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HomeMy WebLinkAboutSMAA Appendices Feb 15, 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 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 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 ___________________________5-1 8 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/TrafficCoun ts.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 84924 26678 46067 9473 63861 55542 51579 11929 58692 121891 81506 4202 2937 4337 132 4337 3069 78569 13580 78689 111602 102025 97967 18721 17254 84798 112596 96606 36448 26089 118154 96585 26078 12679 10530 13565 11209 1182 976 9496 10720 9496 10720 2502 2472 13668 13401 12248 10073 11666 14610 74 127 10389 8685 3743 2015 1902 1431 966 1034 13140 11347 74 127 5588 5573 7242 6579 4335 2796 2796 6231 5557 1693 1705 13948 13666 9331 8630 7423 6306 8091 10600 00 5180 5196 7123 7317 5755 6577 5869 6260 5157 4053 9073 8448 1910 1845 5755 6577 14832 15027 10175 10356 2447 3138 7172 6858 19830 20797 8641 11086 5588 5573 1910 1845 2230 2225 805 842 23680 22476 15925 31272 36497 5566 5862 1786 1894 3935 4189 5863 5931 7894 7666 14735 3238 1303 571 896 8561 8495 8561 8495 19970 24836 7592 13124 15756 1914 1347 14389 15795 12620 15001 508 533 9476 9170 31272 36497 19830 20797 16576 20835 00 00 0 0 9234 8066 5631 6179 12895 12961 19125 20270 9164 9469 16651 20835 75 0 2762 3457 2762 3457 2762 3457 8813 24716 24074 3004 905 4560 3294 5917 1598 7110 12371 12318 12371 12318 5100 8101 10627 9281 5188 8143 18580 22403 6376 4493 24606 28598 1563 134 4493 6376 3278 4103 13635 29305 23225 18632 21616 4385 3346 26379 28088 4145 3346 571 896 646 872 332 2087 6033 4327 6816 6085 197 1420 6957 6816 6957 6816 15349 16982 13864 14426 2971 15423 9957 10538 13676 11284 1409 1436 1409 1436 1123 1672 2199 1583 5180 5612 5940 5205 3764 4459 12393 14278 10065 8877 11967 12215 6414 6018 11479 11944 3559 2896 6205 5383 5310 5373 4560 3294 11145 11092 646 872 102805 3164 2386 2121 3049 13695 13013 83146 122623 1563 134 1563 134 4560 3294 75 0 5157 4053 4053 5157 239 0 00 00 00 00 00 00 00 8746 3439 2348 627 7380 6157 5771 3475 4548 7072 6055 1420 197 627 2348 627 2348 1563 134 134 1563 115809 6083 122623 1685 116469 122240 00 00 976 941 00 00 Viper Software by The Urban Analysis Group Licensed to Southern California Association of Governments Year 2030 RTP Plan, AUTOS ONLY, ADT 11575 5254 11905 26678 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 00 241 237 87 76 250 206 12 56 690 690 423 463 317 268 202 253 00 1621 33 19 164 210 144 141 234 138 416 469 18 48 164 210 581 678 29 39 14 11 14 13 641 612 197 248 00 18 48 24 11 1239 1156 40 1183 1270 163 260 165 166 333 352 308 175 276 46 31 18 14 13 248 391 248 391 467 915 746 397255 405 72 12 752 945 750 944 11 522 533 1183 1270 641 612 563 680 00 00 0 0 171 161 172 172 184 283 25 24 15 13 563 680 00 125 30 125 30 125 30 907 1988 996 11 12 54 30 71 142 10 1301 1378 852 885 852 885 282 544 1671 1875 96 119 282 544 241 525 55 44 230 519 22 10 44 55 248 387 12 896 901 2485 89 262 565 130 94 1784 1990 130 94 13 00 1 111 237 119 274 168 82 524 462 524 462 1495 217 1300 1369 19 2128 430 1236 1524 1794 12 12 29 18 109 54 16 68 28 37 12 38 846 857 818 834 793 981 248 336 812 1140 37 16 736 810 40 34 54 30 155 191 00 0 0 0 0 0 7781 235 118 34 318 333 3453 338 10162 9276 22 10 22 10 746 397 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 966 54 30 00 234 138 138 234 00 00 00 00 00 00 00 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