data based on weekday peak hour Leq is approximately equal to the Ldn under normal traffic conditions (Caltrans, 1998). b The numbers from existing plus ambient growth plus cumulative projects were subtracted from existing plus ambient growth plus cumulative projects plus projects to show the incremental increase. c Considered significant if the incremental increase in noise is greater than 5 dBA Leq in a noise environment of 60 dBA Ldn or less, an increase of 3 dBA Leq in a noise environment greater than 60 dBA and 65 dBA Ldn, or an increase of 1.5 dBA Leq in a noise environment greater than 65 dBA Ldn. SOURCE: Albert A. Webb, 2008; ESA, 2008. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-15 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Mitigation: None required. Conclusion Analysis indicates that the noise levels produced by the annexation project traffic, cumulative traffic, and construction vibration would not exceed the noise standards of the City of Temecula nor the County of San. However, although mitigation measures would reduce the construction noise impact to less than significant, construction sites are noisy locations with heavy equipment and blasting that could substantially affect noise levels at nearby residents and SMER sensitive research areas. Therefore, construction noise could at times be a short-term significant and unavoidable impact of the proposed Project. References California Department of Transportation (Caltrans), Technical Noise Supplement, 1998. Cunnif, Patrick, Environmental Noise Pollution, 1977. City of Temecula, Municipal Code, October 2007. Federal Interagency Committee on Noise, Effects of Aviation Noise of Awakenings from Sleep, 1992. Federal Transit Administration, Transit Noise and Vibration Impact Assessment, 2006. U.S. Environmental Protection Agency, Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances, 1971. San Diego County, San Diego County Code, current though July 25 2008 Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-16 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Appendix Goals and Policies City of Temecula General Plan Noise The following sections of the Temecula General Plan are relevant to the proposed Project: Goal 1: Separate significant noise generators from sensitive receptors. Policy 1.1: Discourage noise sensitive land uses in noisy exterior environments unless measures can be implemented to reduce exterior and interior noise to acceptable levels. Alternatively, encourage less sensitive uses in areas adjacent to major noise generators but require sound –appropriate interior working environment. Policy 1.2: Limit the hours of construction activity next to residential areas to reduce noise intrusion in the early morning, late evening, weekends and holidays. Policy 1.3: Use information from the noise contour map in the General Plan in the development review process to prevent location of sensitive land uses near major stationary noise sources. Goal 2: Minimize transfer of noise impacts between adjacent land uses. Policy 2.1: Limit the maximum permitted noise levels crossing property lines and impacting adjacent land uses. Policy 2.2: Establish criteria for placement and operation of stationary outdoor equipment. Policy 2.3: Require that mixed use structures and areas be designed to prevent transfer of noise and vibration from commercial areas to residential areas. Goal 3: Minimize the impact of noise levels throughout the community through land use planning. Policy 3.1: Enforce and maintain acceptable noise limit standards. Policy 3.2: Work with the County of Riverside and the City of Murrieta to minimize or avoid land use/noise conflicts prior to project approvals. Policy 3.3: Encourage the creative use of site and building design techniques as a means to minimize noise impacts. Policy 3.4: Evaluate potential noise conflicts for individual sites and projects, and require mitigation of all significant noise noise impacts as a condition of project approval. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-17 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Goal 4: Minimize impacts from transportation noise sources. Policy 4.1: Minimize noise conflicts between land uses and the circulation network, and mitigate sound levels where necessary or feasible to ensure the peace and quiet of the community. Policy 4.2: Ensure the effective enforcement of City, State and Federal noise impacts from vehicles, particularly in residential areas. Policy 4.3: Enforce the speed limit on arterials and local roads to reduce noise impacts from vehicles, particularly in residential areas. Policy 4.4: Coordinate with Caltrans to ensure the inclusion of noise mitigation measures in the design of new highways or improvement projects in the Planning Area. Policy 4.5: Participate in the planning and impact assessment activities of the County Airport Land Use Commission and other regional or State agencies relative to any proposed proposed expansion of the airport or change in flight patterns. Introduction to Noise Descriptors To describe noise environments and to assess impacts on noise-sensitive areas, a frequency weighting measure, which simulates human perception, is commonly used. It has been found that A-weighting of sound levels best reflects the human ear’s reduced sensitivity to low frequencies, and correlates well with human perceptions of the annoying aspects of noise. The A-weighted decibel scale (dBA)1 is cited in most noise criteria. Decibels are logarithmic units that conveniently compare the wide range of sound intensities to which the human ear is sensitive. Table Noise-1 identifies decibel levels for common sounds heard in the environment. TABLE NOISE-1: TYPICAL NOISE LEVELS Noise Level (dBA) Outdoor Activity Indoor Activity 90+ Gas lawn mower at 3 feet, jet flyover at 1,000 feet Rock Band 80–90 Diesel truck at 50 feet Loud television at 3 feet 70–80 Gas lawn mower at 100 feet, noisy urban area Garbage disposal at 3 3 feet, vacuum cleaner at 10 feet 60–70 Commercial area Normal speech at 3 feet 40–60 Quiet urban daytime, traffic at 300 feet Large business office, dishwasher next room 20–40 Quiet rural, suburban nighttime Concert hall (background), library, bedroom at night 10–20 Broadcast /recording studio 0 Lowest threshold of human hearing Lowest threshold of human hearing SOURCE: (modified from Caltrans Technical Noise Supplement, 1998) 1 A decibel (dB) is a unit of sound energy intensity. Sound waves, traveling outward from a source, exert a sound pressure level (commonly called “sound level”) measured in dB. An A-weighted decibel (dBA) is a decibel corrected for the variation in frequency response to the typical human ear at commonly encountered noise levels. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-18 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Several time-averaged scales represent noise environments and consequences of human activities. The most commonly used noise descriptors are the equivalent A-weighted sound level over a given time period (Leq)2; average day-night 24-hour average sound level (Ldn)3 with a nighttime increase of ten dBA to account for sensitivity to noise during the nighttime; and community noise equivalent level (CNEL)4, also a 24-hour average that includes both an evening and a nighttime weighting. Noise levels are generally considered low when ambient levels are below 45 dBA, moderate in the 45-to 60-dBA range, and high above 60 dBA. Outdoor day-night sound levels (Ldn) vary over 50 dBA, depending on the specific type of land use. The Ldn noise levels average approximately 35 dBA in wilderness areas, 40 to 50 dBA in small towns or wooded residential areas, 75 dBA in major metropolis downtown areas, and 85 dBA near major freeways and airports. Although people often accept the higher levels associated with very noisy urban residential and residential-commercial zones, they nevertheless are considered to be adverse levels of noise to public health. Noise Attenuation Stationary point sources of noise, including stationary mobile sources such as idling vehicles, attenuate (lessen) at a rate between 6 dBA for hard sites and 7.5 dBA for soft sites for each doubling of distance from the reference measurement. Hard sites are those with a reflective surface between the source and the receiver such as parking lots or smooth bodies of water. No excess ground attenuation is assumed for hard sites and the changes in noise levels with distance (drop-off rate) is simply the geometric spreading of the noise from the source. Soft sites have an absorptive ground surface such as soft dirt, grass or scattered bushes and trees. In addition to geometric spreading, an excess ground attenuation value of 1.5 dBA (per doubling distance) is normally assumed for soft sites. Line sources (such as traffic noise from vehicles) attenuate at a rate between 3 dBA for hard sites and 4.5 dBA for soft sites for each doubling of distance from the reference measurement (Caltrans, 1998). Noise Measurements Environmental Science Associates (ESA) normally uses Metrosonics Model db-308 and db-3080 sound level meters to collect ambient noise level measurements. These precision sound level meters are calibrated prior to a noise study to ensure the accuracy of the measurements. Calibration results of the sound level meters are recorded in a database to track the variation of the sound level meter prior to the calibration. If the variation regularly exceeds 0.3 dBA prior to calibration, the sound level meter is returned to the factory for repairs or taken out of service. The 2 The Equivalent Sound Level (Leq) is a single value of a constant sound level for the same measurement period duration, which has sound energy equal to the time–varying sound energy in the measurement period. 3 Ldn is the day–night average sound level that is equal to the 24–hour A–weighted equivalent sound level with a ten-decibel penalty applied to night between 10:00 p.m. and 7:00 a.m. 4 CNEL is the average A–weighted noise level during a 24–hour day, obtained by addition of five decibels in the evening from 7:00 to 10:00 p.m., and an addition of a ten–decibel penalty in the night between 10:00 p.m. and 7:00 a.m. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-19 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision noise calibrator (Metrosonics CL-304) is returned to the factory annually for a check of the calibration. Long-term noise measurements are unattended. The sound level meter is put into a noise box that is placed as near as possible to the location of desired noise measurements. The noise boxes are usually locked to a fence, or tree and the microphone is placed at approximately ear height. Shortterm noise measurements are collected with the sound level meter attached to a tripod and a noise analyst records the noise levels associated with specific events (i.e., a passing car or truck or a train horn, etc.). All noise measurements are logged into the memory of the sound level meter and downloaded to a computer at the end of the noise study. A typical installation for a long-term noise measurement is shown in Figure Noise-1. An example of a noise analyst analyst collecting short term noise measurements is shown in Figure Noise-2. Figure Noise-1: Sound Level meter near Quest Field in Seattle collecting long-term data. Appendix E: Noise Analysis Report City of Temecula Santa Margarita Area Annexation E-20 ESA /208485 Draft EIR September 2008 Preliminary − Subject to Revision Figure Noise 2: Short-term noise measurements with observer.