Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
042607 PTS Agenda
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the office of the City Clerk at (951) 694-6444. Notification 48 hours prior to a meeting will enable the City to make reasonable arrangements to ensure accessibility to that meeting [28 CFR35.102.35.104 ADA Title ll] AGENDA TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION TO BE HELD AT CITY HALL COUNCIL CHAMBERS 43200 Business Park Drive Temecula, California Thursday, April 26, 2007 at 6:00 P.M. CALL TO ORDER: FLAG SALUTE ROLL CALL: COMMISSIONERS: Hagel, Ramos, Jacobs, Arbogast, Youmans PRESENTATIONS: Certificate of Recognition — CPR/AED Training Fire Captain/Paramedic Tim Buckley Certificate of Distinguished Service — Theater Technical Coordinator John Deards Certificate of Recognition — DUI Arrests 2006 — Officer Tim Mohr Presentation - Hand-Held/PDA Cite Books — Officer Matt Hughes PUBLIC COMMENTS A total of 15 minutes is provided so members of the public can address the Commission on items that are not listed on the Agenda. Speakers are limited to two (2) minutes each. If you desire to speak to the Commission about an item not listed on the Agenda, a yellow "Request to Speak" form should be filled out and filed with the Commission Secretary. When you are called to speak, please come forward and state your name and address. For all other agenda items, a "Request to Speak" form must be filed with the Recording Secretary before the Commission gets to that item. There is a three (3) minute time limit for individual speakers. NOTICE TO THE PUBLIC All matters listed under Consent Calendar are considered to be routine and all will be enacted by one vote. There will be no discussion of these items unless members of the Public/Traffic Safety Commission request specific items be removed from the Consent Calendar for separate action. COMMISSION REPORTS Reports by the Commissioners on matters not on the agenda will be made at this time. A total, not to exceed, ten (10) minutes will be devoted to these reports. r:\trahic\commissn\agenda\2007\042607 Agenda/ajp COMMISSION CONSENT CALENDAR Minutes of February 22, 2007 RECOMMENDATION: 1.1 Approve the Minutes of February 22, 2007 COMMISSION BUSINESS Old Town Temecula Civic Center Master Plan and Conceptual Design RECOMMENDATION: 2.1 That the Public/Traffic Safety Commission review and discuss the Old Town Temecula Civic Center Master Site Plan and Conceptual Design. 3. Request for Multi -Way Stop Signs — La Serena Way and Walcott Lane/Cebu Drive RECOMMENDATION: 2.1 That the Public/Traffic Safety Commission recommend that the City Council adopt a resolution establishing Multi -Way Stop signs at the intersection of La Serena Way and Walcott/Cebu Drive. 4. Traffic Conditions — Camino Palencia. Camino Guarda, Camino Veste, Via Benabarre and Corte Zorita RECOMMENDATION: 4.1 That the Public/Traffic Safety Commission: 1. Deny the request for speed bumps on Camino Palencia, Camino Guarda, Camino Veste, Via Benabarre and Corte Zorita; 2. Approve the staff recommendation to install centerline striping on Camino Guarda at the Via Benabarre and Camino Veste "knuckle"; and 3. Approve the staff recommendation to install 25 MPH speed limit signs on Camino Guarda, Via Benabarre, Camino Veste, and Corte Zorita, and provide selective enforcement of the 25 MPH prima facie speed limit. 5. Traffic Engineer's Report 6. Police Chiefs Report 7. Fire Chiefs Report ADJOURNMENT The next regular meeting of the City of Temecula Public/Traffic Safety Commission will be held on Thursday, May 24, 2007 at 6:00 P.M., Temecula City Hall, Council Chambers, 43200 Business Park Drive, Temecula, California. r\Uafric\commissn\agenda\2007\042007 Agenda/ajp ITEM NO. 1 MINUTES OF A REGULAR MEETING OF THE CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 22, 2007 CALL TO ORDER The City of Temecula Public/Traffic Safety Commission convened in a regular meeting at 6:00 p.m. on Thursday, February 22, 2007, in the City Council Chambers of Temecula City Hall, 43200 Business Park Drive, Temecula, California. FLAG SALUTE Commissioner Youmans led the audience in the Flag salute. ROLL CALL Present: Commissioners: Hagel, Ramos, Jacobs, Youmans, and Chairperson Arbogast. Absent: None. COMMISSION REPORTS A. Thanking City staff and Police Department for their monthly police reports, Commissioner Youmans relayed his appreciation for being able to be kept apprised of police issues throughout the City. B. Commissioner Jacobs gave kudos to the police officers for their efforts with regard to a home invasion. C. Echoing comments made by Commissioner Youmans, Commissioner Ramos also relayed his appreciation of being kept up to date with monthly police reports. D. Referencing the commercial truck task force inspection, Commissioner Hagel noted his concern with the amount of trucks that were in violation, and relayed the importance of continuing the task force inspection. E. Commenting on the monthly police highlights, Chairperson Arbogast advised that because the highlights are sent in publisher format, she has not been able to open the documents, and requested that the reports be sent in a PDF format; relayed her appreciation to Commissioner Youmans for his Chairmanship for calendar year 2006; and expressed her appreciation to staff for the opportunity to observe the commercial truck task inspection, noting that it was very informative. Chairperson Arbogast also thanked the police for their efforts with regard to commercial vehicles parking on Sandborn Avenue and Madison Avenue; and advised the Commission to contact Deputy City Manager Yates with any goals they may have for the year; and requested a workshop with regard to signalization in the near future. R:\Minutes\PublicTraffioSafetyCommission022207 1 COMMISSION CONSENT CALENDAR Minutes of January 25, 2007 RECOMMENDATION: 1.1 Approve the Minutes of January 25, 2007. MOTION: Commissioner Jacobs moved to approve the Consent Calendar. Commissioner Ramos seconded the motion and voice vote reflected approval with the exception of Commissioner Youmans who abstained. COMMISSION BUSINESS 2. RECOMMENDATION: 2.1 That the PubliclTraffic Safety Commission review and recommend that the City Council adopt an Ordinance establishing prohibiting the non - permitted use, storage, manufacturing, and sale of fireworks. Captain Buckley provided the Public/Traffic Safety Commission with a staff report (of record). In response to Commissioner Hagel's query, Sergeant Anderson noted that all violations would be subject to the City's Ordinance. Explaining administrative citations, Deputy City Manager Yates read Section D, 1.21 of the Temecula Municipal Code to the Commission. The Commission thanked staff for their report. MOTION: Commissioner Hagel moved to approve staff recommendation. Commissioner Youmans seconded the motion and voice vote reflected unanimous approval. 3. Annual Fire Inspection Program =619uu 14410ec •► 3.1 That the Public/Traffic Safety Commission review and provide input to the Fire Department for the Annual Fire Inspection Program. Captain Buckley gave a staff report (of record). Chairperson Arbogast relayed her desire of having the Chamber of Commerce helping to advertising the City's Fire Department Annual Fire Inspection Program. R:Winutes\PublicTrafficSafetyCommission022207 2 Captain Buckley noted that the only time a business would be charged a fee would be if there were in violation of compliance. It was the consensus of the Public/Traffic Safety Commission to receive and file this report. PUBLIC COMMENTS A. Ms. Connie Hodgkins, Temecula, requested a safe method for Great Oak High School students to cross the park in the front of the high school. In response to Ms. Hodgkins request, Director of Public Works Hughes advised that the park was designed as a public city park and that there would be no intention to encourage students crossing between the park and the high school; that there would be protected crossing signals at Deer Hallow Way and Pechanga Parkway, as well as Peach Tree Way advising that there was never an intention to add a signal at this location. 4. Reauest for Traffic Sianal Installation — Margarita Road at Paseo Brillante RECOMMENDATION: 4.1 That the Public/Traffic Safety Commission deny the request for installation of a traffic signal at the intersection of Margarita Road at Paseo Brillante. Principal Engineer Moghadam provided the Public/Traffic Safety Commission with a staff report (of written record). Commissioner Youmans relayed his concurrence with staffs report. In response to Commissioner Jacobs' query, Principal Engineer Moghadam advised that off -hand, he would not have the traffic warrants for Avenida Cima Del Sol. Commissioner Jacobs requested that the warrants for Avenida Cima Del Sol be evaluated. Director of Public Works Hughes noted that if it is the desire of the Commission, Avenida Cima Del Sol could be added to the signal priority update list. Chairperson Arbogast relayed that an option to consider would be to restrict a left-hand turn onto Margarita Road from Paseo Brillante making it a right-hand turn only; reiterating that this location would not meet the warrants for a signal as stated in staffs report. Echoing Chairperson Arbogast's comment, Commissioner Hagel agreed that a traffic light on Margarita Road and Paseo Brillante may make the situation worse. Principal Engineer Moghadam offered the following: o That most hours of the day a left-hand turn would not be difficult R:VAinuteskPublicTraffieSafetyCommission022207 3 That the number of traffic accidents on Margarita Road and Paseo Brillante would not demonstrate a problem. Director of Public Works Hughes noted that installing a No left-hand turn on Margarita Road and Paseo Brillante would create frustration for residents during the non peak hours of the day. Appreciating comments by Director of Public Works Hughes and Principal Engineer Moghadam, Commissioner Jacobs noted that it would be his desire to have Paseo Briallante on the signal priority update list to be evaluated in detail. MOTION: Commissioner Youmans moved to approve staff recommendation and deny the request for installation of a traffic signal on Margarita Road and Paseo Brillante. Commissioner Ramos seconded the motion and voice vote reflected unanimous approval. 5. Request for Traffic Signal Installation — Wolf Valley Road at Caminito Olite RECOMMENDATION: 5.1 That the Public/Traffic Safety Commission deny the request for installation of a traffic signal at the intersection of Wolf Valley Road at Caminito Olite. Principal Engineer Moghadam provided the Commission with a staff report (of record). Commissioner Youmans requested that a speed limit sign be installed on Wolf Valley Road at Caminito Olite. Principal Engineer advised that speed limit signs will be posted on Wolf Valley Road and Caminito Olite in the near future. MOTION: Commissioner Jacobs moved to approve staff recommendation and deny the request of a traffic signal on Wolf Valley Road and Caminito Olite. Commissioner Hagel seconded the motion and voice vote reflected unanimous approval. 6. Traffic Engineer's Report No additional comments. 7. Police Chiefs Report Sergeant Anderson gave a brief report as follows: o That 1214 citations were written in the City; and that 257 citations were from SLAP o That the fatal collision on Margarita Road was due to an individual turning off Margarita Road onto Paseo Brillante; advising that the driver was at fault o That there was an attempt homicide on January 31, 2007 o That a presentation on paperless citations will be provided at the April, 2007, Public/Traffic Safety Commission meeting R:\PAinutes\PublicTrafficSafetyCommission022207 o That a roving saturation will take place on Saturday, March 17, 2007; noting that more details will be provided to the Commission via email 8. Fire Chiefs Report Captain Buckley offered the following update: o That the Roripaugh Fire Station would be nearing its completion and that staff will be bringing in the new fire engine for the Commission to explore o That CERT will take place on Friday, March 2, Saturday March 3, and Sunday, March 4 o That medical supplies will be purchased for the Citizen Corps. trailer and will be brought to the Commission once completion of supplies is done. Deputy City Manager Yates advised the Commission that currently there would be private security at night at the Roripaugh Fire Station being paid for by the developer. Director of Public Works Hughes noted that the Wolf Creek Fire Station would be nearing its completion. On behalf of the American Legion, Commissioner Ramos noted that a recognition dinner will be provided for Police, CHP, and Fire Department on Thursday, March 22, 2007. ADJOURNMENT At 7:30 p.m. Chairperson Arbogast formally adjourned this meeting to Thursday, March 22, 2007 at 6:00 P.M., in the City Council Chambers, 43200 Business Park Drive, and Temecula. Tomi Arbogast, Chairperson Administrative Assistant, Anita Pyle R:\Minutes\PublicTrafficSafetyCommission022207 5 ITEM NO. 2 AGENDA REPORT TO: Public/Traffic Safety Commission FROM: Ali Moghadam, Principal Engineer -Traffic DATE: April 26, 2007 SUBJECT: Item 2 Old Town Temecula Civic Center Master Plan and Conceptual Design RECOMMENDATION: That the Public/Traffic Safety Commission review and discuss the Old Town Temecula Civic Center Master Site Plan and Conceptual Design. BACKGROUND: Mr. Greg Butler, Principal Engineer, Public Works Division will provide a presentation regarding the Old Town Temecula Civic Center Master Plan. r:\traffic\commission\agenda\2007\032207\Civic Center Review ITEM NO. 3 AGENDA REPORT TO: Public/Traffic Safety Commission FROM: Ali Moghadam, P.E., Principal Engineer -Traffic DATE: April 26, 2007 SUBJECT: Item 3 Request for Multi -Way Stop Signs — La Serena Way and Walcott Lane/Cebu Drive RECOMMENDATION: That the Public/Traffic Safety Commission recommend that the City Council adopt a resolution establishing Multi -Way Stop signs at the intersection of La Serena Way and Walcott Lane/Cebu Drive. BACKGROUND: Staff received a petition from the Serena Hill Homeowner's Association to review the feasibility of installing multi -way stop signs and crosswalks at the intersection of La Serena Way and Walcott Lane/Cebu Drive, to provide right-of-way assignment for vehicular and pedestrian traffic. The public has been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process and by mail. La Serena Way is classified as a four (4) lane undivided Secondary Arterial roadway on the City's General Plan Circulation Element with two (2) travel lanes in each direction and turn lanes as needed. Currently in the area of Walcott Lane/Cebu Drive, La Serena Way is striped for one (1) travel lane in each direction, a painted median, and a bike lane in each direction. The Average Daily Traffic (ADT) volume on La Serena Way is 4,400 in the vicinity of Walcott Lane/Cebu Drive. The speed limit is posted at 45 MPH on La Serena Way. Walcott Lane is classified as a two (2) lane undivided Collector roadway on the City's General Plan Circulation Element with one (1) travel lane in each direction. Walcott Lane is currently striped for one travel lane in each direction with a left -turn lane at the intersection of La Serena Way. The ADT on Walcott Lane is 4,000 just north of La Serena Way. The speed limit is posted at 35 MPH on Walcott Lane. Cebu Drive is a 40 foot wide residential street which functions as a residential collector providing access to La Serena Way for numerous single family residential units in the Mirada subdivision. The ADT on Cebu Drive is approximately 1,000 at La Serena Way. The prima facie speed limit is 25 MPH on Cebu Drive. In order to evaluate the need for multi -way stop signs, entering vehicular volume data, sight distance, and accident history was reviewed for the intersection. This data along with an evaluation of other roadway conditions was used to perform a Multi -Way Stop Warrant analysis. A copy of the traffic count data is included as Exhibit "C. r:\traffic\commissnlagenda\2007\0322\laserenaahvalwftr bu/ajp A review of the accident history for the period from February 1, 2006 to February 28, 2007, indicates that there was one (1) reported collision at the intersection during this 12 month period. The Manual on Uniform Traffic Control Devices (MUTCD) indicates that a Multi -Way Stop installation may be useful at locations where the volume of traffic on intersecting roads is approximately equal and/or where a combination of high speed, restricted sight distance and an accident history indicates that assignment of right-of-way is necessary. Multi -Way Stop controls should not be used for controlling vehicular speeds. There are four (4) criteria that the MUTCD has established for the evaluation of Multi -Way Stop signs. These criteria are as follows: A. Where traffic control signals are justified, the multi -way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made forthe installation of the traffic control signal. B. An accident problem, as indicated by five (5) or more reported accidents in a twelve (12) month period that are susceptible to correction by a multi -way stop installation. Such accidents include right and left -turn collisions as well as right-angle collisions. C. Minimum Volumes The vehicular volume entering the intersection from the major street approaches (total both approaches) averages at least 300 vehicles per hour for any eight (8) hours of an average day, and 2 The combined vehicular, pedestrian and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same eight (8) hours, with an average delay to minor street vehicular traffic of at least 30 seconds per vehicle during the maximum hour, but 3 If the 85-percentile approach speed of the major street traffic exceeds 40 miles per hour, the minimum vehicular volume warrants are 70 percent of the above values. D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values, Criterion C.3 is excluded from this condition. Other criteria that may be considered when evaluating the need for multi -way stops include: A. The need to control left -turn conflicts; B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a motorist, after stopping, cannot see conflicting traffic and is not able to reasonably safely negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector streets of similar design and operating characteristics where multi -way stop controls would improve the traffic operational characteristics of the intersection. The multi -way stop warrant analysis performed for the intersection indicates that the applicable warrant criteria is satisfied and multi -way stop signs are justified at the intersection of La Serena Way and Walcott Lane/Cebu Drive. r:\traffic\wmmissn\agenda\200T0322\laserenaahvalwtt tabu/ajp Therefore, staff recommends that the Commission approve a recommendation that the City Council adopt a resolution establishing Multi -Way Stop signs at the intersection of La Serena Way and Walcott Lane/Cebu Drive. FISCAL IMPACT: Funds are available for the installation of signs and associated pavement markings in the Public Works Routine Street Maintenance Account. Attachment: 1. Exhibit "A" — Location Map 2. Exhibit'B" — Petition — Serena Hill Homeowner's Association 3. Exhibit "C" —Vehicular Volume Data c\traffic\wmmi"n\agenda\2007\0322\las renaatwa1wtt- bu/ajp EXHIBIT "A" LOCATION MAP EXHIBIT "B" PETITION SERENA HILL HOMEOWNER'S ASSOCIATION SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951.699.7656 • 800 676-2347 • FAX 951-699-8196 To: City of Temecula Public/Traffic Safety Commission From: Concerned Citizens of the Serena Hills Community RE: Petition for Updated Traffic Study & Installation of Appropriate Traffic Control Devices — Intersection of La Serena Way at Cebu Drive & Walcott Lane (Nicolas Road) Dear Commissioners, As citizens of the Serena Hills Community, we the undersigned are concerned about the lack of adequate pedestrian -safety measures at the intersection of La Serena Way and Cebu Drive/Nicolas Road. It is our collective fear that the lack of a pedestrian -friendly traffic control devices at this intersection will be sure to result in one or more pedestrian injuries and/or fatalities. As you can see from the attached exhibit of the intersection, resident pedestrians (including numerous children) from the "Travato" area of our community (141 /200 total homes) are forced take their lives in their own hands crossing La Serena Way in order to get to and from; a) Serena Hills Park, or; b) the Temecula School District's school bus loading area. If installed, adequate pedestrian -friendly traffic control devices would allow for safer passage to and from these areas by our residents, our resident's children and their guests. In addition, a recent check conducted of the Riverside County Sheriffs Office traffic accident records involving this intersection revealed the fact that an unusually high number of accidents have occurred at this location for the prior 15 months. Copies of the aforementioned accident reports are available and, if necessary, can be provided upon request as further backup. As is currently the case, only two legal alternatives exist for pedestrians seeking passage to and from these areas without "jay walking" directly across La Serena Way at Cebu Drive: 1) Pedestrians coming from the aforementioned "Travato" area of our development (homes located on the south side of La Serena Way) could choose to walk on the south side of La Serena Way approximately 'A mile to the east to the nearest stop sign located at La Serena Way and Butterfield Stage Road). Given this alternative, they would then be required to walk west on the north side of La Serena the same distance to the school bus loading area/park. Pedestrians seeking to access Serena Hills Park would then be faced with the additional unsafe burden of trying to cross Walcott Lane/Nicolas Road (where a stop sign exists but where vehicles turning north onto Nicolas Road from either direction off La Serena Way are not required to stop). 2) In terms of accessing Serena Hills Park, we understand that residents could also choose to drive their vehicles to the parking lot located adjacent to the park. We feel that forcing out resident -pedestrians to use either of these less than desirable alternatives represents an "onerous" burden. The first alternative, still unsafe yet not illegal, still places our resident pedestrians in harm's way not once but twice due to their having to cross lanes of travel where vehicles ate not required to stop. The second alternative of Page 1 of 2 SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951.699-7656 • 800 676-2347 • FAX 951.699-8196 having to drive to the park altogether defeats the purpose of our original residents having funded installation of Serena Hills Park. In stating this, we understand that installation of this park was a "Condition of Development" placed on our community's developer, Shea Homes, by the City of Temecula and the funding for which was no doubt provided, at least in part, by the purchase of our homes. Further, having to drive such a short distance in our automobiles to access a park so nearby defeats the intent of the city causing this "community" park to be installed. Was it not the intent of the city in requiring the developer install this park so that we, as local residents, were provided recreation opportunities in a concerted effort to establish ours as a "livable" and "walkable" community? In researching this issue with the city, we understand that, as part of city's General Plan "Circulation Element", traffic signals (and no doubt pedestrian crosswalks) will eventually be installed at the intersection of La Serena Way and Butterfield Stage Roads. However, this does nothing to alleviate our current concerns regarding the safety of our pedestrians, especially considering the unusually slow progress surrounding the planned extension of Butterfield Stage Road to Mutrieta Hot Springs Road. Because this extension is likely to involve acts of eminent domain initiated by the city upon landowners in the path of the extension, installation of the aforementioned traffic signals could take multiple years to complete. Further, installation of the aforementioned traffic signals will not alleviate the unsafe condition which would still exist for pedestrians traveling west on the north side of La Serena Way wishing to access Serena Hills Park by crossing Walcott Lane/Nicolas Road. After being required to walk approximately 1/2 mile prior to arriving at this intersection (an onerous burden itself given many of our residents are young parents of small children), pedestrians will still be confronted with the daunting task of watching for fast-moving vehicles turning onto Walcott Lane/Nicholas Road from La Serena Way while hastily directing their children across. Given the above, we respectfully request that the necessary traffic surveys be conducted and, if so warranted, adequate pedestrian -friendly traffic control devices (up to and/or including the addition of flashing lights, pedestrian crosswalks and/or a 4-way "STOP" intersection) be installed as soon as possible to protect the lives of our residents, resident's children and guests while providing reasonable access to the areas mentioned herein. Please understand that this petition, which includes the names, addresses and signatures of 142 residents from our community, is only the first step we are taking to ensure the safety concerns of our residents are met. In seeking your assistance, we are asking that you exercise your commissioned civic authority to spearhead this request. Sincerely, The Undersigned 40 ww'- Zoa S' C� S E R E N A H I L L S Page 2 of 2 0 Av, SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951.699-7656 • 800 676-2347 • FAX 951-699-8196 Page 3 of 10 SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951-699-7656 • 800 676.2347 • FAX 951.699-8196 3 / 933 x ,7a0AA5:- ��51)�7L •�� 9S1�676� a6o �9'si 3z�9�91 �s.t)��►s a�i U G7b `V74 1/&"(/ X"A4, 3/9y�, Lame 7,-,ivvtJL/. e— o0 "lro fEo 7o��roJy1,,a r;20SL 71.1�JGItiK Z;b-ti) 31991 3tc 90 kiee 3/fgo ®w,s Go��c- 3�aleo Q�qe �a4 37 4eku 1/ 404,/4 C"r 5 77- z 7 ' 1 u r� �9sr�So6—y�4� b74- 5-76/ cis - ag�Z 6 •Lq�i�bgs- ro�C� Page 3of10 I SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951-699.7656 9 800 676.2347 • FAX 951-699.8196 Printed Name(s) Address S nature s =r�� iAt�,a�lo sncnz 4M7 Crb.'D' E anft ► o I r,s Cl,lj�k yoagq Cabv Or. ( 74 k ku,ck ' 3/ 9'?l Ca!/e ear/ea-T' ,1L- zs - rKliLV�F-,GA1 kvin ov - 3193o 010-LLA BLggA ITW, f-v-aW-c*ll KAwr A� 3070 3/91 C -W lY1 cl �r Page 3of10 SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951-699-7656 • 800 676-2347 • FAX 951.699-8196 Page 5 of 10 SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951-699-7656 • 800 676.2347 • FAX 951-699-8196 Printed Name(s) Address Si at 6b 011v; q 31Q03 Luzotu SrQ \ LiDIA t'cr(7ulEuuo SAH4t (" olljil V"c ALL4 i � �w . . , its i' �(J IJ +( � (I � �.� • I 1 . .1 �.. �''�r� _ _ 1 j CIC14 ►cLIA&Ws 3/i39 �k >ula� ►zldu� - Page 4 of 10 SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951-699.7656 • 800 676.2347 • FAX 951-699-8196 nll....�- Page 8 of 10 y SERENA HILL HOMEOWNER'S ASSOCIATION C/O THE PRESCOTT COMPANIES 27720 JEFFERSON AVE #200 • TEMECULA, CA 92590 951.699-7656 • 800 676-2347 • FAX 951-699-8196 Page 6 of 10 EXHIBIT "C" TRAFFIC VOLUME DATA Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEWALSNS N/S: Cebu Drive / Walcott Lane Site Code: 015099 E/W: La Serena Way Date Start: 06-Mar-07 24 Hour Entering Volume Count Date End: 06-Mar-07 Start 06--0 Mar- Northbound Hour Totals Southbound Hour Totals Combined Totals Tim. - Tu. Mnminn AB.mnnn Mnminn AB.mnnn Mnminn Aftomnnn Mnminn Afr.mnnn Mnminn A@.mnnn 12:00 0 6 6 38 12:15 0 11 1 34 12:30 0 2 5 37 12:45 0 5 0 24 2 24 14 133 14 157 01:00 0 6 1 41 01:15 0 2 3 30 01:30 0 7 1 37 01:45 0 9 0 24 5 40 10 148 10 172 02:00 0 10 6 31 02:15 0 11 1 33 02:30 0 11 1 64 02:45 0 13 0 45 1 101 9 229 9 274 03:00 0 13 0 54 03:15 0 15 1 53 03:30 1 9 1 66 03:45 0 11 1 48 3 79 5 252 6 300 04:00 1 6 3 65 04:15 1 9 4 44 04:30 3 5 2 58 04:45 7 8 12 28 6 60 15 227 27 255 05:00 5 5 9 59 05:15 2 7 6 73 05:30 4 13 13 42 05:45 5 10 16 35 21 58 49 232 65 267 06:00 4 9 16 39 06:15 6 7 23 51 06:30 4 13 24 46 06:45 8 6 22 35 48 52 111 188 133 223 07:00 15 7 69 40 07:15 10 9 79 34 07:30 15 3 83 35 07:45 13 3 53 22 90 29 321 138 374 160 08:00 18 6 61 30 08:15 12 1 55 25 08:30 17 3 52 32 08:45 21 2 68 12 60 28 228 115 296 127 09:00 4 3 30 34 09:15 7 2 24 19 09:30 3 3 25 23 09:45 9 1 23 9 23 18 102 94 125 103 10:00 7 2 27 13 10:15 3 0 40 12 10:30 8 1 33 5 10:45 5 0 23 3 41 9 141 39 164 42 11:00 9 0 37 5 11:15 3 0 27 6 11:30 3 1 25 9 11:45 6 1 21 2 32 8 121 28 142 30 I otal Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. Percentag 239 287 526 08:00 68 0.810 02:30 52 0.867 239 287 526 1126 1823 2949 07:00 321 0.892 02:45 274 0.678 45.4% 54.6% 38.2% 61.8% ADT 3,475 AADT 3,475 1126 1823 1365 2110 2949 3475 Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEWALSEW N/S: Cebu Drive / Walcott Lane Site Code: 015099 E/W: La Serena Way Date Start: 06-Mar-07 24 Hour Entering Volume Count Date End: 06-Mar-07 Start 06---Mar- Eastbound Hour Totals Westbound Hour Totals Combined Totals 07 Ti-- T— r,e,...,;.,,, ewers...., nA....,i.,., ewe.,.,...,. ne—i.,.. Aft—....,, nn... i— neo..,....., ne....,i.,,, enem� 12:00 0 22 2 33 12:15 0 21 0 35 12:30 0 28 2 22 12:45 0 16 0 87 0 29 4 119 4 206 01:00 1 27 4 26 01:15 1 16 4 24 01:30 2 33 9 24 01:45 1 27 5 103 3 23 20 97 25 200 02:00 0 39 0 36 02:15 1 27 0 30 02:30 0 34 1 27 02:45 2 48 3 148 0 57 1 150 4 298 03:00 2 25 1 77 03:15 0 63 1 69 03:30 1 61 1 46 03:45 1 42 4 191 0 60 3 252 7 443 04:00 0 45 4 56 04:15 1 43 1 51 04:30 2 34 2 56 04:45 2 50 5 172 0 51 7 214 12 386 05:00 1 41 6 62 05:15 3 34 10 74 05:30 5 66 5 72 05:45 4 54 13 195 8 69 29 277 42 472 06:00 11 48 13 51 06:15 19 59 17 53 06:30 11 36 29 48 06:45 69 47 110 190 59 40 118 192 228 382 07:00 50 48 36 33 07:15 29 38 34 26 07:30 37 32 44 24 07:45 42 29 158 147 49 18 163 101 321 248 08:00 35 29 55 12 08:15 32 20 40 17 08:30 27 23 30 27 08:45 37 12 131 84 34 18 159 74 290 158 09:00 25 17 46 15 09:15 16 12 28 18 09:30 9 21 30 19 ' 09:45 13 12 63 62 21 10 125 62 188 124 10:00 10 8 28 13 10:15 18 6 15 5 10:30 11 5 18 7 10:45 18 8 57 27 24 7 85 32 142 59 11:00 11 12 25 5 11:15 10 3 15 3 11:30 14 2 27 6 11:45 20 2 55 19 19 5 86 19 141 38 i otai bu4 142b 604 1425 b00 1589 Combined 2029 2029 2389 Total AM Peak 06:45 07:30 Vol. 185 188 P.H.F. 0.670 0.797 PM Peak 05:30 05:00 Vol. 227 277 P.H.F. 0.860 0.899 Pereentag 29.8% 70.2% 33.5% 66.5% e ADT/AAD ADT 4,418 AADT 4,418 T 800 1589 1404 3014 2389 4418 ITEM NO. 4 AGENDA REPORT TO: Public/Traffic Safety Commission FROM: Ali Moghadam, P.E., Principal Engineer -Traffic DATE: April 26, 2007 SUBJECT: Item 4 Request for Speed Bumps — Camino Palencia, Camino Guarda, Camino Veste, Via Benabarre, and Corte Zorita RECOMMENDATION: That the Public/Traffic Safety Commission: 1. Deny the request for speed bumps on Camino Palencia, Camino Guarda, Camino Vesta, Via Benabarre and Corte Zorita; 2. Approve the staff recommendation to install centerline striping on Camino Guarda at the Via Benabarre and Camino Veste "knuckle"; and 3. Approve the staff recommendation to install 25 MPH speed limit signs on Camino Guarda, Via Benabarre, Camino Veste, and Corte Zorita, and provide selective enforcement of the 25 MPH prima facie speed limit, BACKGROUND: Staff received a petition to review traffic conditions on Camino Palencia, Camino Guarda, Camino Veste, Via Benabarre, and Corte Zorita in the Redhawk community, to determine possible traffic calming alternatives including speed bumps, to mitigate vehicular speeds and volumes. The public has been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process and by mail. Camino Guarda is a 40 foot wide residential streetwhich provides access for numerous single family residential units to Redhawk Parkway via Camino Palencia and Paseo Farallon. The Average Daily Traffic (ADT) on Camino Guarda is approximately 1,553 west of Camino Palencia and 414 east of Camino Palencia. The prima facie speed limit is 25 MPH on Camino Guarda. Via Benabarre is a 40 foot wide residential street which provides access for numerous single family residential units to Via Cordoba via Corte Zorita. The ADT on Via Benabarre is approximately 125. The prima facie speed limit is 25 MPH on Via Benabarre. Camino Veste is a 40 foot wide residential street which provides direct access for numerous single family residential units to Via Cordoba and Redhawk Parkway. The ADT on Camino Veste is approximately 277. The prima facie speed limit is 25 MPH on Camino Vesta. c\traffic\commissn\agenda\2007\0426\caminoguarda/ajp Corte Zorita is a 40 foot wide residential street that functions as a residential collector providing access to numerous residential units between Via Cordoba and Paseo Parallon via Camino Guarda. The ADT on Corte Zorita is approximately 1,411. The prima facie speed limit is 25 MPH on Corte Zorita. Camino Palencia is a 40 foot wide residential collector which provides access to numerous residential units to the arterial highway network via Paseo Parallon. The ADT on Camino Palencia is approximately 2,041. The prima facie speed limit is 25 MPH on Camino Palencia. In March 2006, traffic volume data was collected on Camino Palencia, Camino Guarda, Corte Zorta, and Via Benabarre to determine vehicular travel patterns on the roadways. Additionally, vehicular volume and speed data was collected on Camino Veste and Camino Guarda. Copies of the seven (7) day data collection for each location are included as Exhibit "C". The 851h% speed and ADT for each location is shown in the table below. LOCATION SPEED 85r"% VOLUME AD Camino Palencia south of Paseo Parallon NA SIB 880/NB 1,161 — TOTAL 2,041 Camino Guarda west of Camino Palencia 30 MPH EB 878/WB 675 — TOTAL 1,553 Camino Guarda east of Camino Palencia NA EB 169/WB 245 — TOTAL 414 Camino Veste south of Via Benabarre 30 MPH SB 113/NB 164 — TOTAL 277 Via Benabarre — Corte Zorita to Camino Veste NA EB 77/W B 48 — TOTAL 125 Corte Zorita north of Via Cordoba Na SB 565/NB 846 — TOTAL 1,411 As shown, the vehicular volume data indicates that Camino Palencia south of Paseo Parallon carries approximately 2,041 ADT, Camino Guarda between Camino Palencia and Corte Zorita carries approximately 1,553 ADT, and Corte Zorita north of Via Cordoba carries 1,411 ADT. The volumes were relatively lower on the remaining segments with 414 ADT on Camino Guardia east of Camino Palencia, 277 ADT on Camino Veste, and 125 ADT on Via Benabarre. The table also indicates that the 851h percentile speed observed on both Camino Guarda west of Camino Palencia and Camino Veste south of Via Benabarre was 30 MPH. The 85% speed surveyed at both locations is consistent with vehicular speeds observed on other residential streets throughout the City. Additionally, a review of the 50th percentile speed, the speed that 50 percent of the vehicles surveyed are traveling, indicates a 25 MPH speed on Camino Veste and a 26 MPH speed on Camino Guarda. The 26 MPH speed surveyed supports the 27 MPH, 50th percentile speed observed by the Police Department's radar trailer. Again the observed 50'h percentile speeds are consistent with those found on other residential streets in the City. Although the vehicular volume data on Camino Palencia, Camino Guarda, and Corte Zorita may appear to be excessive for a secluded neighborhood, there are approximately 126 single family dwelling units within this enclave that have access to the five study area roadways. Based on a standard trip generation rate of 10 trips per day per dwelling unit, the 126 dwelling units can potentially generate a traffic volume of 1,260 ADT. It is reasonable to assume that at least one-half (630 ADT) of the internally generated volume would use Camino Guarda to access Corte Zorita and Camino Palencia, to ultimately access Via Cordoba and Redhawk Parkway. The data does indicate there is some evidence of "cut -through" traffic, as the residents have suggested, however the traffic volumes are consistent with those found on other residential streets studied with similar characteristics such as Georgetown Lane and Carleton Way which are secluded neighborhood roadways that provide access for residents between neighborhoods and the arterial roadway network. n\tmt ic\commissn\agenda\200T0426\caminoguarda/eip Additionally, staff evaluated peak hour volumes on Camino Palencia, Camino Guarda, and Corte Zorita to determine if the volumes were significantly influenced by school related traffic. The 7 day peak hour volumes for each location are summarized in a graph included as Exhibit "D". The weekday average peak hour volumes are shown in the table below. LOCATION AM PEAK HR. 7:15 — 8:15 PM PEAK HR. 2:30 — 3:30 . Camino Palencia south of Paseo Farallon 199 236 Camino Guarda west of Camino Palencia 140 168 Corte Zorita north of Via Cordoba 172 187 Again, the peak hourvolumes on Camino Palencia, Camino Guarda, and Corte Zorita are consistent with those found on other residential streets studied such as North General Kearny Road, Georgetown Lane and Carleton Way. Based on the review of the data, it is staffs opinion that the AM and PM peak hour volumes observed on the three roadways are not considered to be excessive for the number of homes being served and the characteristics of the roadways. This opinion is supported by past studies which have been conducted on residential streets such as Calle Pina Colada, Roripaugh Road, and Jon William Way, where school area traffic heavily influences neighborhood traffic circulation patterns. The data collected on those streets has shown that AM and PM peak hour volumes exceed 300 vehicles during those peak hours. The peak hour volume comparison is shown in the table below. CALLE JON CAMINO CAMINO CORTE PINA RORIPAUGH WILLIAM HOUR PALENCIA GUARDA ZORITA COLADA ROAD WAY AM PEAK 199 140 172 392 374 315 PM PEAK 236 168 187 340 321 190 As shown in the table, Calle Pina Colada, Roripaugh Road and Jon William Way carry an average of 55% more traffic during both peak hours than Camino Guarda, Camino Palencia, and Corte Zorta. In addition to the evaluation of vehicular speed and volume data, a review of the reported accident history was performed for Camino Palencia, Camino Guarda, Camino Vesta, Via Benabarre, and Corte Zorita. The accident data indicates that there were no reported collisions on any of the five streets for the 39 month period from January 1, 2004 through March 31, 2007. In the past, the Public/Traffic Safety Commission has considered numerous neighborhood traffic circulation issues which share the same concerns as the residents of Camino Guarda. The difficulty has always been developing and implementing traffic calming alternatives that fulfill the residents' expectations of reducing vehicular volumes or speeds on the residential street. For example, Calle Medusa residents lobbied extensively for the installation of multi -way stop signs at strategic locations along the residential collector to reduce perceived excessive vehicular speeds and volumes attributed to cut -through traffic. Years later, the same residents were requesting the removal of the stop signs and asking for a street closure because the signs failed to achieve the results they were expecting. In fact, the unwarranted stop signs have encouraged reasonable and prudent drivers to violate the stop signs by not making a complete stop as required in the California Vehicle Code. Since the City Council does not endorse the closure of streets as an acceptable traffic calming measure, the closure of Calle Medusa, or any other street in the City, is not an acceptable alternative. r\taffic\commissn\agenda\200T0426\caminoguarda/ajp Similarly, on Calle Pine Colada, which carries 3,500 ADT, speed bumps were installed on a trial basis in an effort to address residents' concerns about cut -through vehicular speeds and volumes. Extensive follow-up evaluations revealed that the speed bumps were ineffective at reducing 851' percentile vehicular speeds on Calle Pina Colada and more importantly, the speed bumps were ineffective at reducing vehicular volumes. In fact, over the years that volume data was collected on Calle Pina Colada, the volumes increased from approximately 1,900 ADT to 3,500 ADT. Eventually, the speed bumps were removed at the request of the residents because they failed to achieve the results that the residents were looking for and in many cases the residents viewed the speed bumps as a determent to the quality of life and their property values. Based on the poor results of this pilot program, the City Council no longer embraces the use of speed bumps to reduce vehicular speeds and volumes on residential streets. Other traffic calming measures such as circles and chokers have also been installed on a trial basis in an effort to address residents' concerns. On Via Cordoba, both chokers and circles were temporarily installed to mitigate cut -through vehicular speeds and volumes. An extensive before and after study of the calming measures was conducted to evaluate the effects, if any on vehicular speeds and volumes. The results of that evaluation revealed that the calming measures did not significantly reduce vehicular volumes, and vehicular speeds remained unchanged. Moreover, the consensus of the residents was the temporary circles and chokers were unsightly, caused access problems, and were primarily ineffective at achieving the desired results. Subsequently, the temporary measures were removed and replaced with multi -way stop signs. Although the multi -way stop signs are still in place, a follow-up evaluation revealed that the stop signs had little or no effect on reducing vehicular speeds and more importantly had no effect on reducing perceived cut -through volumes. In addition to the installation of physical traffic calming measures, turn restrictions have been proposed in the past by residents as a means of mitigating perceived traffic impacts on their neighborhood streets. The Commission has consistently denied these requests because turn restrictions are ineffective unless they are diligently enforced. Also, quite often the problem is shifted to adjacent streets causing similar impacts and generating similar requests at other locations. The implementation of one-way street systems has also been proposed by residents as means of addressing cut -through traffic concerns. The conversion of Camino Palencia to an outbound one- way street has been suggested by a resident of the neighborhood as a means of reducing impacts to the neighborhood. While the conversion could potentially reduce the ADT on Camino Palencia by approximately 800, which is the inbound volume, the conversion would force residents to use Redhawk Parkway and Via Cordoba in order to access their neighborhood. Also, there are no guarantees that motorists would comply with the one-way restriction, it is likely that motorists familiar with the area traffic circulation patterns would eventually violate the restriction and travel inbound on Camino Palencia, especially during off peak hour periods. The inconvenience of traveling a circuitous route to access their homes may also encourage neighborhood residents to violate the one-way restriction. As with turn restrictions, the implementation of one-way street systems often shifts the problem to adjacent streets and causing similar impacts at other locations. In this case the one-way street conversion would shift impacts to Via Cordoba, a street that is already perceived as a major "cut - through" route for non -neighborhood traffic. The Commission has consistently supported staffs opinion that one-way streets are ineffective traffic calming measures for addressing overall neighborhood concerns about perceived cut -through traffic problems on residential streets. r:\traffic\commissnWgenda\200710426\caminoguarda/ajp The residents of the neighborhood are requesting the installation of severe speed bumps to reduce vehicular speeds and volumes along Camino Guarda, Via Benabarre, Camino Vesta, Camino Palencia, and Corte Zorita. At other locations, speed bumps have been proven to be ineffective for numerous reasons. A factor which has contributed to the speed bump's ineffectiveness is the geometric design of the speed bump. The current design standards dictate that speed bumps used on public streets should be at a minimum 6 feet wide, with a maximum lift (height) of 2-3/4 inches. Unfortunately, this "kinder and gentler' speed bump design allows most passenger cars to travel over the bumps comfortably at approximately 35 miles per hour. This design has had little or no effect on deterring motorists from using the street, as our studies have shown. Liability and emergency response issues prevent the use of more severe speed bumps on publicly maintained streets; therefore a more severe speed bump design, as the residents have requested, would not be considered a safe or acceptable alternative. Moreover, the installation of speed bumps to address residents' concerns about cut -through traffic is no longer a viable solution based on the City Council's decision to remove the speed bumps at the test location on Calle Pina Colada. In all cases where traffic calming measures were installed on a trial basis, the calming measures failed because they did not achieve the results that the residents were looking for by reducing vehicular speeds or eliminating "cut -through" traffic. In some cases the residents did not like the inconvenience of the devices. At all pilot locations, the devices failed to garner motorist compliance and the roadways continued to function as they were designed, to provide access for residents between residential streets and the City's arterial network. For these reasons, staff recommends the Commission deny the request for speed bumps on Camino Palencia, Camino Guarda, Via Benabarre, Camino Veste, and Corte Zorita. A field review of traffic conditions indicates that all five streets lack centerline striping at intersections and through the "knuckle" area of intersecting 90 degree streets, and there are no speed limit signs advising motorists of the 25 MPH prima facie speed limit. Staff recommends the installation of centerline striping at the "knuckle" area of Camino Guarda and Via Benabarre, and Camino Guarda and Camino Veste. Although 85th percentile speeds indicate that vehicular speeds in the neighborhood are reasonable for a residential area, staff recommends the installation of 25 MPH speed limit signs on Camino Guarda, Via Benabarre, Camino Veste, and Corte Zorita. Selective enforcement of the 25 MPH prima facie speed limit is also recommended. FISCAL IMPACT: None Attachment: 1. Exhibit °A" —Location Map 2. Exhibit "B" —Petition Request from Residents 3. Exhibit "C" — Vehicular Speed and Volume Data 4. Exhibit "D" —Peak Hour Volume Data r:\treffic\oom miwn\agenda\200T0426\oami noguarda/ajp EXHIBIT "A" LOCATION MAP EXHIBIT "B" REQUEST FROM RESIDENTS WILLIAM G. HUGHES 12/22/06 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CITY OF TEMECULA TEMECULA, CA MR.HUGHES- I HAVE READ, REREAD, AND REREAD YOUR LETTER OF 12/13/06 WHICH WAS RECEIVED TODAY-12/22/06-IN FACT AS I SIT HERE READING YOUR LETTER AGAIN AT 4:30 PM ON FRIDAY AFTERNOON I HEAR TIRES AND BRAKES SQUEALING AS THE VEHICLES TURN FROM VIA BENEBARRE ON TO CAMINO GUARDA OR AS THOSE VEHICLES TURN FROM CAMINO GUARDA ON TO VIA BENEBARRE-WITH EACH SQUEAL OF THE TIRES AND BRAKES, I HOPE NO ONE IN THIS RESIDENTIAL AREA IS INJURED.. FIRST LET ME SAY -THIS PROBLEM OF PASS THRU TRAFFIC ON CAMINO GUARDA/VIA BENABARRE STARTED LONG BEFORE WE CAME INTO THE CITY -HOWEVER, THE PROBLEM INCREASES EACH DAY -WHEN WE MOVED HERE 14 YEARS AGO THERE WERE ONLY 2 BUILDINGS ON 79 SOUTH[THE OLD METAL FRUIT STAND AND THE ARCO AM PM STATION AT THE CORNER OF MARGARITA RD. AND 79 SOUTH] SINCE THEN A LOT OF MERCHANTS, BANKS, GROCERY STORES, AND ETC HAVE BEEN BUILT, AND THEREFORE MORE TRAFFIC[OF COURSE A LOT OF NEW HOUSES ON LOMA LINDA, VIA CORDOBA, AND ETC TO FEED THE TRAFFIC - WHEN WE VOTED FOR ANNEXATION INTO TEMECULA WE WERE TOLD OF THE INCREASED POLICE AND TRAFFIC PROTECTION THAT WOULD BE PROVIDED -SO FAR WE HAVE NOT SEEN THAT AT THE CORNER OF CAMINO GUARDA AND VIA BENABARRE-I THINK WE ARE DUE --- FRANKLY, YOUR LETTER LEFT ME DAZED AND CONFUSED AS TO WHAT YOU ARE SAYING -ARE YOU SAYING "LET THE FAST PASS THROUGH TRAFFIC RUN??? -WE HAVE NO CONTROL OVER IT NOR DO WE SEEK CONTROL OVER IT -RESIDENTIAL SAFETY IS OF NO CONCERN TO US"???? YOU MAKE A LONG STATEMENT ABOUT VIA CORDOBA-VIA CORDOBA WAS AN ENTIRELY DIFFERENT SCENARIO THEN WHAT WE FACE ON CAMINO GUARDAA A BENABARRE-VIA CORDOBA TRAFFIC WAS AT THE TIME OF THE BIG PUSH, NOT ONLY MADE UP OF A SOME PEOPLE USING VIA CORDOBA TO ACCESS WHAT IS NOW PECHANGA PARKWAY, BUT ALSO A LOT OF THAT TRAFFIC WAS GOING TO AND FROM HOUSES DIRECTLY OFF VIA CORDOBA, OR EVEN ON VIA CORDOBA-I OFTEN WALKED THERE DURING THAT TIME, SO I AM VERY FAMILIAR WITH IT -THE ACTION TAKEN TO SOLVE THE PROBLEMS ON VIA CORDOBA LOOKED MORE LIKE A MAY POLE DANCE AREA THAN TRAFFIC CONTROL, BUT THAT WAS THEIR PROBLEM -OBVIOUSLY THE TRAFFIC PATTERNS COULD HAVE CHANGED WITH THE NEW GRADE SCHOOL BETWEEN VIA CORDOBA AND LOMA LINDA AND THE NEW HIGH SCHOOL ON PECHANGA PARKWAY -I CANNOT TESTIFY TO THAT -VIA CORDOBA WAS BUILT AS A THROUGH STREET CONNECTING TO THE VARIOUS HOUSES OFF OF IT AND ON IT -- THE PROBLEM ON CAMINO GUARDA/VIA BENABARRE IS STRICTLY FROM PASS THROUGH TRAFFIC[30-40 VEHICLES ONLY PER DAY ARE REDHAWK RELATED] FROM PEOPLE GOING FROM REDHAWK PARKWAY TO VIA CORDOBA OR FROM VIA CORDOBA TO REDHAWK PARKWAY AT PARRALON.-THIS WAS NOT DESIGNED BY REDHAWK DEVELOPMENT AS A PASS THROUGH STREET BUT AS AN AREA STREET[NOW A RACEWAY THROUGH STREET] AS TO TEMECULA POLICE TRAFFIC CONTROL, I HAVE SENT TO SGT. ALBERT OF THE TRAFFIC DIVISION, A COPY OF EVERYTHING YOU RECEIVED FROM JOHN ELLETT-I HAVE CALLED SGT. ALBERT 6 TIMES TO DISCUSS THIS MATTER WITH HIM-SGT.ALBERT HAS PROMISED TO THROW A BUNCH OF NEW "STUFF" AND CONTROLS IN HERE BUT AS OF TODAY I HAVE SEEN 0-AND WHILE I AM AT IT I MIGHT DISCUSS THE PHONE SYSTEM FOR THE TEMECULA POLICE -ONCE YOU GET INTO IT YOU ARE ALREADY A PRISONER, GOING NO WHERE AND ACCOMPLISHING NOTHING -AS TO ENSURING 25MPH RESIDENTIAL SPEEDS IN THE NEIGHBORHOOD, ALL THOSE WHO GOT A COPY OF YOUR LETTER GOT A BIG LAUGH OUT OF THAT -WE MIGHT AS WELL BE READING HOW THERE ARE NO ILLEGAL IMMIGRANTS IN CALIFORNIA- I AM NOT FAMILIAR WITH MR. COLEMAN OR HIS COMPLAINT, NOR HIS REQUEST FOR ONE WAY STREETS -I DO NOT KNOW WHERE MR. COLEMAN EVEN LIVES -HOWEVER I WILL FIND OUT -YOU MENTION CORTE FARGO-NEW STREET ON ME -DON'T KNOW WHERE IT IS OR WHAT TIE UP IT HAS TO US. IF THERE IS ANY TIE UP TO OUR PROBLEM THAT'S NEWS - YOU INCLUDED ONE POSTIVE PARAGRAPH IN YOUR LETTER AS FOLLOWS: "TO DATE WE HAVE NOT HEARD FROM MR. COLEMAN AND WE ARE RELUCTANT TO UNDERTAKE AN EVALUATION OF AN ALTERNATIVE THAT MAY NOT BE POPULAR WITH ALL THE RESIDENTS OR BENEFIT THE REDHAWK COMMUNITY AS A WHOLE" WITH KEY WORDS BEING `BENEFIT THE REDHAWK COMMUNITY AS A WHOLE"-- AT LEAST THAT PERTAINS TO US, THE REDHAWK COMMUNITY -NOT THE VIA CORDOBA AREA - IN PARTING I WOULD RELATE A STORY THAT HAPPENED HERE 1 WEEK AGO -MY DAUGHTER AND WIFE FOUND A BOY LAYING IN A YARD ON VIA BENABARRE CALLING FOR HELP[ABOUT 85 YARDS FROM OUR HOUSE] - THEY BOTH RAN OVER TO LEND ASSISTANCE -I, HEARING THE NOISE, ALSO WENT OVER -WE FOUND THE BOY BADLY INJURED -MY DAUGHTER CALLED 911-THE FIRE ENGINE CAME IN ABOUT 5M WITH 4 MEN ON BOARD, INCLUDING EM'S-THE BOY WAS EXAMINED AND A AMBULANCE WAS CALLED -THE FIRE TRUCK, WITH LIGHTS FLASHING, WAS PARKED CLOSE TO THE CORNER OF VIA BENABARRE AND CAMINO GUARDA-A NUMBER OF VEHICLES COMING UP CAMINO GUARDA AND TURNING ONTO VIA BENABARRE AT EXCESSIVE SPEEDS MADE THAT CORNER FAIRLY RISKY -IN FACT ONE OF THE FIREMEN SAID "THIS IS A PRETTY DANGEROUS PLACE" -LUCKILY NO ONE WAS FURTHER INJURED -BUT THEY WILL BE - I AM SENDING EVERYONE YOU COPIED A COPY OF MY LETTER, PLUS SGT. ALBERT, SINCE HIS NAME IS MENTIONED.. WE ARE ONLY INTERESTED IN THE SAFETY OF AND FOR OUR NEIGHBORHOOD ---IS THAT TOO MUCH TO ASK???? SINCERELY &wf- pd� ROBERT J. HOLT-32054 CAMINO GUARDA-TEMECULA, CA-92592 951-302-3164 CC-ALI MOGHADAM-PRINCIPAL ENGINEER -TRAFFIC SGT. JON ANDERSON-TEMECULA POLICE DEPARTMENT SGT. ALBERT-TEMECULA POLICE DEPT. MR. AND MRS .FIDEL ACEBEDO -32062 CAMINO GUARDA MR. AND MR. GREG FELL-32046 CAMINO GUARDA MR. AND MRS. EDWARD BEATTY-32038 CAMINO GUARDA MR. JOHN ELLETT-REDHAWK COMMUNITY ASSN-- MR. WILLIAM G. HUGHES 1117107 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER TEMECULA, CA.. MR. HUGHES: I WOULD LIKE TO PERSONALLY THANK BOTH YOU AND MR. MOGHADAM FOR TAKING THE TIME TO TALK TO ME YESTERDAYLI/l6/071 CONCERNING TRAFFIC PROBLEMS ON CAMINO GUARDA/VIA BENABARRE STREETS IN REDHA WK 1 AM SURE THERE ARE OTHER THINGS THA T THE 2 OF YOU WOULD HAVE RATHER BEEN DOING, AS WOULD L BUT THANK YOU - THESE PROBLEMS EXIST AND WILL NOT GO AWAY -IT IS WHAT IT IS -A BIG PROBLEM, AND muss BE BROUGHT UP -LATER ON WHEN A RESIDENT IS KILLED OR SEVERLY INJURED ON THESE STREETS BY SPEEDING PASS THROUGH TRAFFIC, NO ONE AT THE CITY OR POLICE DEPARTMENT CAN SAY `IT MUST NOT HAVE BEEN A PROBLEM BECAUSE NO ONE EVER RAISED THE ISSUE" YOU STATED THAT "THE CITY OF TEMECULA WILL NOT EMBRACE OR SUPPORT ANY METHOD THAT WILL IMPEDE THE ORDERL Y FL,O W OF TRAFFIC' WHEN CLOSING CORTE ZORITA WAS BROUGHT UP-1 THEN BROUGHT UP "SEVERE SPEED BUMPS" AS OUTLINED IN MY LETTER OR PETITION TO THE CITY -YOU AGAIN STATED "THE CITY OF TEMECULA WILL NOT EMBRACE OR SUPPORT ANY METHOD THAT IMPEDES THE ORDERLY FLOW OF TRAFFIC" WHICH SPEED BUMPS DO.. THERE ARE 2 KEY WORDS HERE -THEY ARE "IMPEDE" AND "ORDERL Y" THE DICTIONARY DEFINES "IMPEDE" AS "TO INTERFERE WITH PROGRESS" AND "ORDERLY" IS DEFINED AS ARRANGED ACCORDING TO SOME ORDER OR AS "WELL BEHAVED --THEREFORE, PROPOSAL OF SPEED BUMPS DO NOT IMPME ON ME ORDERLY FLOW OF TRAFFICLAS DEFINED IN THE DICTIONARY] BECAUSE OUR TRAFFIC IS NOT EITHER ORDERLY OR WELL BEHAVED --IF IT WAS I WOULD NOT BE WRITING OR VISITING YOU -YOU CANNOT IMPEDE ON SOMETHING THAT DOES NOT EXIST -- DURING LATE NOVEMBER AND EARLY DECEMBER 20061 HAD A NUMBER OF DISCUSSIONS WITH SGT. ALBERT OF THE TRAFFIC DIVISION OF THE TEMECULA POLICE DEPTCONCERNM OUR TRAMC PROBLEMS WITH PASS THROUGH TRAFFIC ON CAMINO GUARDA/VIA BENABARRE AND THE SAFETY ISSUES INVOLVED-SGT, ALBERT PROMISED TO PLACE A SPEED TRAILER ON CAMINO GUARDA AND GET SPEED RECORDINGS AND A TRAFFIC COUNT -FINALLY, ON 1/08/07 THE TRAFFIC TRAILER WAS PLACED ACROSS THE STREET FROM THE RESIDENCE AT 32075 CAMINO GUARDA, WHICH WAS 129FT. FROM THE CORNER OF CAMINO GUARDA/VIA BENABARRE, AND ANOTHER 33 FT TO THE CENTER OF THE INTERSECTION -THE TRAILER WAS REMOVED ON WEDNESDAY 1/10/07- ON TUESDAY 1/16/07 I CALLED SGT. ALBERT AND THIS IS THE INFO HE GAVE ME --THE TRAILER WAS IN WORKING POSITION SOME 48 HOURS AND 12 MINUTES, OR FOR GOVERNMENT WORK 2 DAYS -THE TRAILER RECORDED OVER 3000 VEHICLES BUT LESS THAN 3100 VEHICLES, PASSING BY DURING THE 2 DAY PERIOD-SGT. ALBERT STATED THAT THE AVERAGE SPEED WAS 27WK WHICH DID NOT JUSTIFY THE TEMECULA POLICE DEPT. PATROLLING, OR TARGETING THE NEIGHBORHOOD-1 THEN SAID "WELL SGT, ACCORDING TO YOUR NUMBERS EVERYONE IS BREAKING TH& SPEED IJAOr-,SGT. ALBERT SAID "OH NO --SOW PEOPLE WERE DOING 18MPH-SOME 19-SOME 20-SOME 21-SOME 22 SOME 23 AND 344 WERE CLOCKED AT 2" HAVE 1 PERSON CLOCKED AT 39MM WHICH WAS THE HIGHEST RECORDED" -I THEN SAID "SGT IN ANALYZING YOUR DATA YOU HAVE ALL THOSE CLOCKED BELOW 25MPK YET YOU HAVE AN AVERAGE SPEED OF 27MPH FOR ALL VEHICLES, WHICH MEANS YOU HAD A HELL OF A LOT OF PEOPLE DOING 30MPH PLUS TO RAISE THE LEVEL TO 27MPH AVERAGE -ALSO, NOT A REFLECTION ON ANY ONE OR MACHINE, BUT MR ROACH WHO LIVES AT 32110 CAMINO GUARDA[IUST DOWN THE STREET FROM THE TRAILER LOCATION AND LOOKING IT RIGHT IN THE FACE, TOLD ME ON SATURDAY 1/13/07[UNSOLICITED]WHILE I WAS GETTING A PE77TION SIGNED `Y SAW 49 ON THE TRAILER WHICH WAS 771E HIGHEST I SAW" NOW FACTS GET MIXED UP, MASSAGED, PRESENTED IN A MANNER TO CREATE AN IMPRESSION -I DID NOT MONI TER THE TRAILER-4 CANNOT VOUCH FOR ANY SPEEDS -BUT WHAT EVEN FURTHER DISTURBS ME IS THAT HERE WE HAVE A SPEED TRAILER PARKED 129FT. FROM THE EDGE OF THE CAMWO GUARDA/Y]A BENABARRE INTERSECTION WIM ANOTHER 33FT TO THE CENTER OF THAT INTERSECTION AND WE HAVE OVER 1500 VEHICLES PER DAY APPROACHING THAT R iTERSECTION AT AN AVERAGE SPEED OF 27MPH+ WITH A 90 DEGREE LEFT TURN OR 90 DEGREE RIGHT TURN COMING FROM VIA BENEBARRE STARING THEM IN THE FACE--SGT. ALBERT'S NUMBERS CONFIRM THAT IN EXCESS OF 500 OF THOSE VEHICLES ARE DOING 30MPH+ AT THAT POINT -MAYBE THAT DOESN'T CONCERN YOU BUT IT CERTAINLY DOES ME - BY THE WAY, YESTERDAY JII161071 ON THE WAY TO YOUR OFFICE I SAW MR. ROACH IN HIS DRIVEWAY AND WAVED HIM OVER AND ASKED "WHAT SPEED NUMBER DID YOU READ ON THAT TRAILER LAST WEEK7CC17"--4WR. ROACH REPLIED "49-THAT WAS THE HIGHEST I SAW -WILL SWEAR TO THAT IN A COURT OF LAW" -YOU FIGURE - YOU STATED THAT A NATIONAL AVERAGE OF 925 VEHICLE TRIPS WERE MADE PER DAY OUT OF HOMES IN A RESIDENTIAL NEIGHBORHOODRAEANING A 1 FOR LEAVING AND I FOR RETURNING FOR A TOTAL OF 21 WHICH I THANK IS EXCESSIVE, BUT GOING WITH YOUR NUMBERS THIS IS THE BREAKOUT —THERE ARE A TOTAL OF 44 HOUSES THAT WERE TARGETED AS BEING AFFECTED NEGATIVELY BY THIS `YINORDERLI— TRAFFIC FLOW-1 HOUSE IS UNINHABITED, LEAVING 43 AFFECTED BY THIS "UNORDERLY" TRAFFIC FLOW-18 OF THESE HOUSES DIDNOT AFFECT THE TRAFFIC COUNT BY SGT. ALBERT SINCE THEIR HOMES WERE BEFORE GETTING TO AND TRIGGERING THE TRAILER FOR BOTH SPEED AND UNIT COUNT[THEY ENTER FROM PARRALLON/PALENCIA—THOSE ADDRESSES ARE ALL ON CAMINO GUARDA AS FOLLOWS-32078-32086-32094--32102-32110-32118- 32126-32134-32)42 32150--32)49-32)37 32ab5-32173-32181 32182- 32189-32190— SO 43 HOUSES IN THE "UNORDERLY TRAFFIC FLOW PATTERN OR AFFECTED BY PP' MINUS 18 HOUSES THAT DID NOT PARTICIPATE IN SGT. ALBERT'S TRAFFIC SPEED/UNIT COUNT = 25 HOUSESX10 TRIPS EACH[GIVE YOU A BREAK.] MEANS THAT OUT OF SOME 1540 VEHICLES PER DAY — MINUS 250 LOCALS PER DAY, STILL MEANS AN AVERAGE OF I29D PASS THROUGH VEHICLES PER DAY NO MATTER HOW YOU CUT IT — HAPPY NEW YEAR —GIVE US ALL THE HELP YOU POSSIBLY CAN —OUR PRESENT SITUATION IS NO LONGER TOLERABLE —WHEN([ SAID WHEN NOT IF] A RESIDENT IS KILLED OR SERIOUSLY INJURED IT WELL BE TOO LATE — THE PRESS AND TV STATION REPORTS WILL BE UGLY AND NON COMPLIMENTARY TO TEMECULA SINCERELY �R, ERT J. HOLT QAlim, 32054 CAMINO GUARDA CC ALI MOGHADAM J 951-302-3164 JOHN ELLETT TEMECULA CITY COUNCIL TEMECULA, CA- 1/19/07 THE NAMES, ADDRESSES, AND SIGNATURES ATTACHED CERTIFY THE FOLLOWING- #1-THAT WE ARE RESIDENTS OF THE REDHAWK COMMUNITY IN TEMECULA, CA AND THAT WE LIVE ON EITHER CAMINO GUARDA- VIA BENABARRE STREETS OR CORTE ZORITA CUL DE SAC-- #2 WE ARE GREATLY DISTURBED AND CONCERNED BY THE TREMENDOUS NUMBER OF VEHICLES PASSING THROUGH OUR RESIDENTIAL AREA EVERY DAY [ 1290 VEHICLES PLUS PER DAY -SEE SGT. ALBERT'S REPORT] AND THAT SOME 17-I8% ARE SPEEDING AND DRIVING RECKLESSLY FOR THE SITUATION WHICH IS VERIFIED IN SGT. ALBERT'S REPORT AS WELL - THIS IS PASS THROUGH TRAFFIC GOING FROM REDHAWK PARKWAY RIGHT ON PARALLON LEFT ON PALENCIA RIGHT ON CAMINO GUARDA ONTO VIA BENABARRE WHERE CAMINO GUARDA ENDS THEN RIGHT ON CORTE ZORITA TO VIA CORDOBA[USUALLY RIGHT ON VIA CORDOBA]- THE TRAFFIC PATTERN IS REVERSED COMING FROM VIA CORDOBA TO PARALLON TO RED HAWK PARKWAY-.REDHAWK DEVELOPMENT NEVER DREW UP PLANS FOR CAMINO GUARDA/VIA BENABARRE STREETS TO SUPPORT1290 PASS THROUGH VEHICLES PER DAY, BUT TO SUPPORT ONLY NEIGHBORHOOD TRAFFIC -- WE MOVED TO 32054 CAMINO GUARDA IN LATE 92 AND ONLY 6-8 HOUSES WERE INHABITED ON CAMINO GUARDA AND VIA BENABARRE AT THAT TIlVIB-- THE MODEL HOMES AT THE EAST END OF CAMINO GUARDA WERE ERECTED --ANY VEHICLES COMING THROUGH THE NEIGHBORHOOD THAT WERE NOT CONSTRUCTION RELATED IN THOSE DAYS WERE A WELCOME SIGHT[MAYBE 3-4 A DAY LOOKING AT OR FOR HOMES] AT THAT TIME ONLY 2 STRUCTURES EXISTED ON 79S-THE OLD METAL FRUIT STAND[SINCE BURNED DOWN] AND THE ARCO AM-- PM STATION AT THE CORNER OF MARGARITA ROAD AND 79S-SINCE THEN MANY BUSINESSES HAVE OPENED, NOT ONLY ON 79S BUT MARGARITA ROAD AND ON OTHER STREETS AS WELL -- AS HOUSES WERE BUILT ON VIA CORDOBA, LOMA LINDA, AND THE MANY SIDE STREETS [A SCHOOL AT THE FOOT OF LOMA LINDA AND PECHANGA CASINO] AND THE BUSINESSES OPENED ON 79S AND RELATED AREAS, THE PASS THROUGH TRAFFIC BUILT UP AT A RAPID PACE, AND THE PACE OF TRAFFIC BECAME FASTER DAY BY DAY-- WE NOW CALL CAMINO GUARDA AND VIA BENABARRE THE CAMINO GUARDA/ VIA BENABARRE RACEWAY - ABOUT 4-5 YEARS AGO I WENT BEFORE THE REDHAWK COMMUNITY ASSN, ASKING FOR SEVERE SPEED BUMPS TO BE PLACED ON CAMINO GUARDA AND VIA BENABARRE TO SLOW PASS THROUGH TRAFFIC, ESPECIALLY AT THE CORNER OF CAMINO GUARDANIA BENABARRE-THE REASON BEING THAT THERE ARE NO CONTROLS AT THIS CORNER WHICH IS A REVERSED L TURN GOING EACH WAY -IT IS A VERY DANGEROUS PLACE -OUR FAMILY AND THE ACEBEDOS NEXT DOOR TAKE OUR LIFE IN OUR HANDS EACH TIME WE BACK OUT OF OUR DRIVE -WE CANNOT SEE UP VIA BENABARRE [THE VIEW IS BLOCKED] AND THE TRAFFIC COMES SOMETIMES AT SPEEDS EXCESS OF 40 MPH ON A 15MPH TURN -YOU BACK OUT AND SUDDENLY TRAFFIC COMING UP CAMINO GUARDA AT SPEEDS IN EXCESS OF 40MPH ARE RIGHT ON YOU AS WELL -THIS DANGEROUS SITUATION ALSO EXISTS ON VIA BENABARRE FOR HOMES NEAR THE CAMINO GUARDA INTERSECTION - AT THAT TIME, JOHN ELLETT OF AVALON MANAGEMENT, REPRESENTING THE REDHAWK COMMUNITY ASSN., CONTACTED THE COUNTY OF RIVERSIDE TRAFFIC CONTROL WHO CAME OUT AND ERECTED STOP SIGNS AT BOTH ENDS OF PALENCIA AND CORTE ZORITA, SAYING THEY WERE ONLY CONNECTOR STREETS, AND SHOULD HAVE STOP SIGNS[STOP SIGNS WERE LATER PAINTED ON THE STREETS AND LINES SUPPORTING THE STOP SIGNS WERE DRAWN].. THESE STOP SIGNS SERVE ONLY ONE PURPOSE -THAT IS TO DEFINE WHO HAD THE RIGHT OF WAY WHEN AN ACCIDENT OCCURS THERE-- WAY OVER HALF THE TRAFFIC IGNORES THE STOP SIGNS - LAST SUMMER THE TEMECULA POLICE PATROLLED THE AREA FOR A FEW DAYS AND TICKETED A NUMBER OF PEOPLE FOR RUNNING THE STOP SIGN AT CORTE ZORITA AND VIA BENABARRE AND THE STOP SIGN AT PALENCIA AND CAMINO GUARDA-BUT THE POLICE LEFT AND THE SPEED[WHICH WAS NEVER ADDRESSED] RETURNED INSTANTLY-SGT. ALBERT OF THE TRAFFIC DIVISION FOR THE TEMECULA POLICE DEPT. HAS ADVISED ME ON A NUMBER OF OCCASSIONS THAT HIS DEPT. WILL BE INSTITUTING VARIOUS MEANS OF CONTROLS HERE BUT WELL OVER A MONTH HAS PASSED AND THE TRAFFIC IS STILL RACING AWAY -THOUGH THIS PAST WEEK A SPEED TRAILER WAS PLACED ON CAMINO GUARDA FOR 2 DAYS TO GET SPEEDS AND UNIT COUNTS - ON I/08/07 A TRAILER WAS LOCATED ACROSS THE STREET FROM A RESIDENCE AT 32075 CAMINO GUARDA WHICH IS 129FT. FROM THE EDGE OF THE CAMINO GUARDA INTERSECTION WITH VIA BENEBARRE[WHEN TRAVELING WEST ON CAMINO GUARDA THE STREET ENDS WITH A 90 DEGREE LEFT TURN BECOMING VIA BENEBARRE-THERE IS NO OTHER WAY OR STREET -THE ONLY OTHER THING LEFT TO DO IS HIT A HOUSE] THE SPEED FOR DRIVERSNEHICLES SHOWING PROPER SAFE DRIVING RESTRAINTS WOULD BE A MAXIMUM OF 20MPH-THE TRAILER WAS REMOVED ON 1/10/07 AFTER A 2 DAY POSITION THERE -ON TUESDAY 1/16/07 I CALLED SGT. ALBERT AND THIS IS WHAT HE RELATED TO ME --- THE TRAILER WAS ACTIVE FOR 48 HOURS AND SOME 12 MINUTES[CALLED 48 HOURS OR 2 DAYS FOR GOVERNMENT WORK] -OVER 3000 BUT LESS THAN 3100 VEHICLES PASSED BY[LATER STATED AS AN AVERAGE OF 1540 VEHICLES PER DAY] THE AVERAGE SPEED WAS JUST OVER 27WH AND BASED UPON THESE NUMBERS, THE TEMECULA POLICE DEPT. [TRAFFIC DIVISION] DID NOT CONSIDER THIS AREA A SPEED PROBLEM AREA AND THEREFORE WOULD NOT INIATIATE TRAFFIC CONTROLS -AT THAT POINT I STATED TO SGT. ALBERT "IN OTHER WORDS, PER YOUR FIGURES, THE AVERAGE DRIVER PASSING YOUR TRAILER WAS OR IS SPEEDING"-SGT. ALBERT REPLIED "OH NO -WE HAD PEOPLE DOING 18-19-20-21-22-23MPH AND 344 CLOCKED AT 24MPH-OUR HIGHEST SPEED RECORDED WAS 39MPH" MY REPLY WAS" IF YOUR AVERAGE SPEED WAS 27MPH+AND YOU HAD ALL THOSE VEHICLES DOING UNDER 25MPH, YOU HAD A HELL OF A LOT OF VEHICLES EXCEEDING 30MPH TO AVERAGE 27MPH+" SGT. ALBERT SAID"WE,THE TEMECULA POLICE DEPT-TRAFFIC DIVISION --WILL NOT ENACT ANY PATROLS TO MONITOR OR REGULATE THIS TRAFFIC- FOR FURTHER ACTION YOU MUST CONTACT CITY HALL" THE MOST ALARMING, DISTURBING FACTS ARE THESE -HERE YOU HAVE 1540 VEHICLES PER DAY PASSING A SPEED/VEHICLE COUNTER THAT IS PLACED 129FT FROM A VERY DANGEROUS 90 DEGREE CORNER WHERE 20WH IS THE UPPER LIMITS FOR SAFE DRIVERS, YET THE AVERAGE SPEED IS 27MPH+ WITH SOME 500+ GOING LESS THAN 25WH-WHICH CAN ONLY RELATE TO AT LEAST 500+ GOING 30+MPH TO AVERAGE 27+MPH-WE ARE NOT CONCERNED ABOUT THOSE GOING 27WH BUT THOSE GOING WELL OVER 30+ HAVE US FRIGHTENED AND ARE THE REASON WE ARE SPEAKING NOW-INCIDENTLY, ON 1/13/07 I WAS CANVASSING THE NEIGHBORHOOD FOR PETITION SIGNERS WHEN MR. ROACH OF 32110 CAMINO GUARDA APPROACHED ME AND UNSOLICITED STATED"I SAW 49 ON THE TRAILER/MACHINE-THAT IS THE FASTEST SPEED I SAW" MR. ROACH WAS LOOKING THE TRAILER RIGHT IN THE FACE FROM HIS DRIVEWAY -ON 1/16/07 SOME 30 MINUTES AFTER SPEAKING WITH SGT. ALBERT, I WAS GOING DOWN CAMINO GUARDA WHEN I SAW MR. ROACH IN HIS DRIVEWAY AT 32110 CAMINO GUARDA-I STOPPED AND HOLLERED AT MR. ROACH, WHO CAME OVER TO MY VEHICLE-1 SAID"WHAT NUMBER DID YOU TELL ME YOU SAW ON THAT SPEED TRAILER???? MR. ROACH REPLIED "49-THAT WAS THE FASTEST/HIGHEST SPEED I SAW ON THAT TRAILER -I WILL SWEAR TO THAT UNDER OATH' -I DID NOT MONITOR OR CHECK THE TRAILER EXCEPT FOR MY OWN SPEED WHEN PASSING BY-- IT IS OUR OPINION THAT ONLY A CONSTANT, CONSISTENT METHOD OF SPEED CONTROL WILL WORK -POLICE PATROL THAT IS PRESENT FOR A WEEK, THEN LEAVES, RESULTS IN A RETURN TO THE SAME OLD SAME OLD IN LESS THAN A WEEK -SURE, SOME REVENUE WAS RECOVERED FOR THE CITY, BUT TRAFFIC CONTROL WAS BARELY, IF AT ALL, AFFECTED ---THE PASS THROUGH TRAFFIC AT HIGH, DANGEROUS SPEEDS HAS LONG BEEN ENTRENCHED AND ONLY A CONSTANT, CONSISTENT METHOD WILL CONTROL IT ---WE RECOMMEND THE FOLLOWING SOLUTION -- -INSTALL SEVERE SPEED BUMPS EVERY 100 YARDS ON CAMINO GUARDA FROM PLACENTIA AROUND TO VIA BENABARRE/ CORTE ZORITA WITH SEVERE SPEED BUMPS PLACED 100 FEET OR SO ON CAMINO GUARDA AND VIA BENABARRE BEFORE THE STREETS INTERSECT, TO TARGET AND SLOW DOWN TRAFFIC MAKING THE TURN THERE - SEVERE SPEED BUMPS ARE ALWAYS THERE ON GUARD-24/7-52/365-YES EVEN FOR LEAP YEAR AND THAT EXTRA DAY -SEVERE SPEED BUMPS ARE LIKENED AND COMPARABLE TO SECURITY SYSTEMS AT OUR NATIONS AIRPORTS -THEY ARE NOT THE MOST POPULAR THING EXPERIENCED BY THOSE PASSING THROUGH BUT ARE NECESSARY TO SAVE LIVES - EVERYONE SIGNING THIS PETITION REALIZES THAT SPEED BUMPS WILL BE A NUISANCE TO THEM AS WELL, BUT A WELCOME NUISANCE INDEED. LIVES ARE AT RISK -RESIDENTIAL SAFETY IS GONE -OUR CHILDREN CAN'T PLAY IN THEIR OWN YARDS. -IT IS DANGEROUS TO CROSS THE STREET -A QUIET SAFE NEIGHBORHOOD IS THE ONE YOU LIVE IN, NOT OURS -EVERYONE LIVING IN OUR NEIGHBORHOOD LIVES IN FEAR FOR THEIR LIFE EVERY TIME THEY BACK OUT OF THEIR DRIVEWAY -OUR NEIGHBORHOOD IS THE ONE WHERE A CRIME IS COMMITTED REPEATEDLY EVERY DAY, VEHICLE AFTER VEHICLE --COME OUT TO CAMINO GUARDA VIA BENABARRE RACEWAY AND SEE FOR YOURSELF - WHEN RESIDENTS OF ANY GIVEN AREA OR NEIGHBORHOOD BEGIN STOPPING POLICE PATROL CARS AND MOTORCYCLE OFFICERS, AS OUR RESIDENTS HAVE BEEN, AND ASKING FOR THOSE OFFICIERS TO COME AND PATROL THE NEIGHBORHOOD THAT THEY LIVE IN FOR SAFETY REASONS, IT DOES NOT REQUIRE ROCKET SCIENTISTS OR A GOVERNMENT STUDY TO CONCLUDE THAT THE SITUATION IS OUT OF CONTROL - THERE PRESENTLY ARE 2 ISSUES FACING US IN THIS NEIGHBORHOOD - THE LIBERTY QUARRY ISSUE AND THE TRAFFIC ISSUE AS OUTLINED -TO PUT THOSE 2 ISSUES INTO PERSPECTIVE, ON A SCALE OF 1 TO 10 THE LIBERTY QUARRY ISSUE WOULD RANK A 1 AND THE TRAFFIC ISSUE WOULD RANK 40+, WITH A 1 BEING A LOW RANKING OR PRIORITY - WHEN THIS PETITION WAS ORIGINATED 44 HOUSES WERE TARGETED AS BEING GREATLY AND ADVERSELY AFFECTED BY THIS PASS THROUGH TRAFFIC AND I SET OUT TO GET SIGNERS FROM EACH AND EVERY HOME- IN THIS I FAILED SINCE 1 HOME IS UNINHABITED WITH NO ONE TO SIGN - THE OTHER 43 WILLINGLY AND ENTHUSIASTICLY SIGNED, LOUDLY VOICING THEIR OPINIONS AND FRUSTRATIONS OVER THE TRAFFIC SITUATION TO ME-43 HOUSES OUT OF 43 PROSPECTS IS A PRETTY UNANIMOUS STATEMENT IN MY BOOK -AND IS A MANDATE THAT THESE DANGEROUS CONDITIONS MUST BE ADDRESSED - ON 1/16/07 I NET WITH MR. WILLIAM G.HUGHES/DIRECTOR OF PUBLIC WORKS/CITY ENGINEER AND MR ALI MOGHADAM/PRINCIPAL ENGINEER/TRAFFIC FOR THE CITY OF TEMECULA AT THAT MEETING MR. HUGHES MADE THE FOLLOWING OPENING STATEMENT "THE CITY OF TEMECULA WILL NOT ENACT, SUPPORT, OR ENDORSE ANY ACTION THAT WILL IMPEDE THE ORDERLY FLOW OF TRAFFIC" MY REPLY TO MR. HUGHES WAS "WE ARE NOT HERE DISCUSSING THE ORDERLY FLOW OF TRAFFIC -WE ARE HERE DISCUSSING TRAFFIC THAT IS SPEEDING, DRIVING RECKLESSLY, AND IS A SAFETY HAZARD TO ALL CONCERNED - YOU CANNOT IMPEDE WHAT DOESN'T EXIST" OUR AREA IS LIKE OUR NATION'S AIRPORTS WHERE 75 YEAR OLD ANGLOSAXON WIDOWS HAVE NOT BEEN A TERRIORIST THREAT -NEITHER HAVE THOSE PEOPLE DRIVING AT OR UNDER 25MPH THROUGH OUR NEIGHBORHOOD -BUT THOSE EXCEEDING 30WH WHEN MAKING THE VIA BENABARRE/CAMINO GUARDA TURN CERTAINLY ARE A THREAT TO OUR LIVES AND WELL BEING -ALSO THOSE EXCEEDING 40MPH COMING UP CAMINO GUARDA MAKE IT UNSAFE TO BACK OUT OF ONE'S DRIVEWAY -SAFETY IS THE ISSUE HERE -- WE REQUEST AND DEMAND THAT THE SAFETY WE WERE PROMISED UPON ANNEXATION INTO THE CITY BE FORTHCOMING AND HEREBY PUT THE CITY OF TEMECULA ON NOTICE OF THEIR RESPONSIBILITY AND LIABILITY IN THIS MATTER. -- WE ASK FOR YOUR IMMEDIATE HELP NOW BEFORE SOMEONE IN THE NEIGHBORHOOD IS KILLED OR SERIOUSLY INJURED ON THE CAMINO GUARDA/VIA BENABARRE RACEWAY -TT IS NOT A MATTER OF IF, BUT WHEN -THE PRESS AND TV STATIONS WILL COME -THE INCIDENT WILL BE WIDELY REPORTED -THE LOCAL RESIDENTS WILL EXPRESS THEIR FRUSTRATIONS WITH INACTION BY THE CITY IN ADDRESSING THIS ISSUE TO BOTH THE PRESS AND TV VIEWERS -IT WILL BE A UGLY SCENE -- THIS IS YOUR OPPORTUNITY TO PREVENT THIS SITUATION FROM OCCURRING- PLEASE DO IT NOW--- SINCERELY------ "f'4 +@ti'� ,1 v G1 ROBERT J. HOLT 3Zo5-'y CA,021No 9,5'1 - 3 bz ^ 3 / 6y (Ugxdrf Page 1 of 4 Jerry Gonzalez From: David Coleman � Sent: Tuesday, October 03, 2006 8:27 PM To: Jerry Gonzalez Cc: Ali Moghadam; Bill Hughes; Aaron Adams; Barbara Osborne; Beryl Yasinosky Subject: RE: Traffic Conditions - Redhawk Community Hi Jerry, First, I appreciate the time and effort to respond to my questions in the level of detail you provided. Thank you. It appears that I'm not the first to have safety concerns about this "collector" street. It also appears that many ideas were given a fair approach in calming the traffic volumes in my neighborhood. I agree with the city counsel decision not to grant closure of residential streets as this could negatively effect emergency vehicles easy access to our neighborhood and would negatively impact Via Cordoba traffic volumes. My concerns for safety stem from the tight blind curves that do not exist on Via Cordoba. Pulling out of our driveways is dangerous in the fact that cars are upon us very suddenly. Panic stops are a routine on Camino Guardia. There is insufficient time to walk across the street as cars can appear suddenly. I would like to request to have the city proceed with the traffic study for two reasons. 1. The study you spoke of for the Temecula Lane project is already two years old. I believe this study was done in the fall of 2004. The impact of the Wolf Valley project (completed and occupied homes) has been steadily having a negative impact in the traffic volumes on the Camino Guardia "collector" street. A study will provide a method to validate that previous studies are inline with their earlier assessments. 2. To study the feasibility of my suggestion to calm traffic flow on the Camino Guarda "collector" street. My goal is to not completely block all traffic from using the Camino Guarda "collector" street, but to reduce the traffic amounts to a safer level for my neighborhood. As you mentioned, many devices were installed and failed to live up to expectations. I'm not suggesting any devices and approaching the problem more from a traffic flow control. Camino Palencia is a short road with no driveways that access it. This connects Camino Guarda to Paseo Parallon. I would like to suggest a study to make Camino Palencia a one-way street to allow traffic to continue to connect from Via Cordoba down to Red Hawk Parkway. This direction is of the heaviest traffic flow and would have the least effect on Via Cordoba. Residents in the Rancho Calaveras tract would need to proceed on to Red Hawk Parkway followed by a right turn on Via Cordoba, then right turn into our tract. Please below. r No<nnnc Page 3 of 4 From: Jerry Gonzalez Sent: Monday, September 25, 2006 4:18 PM To: �yYrfrrr Cc: Ali Moghadam; Bill Hughes; Aaron Adams; Barbara Osborne; Beryl Yasinosky Subject: Traffic Conditions - Redhawk Community Dear Mr. Coleman: Thank you for your e-mail received September 8, 2006, expressing your concern for traffic conditions on roadways in the Redhawk community. I apologize for not responding sooner to your request for a traffic circulation study. In the past, the Public/Traffic Safety Commission has reviewed requests for installation of traffic calming devices on streets in your neighborhood such as Corte Zorita, Via Cordoba, Loma Linda Road and Via Del Coronado, to mitigate perceived "cut -through" vehicular speeds and volumes. Specifically, on Via Cordoba, traffic circles and chicanes were installed on a trial basis to determine if these devices would reduce vehicular speeds and volumes. The devices did not achieve the results the residents were hoping for and subsequently the residents asked for the removal of the devices. Moreover, the placement of the circles and chicanes caused a major inconvenience to residents living adjacent to the traffic calming device. Ultimately, at the direction of the City Council, all -way stop controls were installed at three locations along Via Cordoba however the stop signs have not reduced vehicular speeds or volumes on this residential collector roadway. On other streets such as Calls Pins Colada where residents were experiencing cut -through vehicular speeds and volumes, speed undulations (bumps) were installed on a trial basis. Ultimately, the undulations were removed because they too failed to achieve the results the residents were hoping for. For this reason, the City Council is no longer embracing the use of speed undulations as a traffic calming device. At both locations stated above, the residents asked the Public/Traffic Safety Commission and City Council to consider dosing the street to mitigate their perceived "cut -through" problem. The Commission and City Council determined that closing the street, at these locations as well as others, is not an acceptable alternative to mitigate cut -through vehicular speeds and volumes, and street closures result in the diversion of traffic to adjacent streets. You pointed out that additional traffic volumes can be expected on your street from the proposed Temecula Lane and Wolf Creek projects. A traffic impact analysis was performed for each of these developments. The analysis included identifying potential impacts to surrounding neighborhood streets. The assumptions of both analyses concluded that there would be no significant impact to streets in your neighborhood. You also mentioned that you were concerned that the streets were not "engineered" to carry the amount of traffic you have noticed. Based on our review of the area, Paseo Parallon and Camino Guards are currently functioning as residential collector streets providing access for residents to the arterial roadway network. Although your street is residential in nature, it has been designed to safely accommodate more vehicles than the 3,000 to 4,000 vehicles per day, which can be expected on a residential collector street. Using these volumes as a guideline, it would be our opinion that the roadway is operating as it was designed. An evaluation of traffic volume data is likely to confirm your observations that residents are using Paseo Parallon and Camino Guarda to access Redhawk Parkway and other arterial roadways, and that there is an increase in traffic activity during certain hours when students are being dropped-off/picked-up at school. This is a common occurrence on nearly every residential street in the city with similar characteristics to Camino Guards. To that end, the Temecula Police Department targets these types of streets to ensure that motorists are observing the residential prima facie speed limit of 25 miles per hour. While education through enforcement mitigates vehicular speeds, it does not reduce vehicular volumes. To date, there are no quick solutions for reducing vehicular volumes on residential collector streets, other than completing the roadways on the City's General Plan Circulation Element. I hope this explanation has been helpful. We can proceed with an evaluation of traffic conditions on Camino Guarda: however, it would be helpful to know if there are any specific traffic control devices that you would like for us to consider in the evaluation. If there are any questions, please contact me or Ali Moghadam, Principal Engineer — Traffic at (951) 694-6411. Jerry Gonzalez Associate Engineer - Traffic City of Temecula (951) 694-6411 10/26/2006 EXHIBIT "C" VEHICULAR SPEED AND VOLUME DATA Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099B S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End` 15 Mar 07 Start 0907ar- Northbound Hour Totals Southbound Hour Totals Combined Totals -------- 12:00 0 -- 16 ... _...... ...._ ......... ....... ��.� 0 ..�.����....,i 24 ,.,..,,,,n n,wu van m 12:15 0 26 0 25 12:30 1 43 0 16 12:45 1 22 2 107 1 14 1 79 3 186 01:00 0 24 3 18 01:15 1 16 0 13 01:30 0 17 1 16 01:45 0 15 1 72 0 19 4 66 5 138 02:00 0 10 1 22 02:15 0 18 0 14 02:30 0 17 1 16 02:45 1 26 1 71 0 13 2 65 3 136 03:00 0 31 0 24 03:15 2 40 1 21 03:30 1 39 0 26 03:45 4 31 7 141 0 19 1 90 8 231 04:00 1 33 1 14 04:15 0 36 1 11 04:30 2 28 0 28 04:45 2 32 5 129 1 17 3 70 8 199 05:00 5 23 0 21 05:15 7 25 1 14 05:30 2 28 0 21 05:45 9 27 23 103 2 21 3 77 26 180 06:00 5 30 3 25 06:15 8 21 2 22 06:30 12 21 5 22 06:45 17 17 42 89 8 13 18 82 60 171 07:00 15 15 5 23 07:15 27 9 7 15 07:30 26 11 20 8 07:45 33 13 101 48 26 13 58 59 159 107 08:00 55 8 19 9 08:15 17 8 9 9 08:30 22 9 5 7 08:45 23 4 117 29 15 15 48 40 165 69 09:00 19 11 9 9 09:15 18 5 12 6 09:30 26 5 10 9 09:45 13 8 76 29 10 11 41 35 117 64 10:00 16 5 11 10 10:15 16 3 14 11 10:30 16 5 11 7 10:45 15 1 63 14 14 6 50 34 113 48 11:00 21 1 12 3 11:15 22 4 11 3 11:30 11 6 7 5 11:45 18 1 72 12 12 2 42 13 1 114 25 L. Diu 844 Combined Total 1354 AM Peak 07:15 Vol. 141 P.H.F. 0.641 PM Peak 03:15 Vol. 143 P.H.F. 0.831 Percentaeg 37.7% 62.3% olu U44 1354 271 710 981 07:30 74 0.712 03:00 90 0.804 27.6% 72.4% 271 710 781 1554 981 2335 Counts Unlimtied, Inc. Page 2 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099E S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15 Mar 07 Start 1007ar Northbound Hour Totals Southbound Hour Totals Combined Totals Times Sat Mnminn Gem—..e ..._—___ ... .. 12:00 1 ...__.. 26 ... �...... ......�. �vvr� r.r..rrrrri 1 r........,..rr 14 IY........ f Iwp11 n 12:15 0 18 4 15 12:30 1 12 1 9 12:45 0 13 2 69 2 12 8 50 10 119 01:00 0 23 1 10 01:15 1 17 1 16 01:30 2 20 2 10 01:45 2 7 5 67 0 10 4 46 9 113 02:00 2 16 0 11 02:15 0 9 0 15 02:30 0 11 3 13 02:45 0 12 2 48 2 15 5 54 7 102 03:00 0 21 0 16 03:15 1 17 0 17 03:30 0 18 0 13 03:45 2 27 3 83 1 17 1 63 4 146 04:00 0 12 0 20 04:15 1 17 0 17 04:30 0 12 1 22 04:45 1 21 2 62 1 11 2 70 4 132 05:00 1 22 0 16 05:15 0 22 0 9 05:30 2 16 1 18 05:45 4 11 7 71 1 17 2 60 9 131 06:00 6 21 0 13 06:15 4 20 3 11 06:30 6 17 3 21 06:45 11 19 27 77 1 17 7 62 34 139 07:00 8 18 4 19 07:15 7 15 1 18 07:30 16 13 1 14 07:45 21 7 52 53 13 .12 19 63 71 116 08:00 21 12 6 15 08:15 17 4 8 12 08:30 24 6 10 11 08:45 18 2 80 24 7 11 31 49 111 73 09:00 24 8 10 5 09:15 21 2 7 10 09:30 26 3 18 6 09:45 25 5 96 18 9 3 44 24 140 42 10:00 19 6 9 13 10:15 29 2 8 8 10:30 16 3 15 3 10:45 15 3 81 14 11 4 43 28 124 42 11:00 24 2 14 6 11:15 21 1 22 4 11:30 31 2 15 2 11:45 35 01 51 15 3 66 15 177 20 Combined -... .+�1 voo oai zsz 084 232 584 700 1175 Total 1059 1059 816 816 1875 AM Peak 11:00 11:00 Vol. 111 66 P.H.F. 0.793 0.750 PM Peak 03:00 03:45 Vol. 83 76 P.H.F. 0.769 0.864 Percentag e 44.2% 55.8% o 28.4 /0 0 71.6 /o Counts Unlimtied, Inc. Page 3 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099B S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End 15 Mar 07 Start 1107 Northbound Hour Totals Southbound Hour Totals Combined Totals Tim Q. u.....:.... 12:00 --- -- --- 0 --•• 13 •^-•••^• �• ��� •�...... 4 . nwrloon momm Artemoon Momin Afternoon 3 13 12:15 2 13 1 14 12:30 1 19 0 13 12:45 5 24 8 69 4 12 8- 52 16 121 01:00 2 15 3 19 01:15 1 19 1 19 01:30 3 24 0 9 01:45 0 21 6 79 2 13 6 60 12 139 02:00 0 7 0 16 02:15 0 23 0 16 02:30 0 16 0 15 02:45 0 20 0 66 0 13 0 60 0 126 03:00 1 18 1 15 03:15 0 15 0 9 03:30 0 15 0 14 03:45 0 16 1 64 0 14 1 52 2 116 04:00 1 11 2 8 04:15 2 20 1 17 04:30 1 17 0 15 04:45 1 13 5 61 3 16 6 56 11 117 05:00 2 20 1 20 05:15 4 14 3 9 05:30 3 24 1 22 05:45 3 16 12 74 1 15 6 66 18 140 06:00 1 12 0 6 06:15 3 16 1 13 06:30 3 16 0 16 06:45 4 21 11 65 0 21 1 56 12 121 07:00 1 11 2 17 07:15 8 8 1 6 07:30 7 12 3 16 07:45 6 11 22 42 2 16 8 55 30 97 08:00 10 11 4 8 08:15 10 10 2 10 08:30 10 6 8 5 08:45 19 7 49 34 7 9 21 32 70 66 09:00 11 7 6 13 09:15 9 6 5 6 09:30 19 7 6 8 09:45 14 3 53 23 9 3 26 30 79 53 10:00 21 2 12 4 10:15 13 4 13 3 10:30 18 0 7 2 10:45 12 4 64 10 10 7 42 16 106 26 11:00 27 6 18 6 11:15 27 1 to 0 11:30 9 1 13 0 11:45 TM�I 19 oro 1 82 9 11 2 52 8 134 17 Combined -•� ��� ��.+ oeo If/ 043 117 543 Total 909 909 720 720 AM Peak 10:30 11:00 Vol. 84 52 P.H.F. 0.778 0.722 PM Peak 00:45 04:15 Vol. 82 68 P.H.F. 0.854 0.773 Percenta a 34.4% 65.6% 24.6% 75.4% 490 1139 1629 Counts Unlimtied, Inc. Page 4 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099B S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End 19-RA r07 Start 12-ar- 077Northbound Hour Totals Southbound Hour Totals Combined Totals 12:00. --- ..._...__ 0 .. 10 ........... I ....,,,,.ww- l.l........ q 2 mumiliq Anernoon morning Artemoon 12:15 2 18 3 13 11 12:30 0 12 0 14 12:45 0 19 2 59 1 10 6 48 8 107 01:00 3 18 1 8 01:15 0 14 1 18 01:30 0 13 0 12 01:45 1 15 4 60 1 14 3 52 7 112 02:00 0 17 0 9 02:15 1 12 1 20 02:30 1 32 1 34 02:45 0 57 2 118 1 22 3 85 5 203 03:00 1 25 0 24 03:15 0 29 0 17 03:30 1 26 2 18 03:45 1 26 3 106 1 21 3 80 6 186 04:00 4 11 0 21 04:15 3 14 0 19 04:30 4 23 0 19 04:45 2 22 13 70 1 15 1 74 14 144 05:00 2 21 0 22 05:15 10 27 4 19 05:30 9 20 0 24 05:45 7 20 28 ' 88 1 26 5 91 33 179 06:00 9 22 3 16 06:15 10 16 2 22 06:30 13 24 9 15 06:45 11 20 43 82 4 21 18 74 61 156 07:00 11 16 5 27 07:15 23 12 6 13 07:30 24 11 18 7 07:45 37 16 95 55 21 14 50 61 145 116 08:00 39 6 16 11 08:15 27 8 7 11 08:30 19 9 14 16 08:45 32 7 117 30 11 6 48 44 165 74 09:00 18 9 9 5 09:15 21 3 14 10 09:30 14 4 10 9 09:46 13 1 66 17 7 7 40 31 106 48 10:00 20 3 6 7 10:15 11 1 12 6 10:30 19 4 4 2 10:45 9 0 59 8 10 1 32 16 91 24 11:00 14 2 3 4 11:15 4 0 4 4 11:30 15 0 8 1 11:45 14 31 47 51 11 2 26 11 1 73 16 Combined ria Duo zoo 661 4Z 667 Total 1177 1177 902 902 AM Peak 07:30 07:30 Vol. 127 62 P.H.F. 0.814 0.738 PM Peak 02:30 02:15 Vol. 143 100 P.H.F. 0.627 0.735 Peroentag e 40.7% 59.3% 26.1% 73.9% 714 1365 2079 Counts Unlimtied, Inc. Page 5 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099E S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 13077ar Northbound Hour Totals Southbound Hour Totals Combined Totals Timis T. U,A inn C44r KAnminn Aft-- AAnmi— A4e..._.... r. A.....:_.. 12:00 2 17 2 11 12:15 1 15 1 9 12:30 0 9 0 17 12:45 1 15 4 56 0 14 3 51 7 107 01:00 2 8 0 11 01:15 0 6 0 9 01:30 0 18 0 7 01:45 0 10 2 42 0 9 0 36 2 78 02:00 1 15 1 13 02:15 0 21 2 17 02:30 0 29 0 22 02:45 1 51 2 116 0 16 3 68 5 184 03:00 1 32 1 29 03:15 2 37 0 21 03:30 3 19 1 24 03:45 1 18 7 106 0 18 2 92 9 198 04:00 2 21 0 14 04:15 5 24 1 24 04:30 4 22 0 22 04:45 4 17 15 84 1 23 2 83 17 167 05:00 2 25 0 23 05:15 6 30 1 22 05:30 13 23 1 21 05:45 13 24 34 102 1 26 3 92 37 194 06:00 4 20 1 17 06:15 5 19 2 18 06:30 8 30 8 10 06:45 16 15 33 84 5 15 16 60 49 144 07:00 12 26 6 20 07:15 24 11 8 16 07:30 27 17 20 18 07:45 29 15 92 69 27 15 61 69 153 138 08:00 _ 53 13 12 23 08:15 22 5 11 15 ' 08:30 16 8 4 7 08:45 15 8 106 34 6 5 33 50 139 84 09:00 17 4 7 13 09:15 12 4 4 6 09:30 15 8 4 9 09:46 13 2 57 18 7 12 22 40 79 58 10:00 11 4 4 8 10:15 15 2 13 5 . 10:30 14 1 7 1 10:45 8 5 48 12 5 5 29 19 77 31 11:00 11 1 3 2 11:15 18 1 15 4 11:30 12 0 8 2 11:45 13 1 54 3 14 31 40 11 94 14 YJY /co Combined Total 1180 AM Peak 07:15 Vol. 133 P.H.F. 0.627 PM Peak 02:30 Vol. 149 P.H.F. 0.730 Percenta e 38.5% 61.5% qy /Zo 1180 Z14 b/1 885 07:30 70 0.648 03:00 92 0.793 24.2% 75.8% 214 b71 666 1397 885 2065 Counts Unlimtied, Inc. Page 6 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099B S1 Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 14-077ar Northbound Hour Totals Southbound Hour Totals Combined Totals Tim. Wad Mnminn Ae.mnnn KAnmfnn nee......... ..--:_- 12:00 1 29 2 15 12:15 1 14 1 20 12:30 0 21 0 6 12:45 0 7 2 71 0 21 3 62 5 133 01:00 1 10 1 13 01:15 0 30 0 18 01:30 0 16 0 13 01:46 1 17 2 73 1 16 2 60 4 133 02:00 0 21 0 9 02:15 0 18 1 14 02:30 1 29 0 30 02:45 0 48 1 116 0 22 1 75 2 191 03:00 2 32 1 28 03:15 1 25 0 18 03:30 1 34 0 25 03:45 1 20 5 111 1 25 2 96 7 207 04:00 3 22 0 16 04:15 4 24 0 10 04:30 2 17 1 14 04:45 2 20 11 83 2 18 3 58 14 141 05:00 8 30 0 22 05:15 4 32 0 29 05:30 10 25 1 26 05:45 4 22 26 109 5 17 6 94 32 203 06:00 3 24 1 17 06:15 9 20 5 24 06:30 9 23 4 20 05:45 12 29 33 96 4 15 14 76 47 172 07:00 20 15 7 20 07:15 20 14 11 13 07:30 32 11 19 21 07:45 24 11 96 51 22 12 59 66 155 117 08:00 45 6 11 14 08:15 19 10 5 19 08:30 19 9 9 9 08:45 30 5 113 30 4 20 29 62 142 92 09:00 15 6 11 9 09:16 11 8 6 9 09:30 15 4 11 7 09:45 26 2 67 20 13 9 41 34 108 54 10:00 13 1 7 4 10:15 14 1 7 5 10:30 14 1 7 3 10:45 14 0 55 3 6 2 27 14 82 17 11:00 13 1 13 1 11:15 16 1 8 2 11:30 17 0 12 2 11:45 18 1 64 3 12 0 45 5 109 8 1 Vi.I 4/0 /oo Combined Total 1241 AM Peak 07:15 Vol. 121 P.H.F. 0.672 PM Peak 02:45 Vol. 139 P.H.F. 0.724 Percentag 38.3% 61.7% e 4/0 /bb 1241 232 702 934 07:15 63 0.716 02:30 98 0.817 24.8% 75.2% 232 702 707 1468 934 2175 Counts Unlimtied, Inc. Page 7 25424 Jadyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECPSPP Camino Palencia Site Code: 015099B S/ Passeo Parallon Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 15.077ar- Northbound Hour Totals Southbound Hour Totals Combined Totals T{mo Thu RA—i— Aenm — RA--i— Ae........._ 1......1_.. nu..____ 12:00 0 8 1 13 12:15 3 14 0 8 12:30 1 23 0 16 12:45 0 17 4 62 0 13 1 50 5 112 01:00 0 5 1 9 01:15 0 10 0 8 01:30 0 11 0 11 01:45 0 16 0 42 0 13 1 41 1 83 02:00 0 7 0 9 02:15 0 19 1 16 02:30 0 20 0 31 02:45 0 45 0 91 1 27 2 83 2 174 03:00 1 22 0 19 03:15 4 31 0 21 03:30 2 32 0 21 03:45 2 30 9 115 1 25 1 86 10 201 04:00 3 18 0 21 04:16 1 33 1 24 04:30 4 23 0 16 04:45 2 18 10 92 0 21 1 82 11 174 05:00 2 25 1 20 06:16 3 21 0 33 05:30 9 22 1 20 05:45 4 20 18 88 2 18 4 91 22 179 06:00 11 25 2 14 06:15 4 22 4 24 06:30 8 26 3 19 06:45 15 17 38 90 4 17 13 74 51 164 07:00 19 19 8 21 07:15 25 26 1 14 07:30 25 12 18 16 07:45 40 12 109 69 17 17 44 68 153 137 08:00 53 6 18 22 08:15 22 7 8 16 08:30 21 10 6 6 08:45 18 7 114 30 13 10 45 54 159 84 09:00 13 7 18 10 09:15 13 10 6 11 09:30 17 5 5 13 09:46 11 2 54 24 11 7 40 41 94 65 10:00 12 6 4 10 10:15 12 2 6 8 10:30 17 4 8 4 10:45 9 4 50 16 6 2 24 24 74 40 11:00 19 3 19 4 11:15 26 1 8 0 11:30 14 2 8 3 11:46 14 5 73 11 8 3 43 101 116 21 Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. Percentag ADT/AAD T 11. lov 1209 07:15 143 0.675 02:45 130 0.722 41W fou 1209 219 ru4 923 07:30 61 0.803 02:30 98 0.742 39.6% 60.4% 23.7% 76.3% ADT 2,041 AADT 2,041 219 /04 596 1434 923 2132 Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099E E/ Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 097ar Eastbound Hour Totals .Westbound Hour Totals Combined Totals Ti.. Fri Unminn Afrornnnn RAnminn Apo !An Ape \An ewe u.....:__ 12:00 1 6 0 5 12:15 0 2 0 3 12:30 0 2 1 3 12:45 0 2 1 12 0 5 1 16 2 28 01:00 0 1 0 9 01:15 0 1 0 3 01:30 0 1 0 2 01:45 2 2 2 5 0 1 0 15 2 20 02:00 0 7 0 2 02:15 0 4 0 3 02:30 0 2 0 1 02:45 0 5 0 18 0 7 0 13 0 31 03:00 0 1 0 4 03:15 0 4 0 4 03:30 1 5 2 15 03:45 0 3 1 13 0 6 2 28 3 41 04:00 1 2 0 6 04:15 0 3 0 15 04:30 0 3 1 2 04:45 1 6 2 14 2 5 3 28 5 42 05:00 0 5 2 4 05:15 0 3 2 5 05:30 0 3 0 4 05:45 0 1 0 12 3 7 7 20 7 32 06:00 0 1 2 3 06:15 1 4 2 2 06:30 0 2 1 4 06:45 4 1 5 8 5 4 10 13 15 21 07:00 1 1 2 0 07:15 4 4 6 1 07:30 2 1 7 1 07:45 0 2 7 8 7 2 24 4 31 12 08:00 2 4 6 2 08:15 4 2 4 1 08:30 2 0 0 2 08:45 0 4 8 10 2 0 12 5 20 15 09:00 1 1 8 0 09:15 0 0 2 0 09:30 1 2 3 1 09:45 4 3 6 6 7 1 20 2 26 8 10:00 2 3 5 3 10:15 1 2 2 0 10:30 1 1 6 0 10:45 6 0 10 6 2 0 15 3 25 9 11:00 5 0 1 0 11:15 6 1 7 0 11:30 1 1 8 2 11:45 3 0 15 2 1 0 1 17 2 32 4 w[ai 57 114 Combined Total 171 AM Peak 10:30 Vol. 18 P.H.F. 0.750 PM Peak 02:00 Vol. 18 P.H.F. 0.643 Percentag e 33.3% 66.7% 57 114 171 111 149 260 07:15 28 0.875 03:30 41 0.683 42.7% 67.3% 111 149 168 263 260 431 Counts Unlimtied, Inc. Page 2 25424 Jadyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099E E/ Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 10--Mar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. C.f Unminn Affarnnnn AAnr ANamnnn I,Anminf. AAIe......... \Amnion Aa.....--- r. A...-!-- 12:00 0 8 1 5 12:15 0 2 0 3 12:30 1 2 1 4 12:45 1 2 2 14 0 3 2 15 4 29 01:00 0 1 0 2 01:15 0 2 0 5 01:30 0 5 0 6 01:45 0 0 0 8 0 1 0 14 0 22 02:00 0 4 0 1 02:15 0 0 0 3 02:30 0 4 0 2 02:45 1 5 1 13 1 4 1 10 2 23 03:00 0 1 0 5 03:15 0 3 0 4 03:30 0 6 0 3 03:45 0 6 0 16 0 3 0 15 0 31 04:00 0 6 0 5 04:15 0 2 2 3 04:30 0 4 0 4 04:45 1 3 1 15 0 1 2 13 3 28 05:00 1 5 1 9 05:15 0 2 0 5 05:30 0 2 0 2 05:45 1 2 2 11 1 4 2 20 4 31 06:00 0 2 2 5 06:15 0 0 1 2 06:30 2 3 2 5 06:45 1 2 3 7 2 4 7 16 10 23 07:00 0 4 0 1 07:15 2 2 2 2 07:30 0 1 4 6 07:45 1 3 3 10 5 0 11 9 14 19 08:00 4 2 6 0 08:15 2 1 3 1 08:30 4 3 2 1 08:45 1 7 11 13 4 0 15 2 26 15 09:00 1 3 6 0 09:15 4 1 5 0 09:30 1 3 6 1 09:45 0 2 6 9 9 0 26 1 32 10 10:00 4 1 1 2 10:15 2 3 7 0 10:30 2 1 5 0 10:45 3 0 11 5 8 1 21 3 32 8 11:00 3 0 10 2 11:15 6 0 3 1 11:30 1 1 7 2 11:45 7 0 17 1 6 01 26 5 43 6 Combined Total 179 AM Peak 11:00 Vol. 17 P.H.F. 0.607 PM Peak 03:15 Vol. 21 P.H.F. 0.656 Percentag e 31.8% 68.2% of icc 179 IS IZD 236 10:15 30 0.750 05:00 20 0.556 47.9% 52.1% I I.1 126 1/1) 245 236 415 Counts Unlimtied, Inc. Page 3 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099B El Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 11-0Mar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Ti—. s,,n ne...,i— eee..,....., n.,...,:.,.. nw,..____ ..__:__---____ ..__:__ .—_____ ..___.__ ... 12:00 0 2 0 2 12:15 0 2 0 4 12:30 0 2 1 2 12:45 0 2 0 8 2 3 3 11 3 19 01:00 0 3 1 1 01:15 1 5 0 4 01:30 0 5 2 5 01:45 0 1 1 14 0 4 3 14 4 28 02:00 0 2 0 2 02:15 0 1 0 6 02:30 0 3 0 2 02:45 0 2 0 8 0 3 0 13 0 21 03:00 0 2 0 4 03:15 0 4 0 4 03:30 0 4 0 4 03:45 0 1 0 11 0 6 0 17 0 28 04:00 0 7 0 3 04:15 0 2 4 3 04:30 0 3 1 3 04:45 0 5 0 17 0 1 5 10 5 27 05:00 1 3 0 6 06:15 0 5 1 7 05:30 1 4 3 5 05:45 0 3 2 15 0 4 4 22 6 37 06:00 1 0 1 3 06:15 0 4 0 2 06:30 0 5 0 4 06:45 0 2 1 11 1 5 2 14 3 25 07:00 1 4 0 2 07:15 0 2 0 2 07:30 0 2 2 2 07:45 1 4 2 12 1 1 3 7 5 19 08:00 1 2 1 1 08:15 0 3 0 2 08:30 6 0 0 0 08:45 0 0 7 5 3 0 4 3 11 8 09:00 0 1 3 1 09:15 1 0 1 0 09:30 2 0 2 0 09:45 0 1 3 2 2 0 8 1 11 3 10:00 2 0 2 0 10:15 3 0 5 0 10:30 3 1 4 1 10:45 2 0 10 1 2 0 13 1 23 2 11:00 1 0 1 0 11:15 2 0 11 0 11:30 0 0 3 0 11:45 4 0 7 0 4 0 19 0 26 0 , V.i ao 1u4 33 IU4 64 113 64 113 Combined Total 137 137 177 177 AM Peak 10:00 11:00 Vol. 10 19 P.H.F. 0.417 0.432 PM Peak 04:00 05:00 Vol. 17 22 P.H.F. 0.607 0.786 Percentag e 241% 759% 36.2% 63.8% 97 217 314 Counts Unlimtied, Inc. Page 4 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099B EI Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 12--M7ar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. Mnn Mnminn Aftmn \Anmion A*-- RA —inn A.—_- 12:00 0 5 0 3 12:15 1 4 0 7 12:30 0 3 0 8 12:45 0 4 1 16 0 2 0 20 1 36 01:00 1 2 1 3 01:15 0 1 0 1 01:30 0 2 0 2 01:45 1 5 2 10 0 2 1 8 3 18 02:00 0 2 0 1 02:15 0 2 0 5 02:30 0 7 2 11 02:45 1 2 1 13 1 11 3 28 4 41 03:00 0 2 0 9 03:15 0 4 0 5 03:30 0 4 0 4 03:45 1 3 1 13 0 4 0 22 1 35 04:00 0 8 2 3 04:15 0 2 0 1 04:30 0 5 1 6 04:45 0 3 0 18 0 2 3 12 3 30 05:00 2 1 2 2 05:15 0 4 2 6 05:30 0 5 0 7 05:45 0 4 2 14 3 2 7 17 9 31 06:00 0 0 4 3 06:15 0 2 3 1 06:30 1 2 5 2 06:45 1 2 2 6 6 2 18 8 20 14 07:00 4 6 3 3 07:15 0 4 5 2 07:30 1 2 3 2 07:45 0 1 5 13 7 1 18 8 23 21 08:00 1 2 6 4 08:15 1 1 4 0 08:30 7 2 8 0 08:45 2 0 11 5 4 1 22 5 33 10 09:00 4 1 4 0 09:15 2 2 6 2 09:30 2 1 5 1 09:45 0 2 8 6 2 0 17 3 25 9 10:00 1 1 5 0 10:15 2 0 7 0 10:30 1 0 3 1 10:45 5 0 9 1 2 0 17 1 26 2 11:00 2 0 2 1 11:15 0 0 2 0 11:30 0 0 1 0 11:45 5 0 7 0 3 0 1 8 1 15 1 1.YJ 11D Combined Total 164 AM Peak 08:30 Vol. 15 P.H.F. 0.536 PM Peak 03:15 Vol. 19 P.H.F. 0.594 Percentag 29.9% 70.1% e 4V 110 164 114 133 247 07:45 25 0.781 02:15 36 0.818 46.2% 53.8% 114 133 163 248 247 411 Counts Unlimtied, Inc. Page 5 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099B E/ Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 start 13--M7ar Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. T... Mnminn AR.,nn KAl minn Awum— KA—i— Aff-- RA--;— ewe......... rd.....:_.. 12:00 0 0 0 7 12:15 0 4 0 4 12:30 0 1 0 2 12:45 1 5 1 10 0 2 0 15 1 25 01:00 0 1 0 1 01:15 0 3 0 2 01:30 0 3 0 4 01:45 0 3 0 10 0 0 0 7 0 17 02:00 0 2 0 3 02:15 0 2 1 4 02:30 1 5 1 6 02:45 0 1 1 10 0 9 2 22 3 32 03:00 0 2 1 4 03:15 0 6 0 12 03:30 0 5 0 5 03:45 0 2 0 15 1 7 2 28 2 43 04:00 0 7 0 5 04:15 0 1 0 5 04:30 1 11 1 3 04:45 0 3 1 22 1 4 2 17 3 39 05:00 0 5 1 3 05:15 1 2 3 6 05:30 0 5 1 5 05:45 0 3 1 15 3 4 8 18 9 33 06:00 1 7 4 5 06:15 1 3 0 1 06:30 1 2 2 1 06:45 4 3 7 15 4 5 10 12 17 27 07:00 3 2 4 3 07:15 3 5 4 1 07:30 5 3 9 2 07:45 1 3 12 13 9 1 26 7 38 20 08:00 1 1 2 1 08:15 1 3 5 3 08:30 2 1 4 1 08:45 0 0 4 5 3 1 14 6 18 11 09:00 1 1 4 2 09:15 0 0 3 1 09:30 2 2 4 2 09:45 1 1 4 4 7 1 18 6 22 10 10:00 3 2 2 2 10:15 3 0 4 0 10:30 0 0 3 1 10:45 2 0 8 2 4 1 13 4 21 6 11:00 1 0 0 1 11:15 0 0 4 0 11:30 4 0 2 0 11:45 2 0 7 0 5 1 11 2 18 2 iuui 40 lZl 40 121 105 144 106 144 Combined Total 167 167 250 250 AM Peak 06:45 07:00 Vol. 15 26 P.H.F. 0.750 0.722 PM Peak 04:00 02:30 Vol. 22 31 P.H.F. 0.500 0.646 Percentag 27.5% 72.5% 42.4% 57.6% e 152 265 417 Counts Unlimtied, Inc. Page 6 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099B E/ Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 1407 Eastbound Hour Totals Westbound Hour Totals Combined Totals T;-- %Area AA....;— Aff--n.. ------- •A-_:-- •a_____ .._—.__ ... 12:00 0 3 0 10 12:15 0 5 0 5 12:30 1 2 0 5 12:45 0 2 1 12 0 3 0 23 1 35 01:00 0 5 0 1 01:15 0 2 0 4 01:30 0 10 0 10 01:45 0 3 0 20 0 3 0 18 0 38 02:00 0 3 1 6 02:15 0 2 0 3 02:30 1 1 1 1 02:45 0 5 1 11 1 12 3 22 4 33 03:00 0 3 0 7 03:15 0 2 0 7 03:30 0 7 0 4 03:45 0 4 0 16 0 7 0 25 0 41 04:00 1 4 0 4 04:15 0 4 2 2 04:30 0 0 0 3 04:45 1 3 2 11 1 5 3 14 5 25 05:00 0 2 0 4 05:15 0 6 2 6 05:30 0 12 0 8 05:45 0 2 0 22 5 7 7 25 7 47 06:00 1 9 3 2 06:15 1 3 1 3 06:30 1 3 4 3 06:45 3 2 6 17 3 6 11 14 17 31 07:00 1 3 7 2 07:15 7 2 3 4 07:30 1 5 6 0 07:45 0 1 9 11 10 0 26 6 35 17 08:00 1 4 4 4 08:15 4 2 2 1 08:30 1 1 8 1 08:45 1 3 7 10 6 0 20 6 27 16 09:00 0 1 8 6 09:15 2 1 5 1 09:30 0 2 4 1 09:45 2 0 4 4 1 0 18 8 22 12 10:00 0 3 2 0 10:15 2 0 5 0 10:30 3 0 3 0 10:45 0 1 5 4 2 0 12 0 17 4 11:00 0 0 4 0 11:15 2 1 2 0 11:30 2 1 1 0 11:45 5 0 9 2 5 0 12 01 21 2 :omi 44 14V 44 14U Combined 184 184 Total AM Peak 06:30 Vol. 12 P.H.F. 0.429 PM Peak 05:15 Vol. 29 P.H.F. 0.604 Percentag 23.9% 76.1% e 112 161 273 08:30 27 0.675 02:45 30 0.625 41.0% 59.0% 112 161 156 301 273 457 Counts Unlimtied, Inc. Page 7 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECGECP Camino Guarda Site Code: 015099B E/ Camino Palencia Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 15077ar Eastbound .Hour Totals Westbound Hour Totals Combined Totals Tim Th., Mnminn Awcmnnn I.,—i— Awe......... eA.....i— ewe.....,... r.e...:.t..., nu.....,..._ 12:00 0 2 0 4 12:15 0 4 0 7 12:30 0 4 0 7 12:45 0 6 0 16 0 7 0 25 0 41 01:00 0 5 0 1 01:15 0 1 0 6 01:30 0 0 0 4 01:45 0 4 0 10 0 3 0 14 0 24 02:00 0 4 0 4 02:15 0 3 0 1 02:30 1 1 1 5 02:45 0 2 1 10 0 7 1 17 2 27 03:00 0 2 0 3 03:15 0 7 0 9 03:30 0 1 0 10 03:45 0 2 0 12 2 1 2 23 2 35 04:00 0 7 0 2 04:15 0 5 0 3 04:30 1 2 1 4 04:45 0 3 1 17 2 5 . 3 14 4 31 05:00 1 5 2 3 05:15 0 10 0 6 05:30 0 5 1 7 05:45 _ 0 4 1 24 4 6 7 22 8 46 06:00 0 3 2 2 06:15 0 1 1 6 06:30 0 4 3 3 06:45 1 4 1 12 2 6 8 17 9 29 07:00 4 5 4 4 07:15 4 3 10 2 07:30 5 4 10 0 07:45 1 1 14 13 7 2 31 8 45 21 08:00 0 2 8 0 08:15 0 0 6 4 08:30 1 0 5 1 08:45 1 1 2 3 4 1 23 6 25 9 09:00 2 4 5 2 09:15 3 5 1 4 09:30 0 4 7 2 09:45 1 3 6 16 4 0 17 8 23 24 10:00 1 3 1 1 10:15 1 1 1 0 10:30 1 0 2 0 10:45 1 0 4 4 5 0 9 1 13 5 11:00 3 0 4 1 11:15 3 0 7 0 11:30 3 0 1 0 11:45 5 1 14 1 3 01 15 1 1 29 2 w 100 44 1J0 lib ibb Combined Total 182 182 272 AM Peak 06:45 07:15 Vol. 14 35 P.H.F. 0.700 0.875 PM Peak 05:00 02:45 Vol. 24 29 P.H.F. 0.600 0.725 Percentag e 24.2% 75.8% 42.6% 57.4% ADT/AAD T ADT 414 AADT 414 118 156 160 294 272 454 Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099B NI Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Stan 090M7ar Northbound Hour Totals Southbound Hour Totals Combined Totals Timis Fri Mnminn Affwmnnn Mnminn Awwmnnn Mnminn Awwmnnn KAnminn Awnm...... KA--i— Awe......... 12:00 0 12 2 10 12:15 0 11 0 20 12:30 0 43 0 15 12:45 1 21 1 87 0 12 2 57 3 144 01:00 0 19 2 11 01:15 1 11 2 12 01:30 0 14 0 9 01:45 0 19 1 63 0 11 4 43 5 106 02:00 0 17 0 9 02:15 0 12 0 12 02:30 0 12 1 12 02:45 0 17 0 58 0 14 1 47 1 105 03:00 2 26 0 3 03:15 0 20 0 14 03:30 0 37 1 16 03:45 4 24 6 107 0 14 1 47 7 154 04:00 0 25 1 7 04:15 1 29 1 7 04:30 1 28 0 14 04:45 0 23 2 105 0 14 2 42 4 147 05:00 1 29 1 9 05:15 2 17 2 10 05:30 1 23 0 7 05:45 1 25 5 94 0 10 3 36 8 130 06:00 4 21 2 12 06:15 3 23 2 22 06:30 3 12 6 15 06:45 13 10 23 66 4 14 14 63 37 129 07:00 12 16 11 10 07:15 10 8 3 11 07:30 27 12 16 9 07:45 29 7 78 43 17 5 47 35 125 78 08:00 43 8 21 5 08:15 23 5 6 2 08:30 8 7 10 8 08:45 21 7 95 27 10 9 47 24 142 51 09:00 17 6 10 9 09:15 8 7 7 3 09:30 14 4 5 4 09:45 10 5 49 22 6 2 28 18 77 40 10:00 12 1 3 4 10:15 10 3 7 7 10:30 6 5 6 3 10:45 11 2 39 11 8 5 24 19 63 30 11:00 11 1 4 5 11:15 14 2 10 1 11:30 8 4 4 0 11:45 8 2 41 9 5 3 23 91 64 18 iumi 3 v o9z s4U b9Y 196 440 196 440 536 1132 Combined Total 1032 1032 636 636 1668 AM Peak 07:30 07:30 Vol. 122 60 P.H.F. 0.709 0.714 PM Peak 03:30 06:00 Vol. 115 63 P.H.F. 0.669 0.716 Percentag e 32.9% 67.1% 30.8% 69.2% Counts Unlimtied, Inc. Page 2 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099E N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 1007ar Northbound Hour Totals Southbound Hour Totals Combined Totals Time Rat Mnminn After AM Ao AAn nae 12:00 0 18 _-_.-_.. __._. . _._.___.. 2 6 ..._. _... ...__...__.. ..._...... ........ ...... 12:15 0 16 2 5 12:30 0 11 2 13 12:45 0 6 0 51 1 6 7 30 7 81 01:00 0 13 1 6 01:15 1 11 0 9 01:30 1 17 0 8 01:45 1 13 3 54 2 4 3 27 6 81 02:00 1 11 0 9 02:15 2 6 0 7 02:30 0 2 1 8 02:45 0 9 3 28 1 4 2 28 5 56 03:00 0 10 1 15 03:15 0 15 0 7 03:30 1 11 0 5 03:45 0 15 1 51 0 10 1 37 2 88 04:00 0 11 0 8 04:15 0 15 0 9 04:30 0 12 1 13 04:45 1 11 1 49 1 11 2 41 3 90 05:00 0 11 0 4 05:15 0 23 0 11 05:30 1 11 1 13 05:45 4 11 5 56 1 10 2 38 7 94 06:00 1 15 0 10 06:15 4 15 3 9 06:30 3 10 1 13 06:45 7 11 15 51 1 16 5 48 20 99 07:00 5 13 0 5 07:15 6 15 4 9 07:30 9 9 1 13 07:45 13 7 33 44 4 9 9 36 42 80 08:00 15 5 7 7 08:15 11 8 - 7 9 08:30 9 6 5 5 08:45 15 2 50 21 6 5 25 26 75 47 09:00 17 5 3 8 09:15 7 3 5 4 09:30 16 1 7 4 09:45 20 3 60 12 13 2 28 18 88 30 10:00 21 3 4 3 10:15 22 2 6 6 10:30 16 1 14 3 10:45 14 2 73 8 10 4 34 16 107 24 11:00 8 3 7 1 11:15 15 2 13 5 11:30 20 4 17 3 11:45 21 0 64 9 4 3 j 41 121 105 21 ,mm 566 4a4 Sub 434 159 357 159 357 Combined Total 742 742 516 516 AM Peak 09:30 10:45 Vol. 79 47 P.H.F. 0.898 0.691 PM Peak 05:15 06:00 Vol. 60 48 P.H.F. 0.652 0.750 Percentag 41.5% 58.5% 30.8% 69.2% e 467 791 1258 Counts Unlimtied, Inc. Page 3 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099B N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 1107ar• Northbound Hour Totals Southbound Hour Totals Combined Totals Timc R,m KA—i— AHn......... ��.....:.... nu.......__ u__:__ ..._—___ .. ... 12:00 0 ... 9 ....... ...._...�_.. ...-...... .........vv.. 0 8 ......... (.. w:i:..�:: :n�,,,i,i /114G,IIUV11 12:15 1 10 2 11 12:30 0 15 0 6 12:45 3 10 4 44 0 17 2 42 6 86 01:00 4 10 1 8 01:15 1 11 1 9 01:30 _ 2 16 1 12 01:45 0 14 7 51 0 8 3 37 10 88 02:00 0 11 0 9 02:15 0 14 0 11 02:30 0 15 0 7 02:45 0 10 0 50 0 11 0 38 0 88 03:00 1 18 2 7 03:15 0 10 0 11 03:30 0 11 0 6 03:45 0 9 1 48 0 10 2 34 3 82 04:00 0 7 0 7 04:15 1 16 2 8 04:30 0 10 0 12 04:45 1 12 2 45 1 3 3 30 5 75 05:00 0 11 0 14 05:15 1 12 1 10 05:30 4 9 2 10 05:45 3 16 8 48 1 7 4 41 12 89 06:00 0 9 0 6 06:15 3 12 0 5 06:30 0 11 1 6 06:45 5 13 8 45 0 11 1 28 9 73 07:00 1 6 0 9 07:15 5 9 0 5 07:30 3 1 1 4 07:45 5 12 14 28 1 8 2 26 16 54 08:00 10 5 3 9 08:15 9 9 2 8 08:30 7 8 1 7 08:45 9 9 35 31 3 4 9 28 44 59 09:00 9 2 8 5 09:15 7 8 2 10 09:30 11 9 3 0 09:45 7 0 34 19 6 4 19 19 53 38 10:00 14 3 9 5 10:15 10 1 3 3 10:30 13 3 10 1 10:45 7 1 44 8 4 3 26 12 70 20 11:00 11 6 6 3 11:15 16 2 16 3 11:30 14 1 7 0 11:45 12 1 53 10 7 0 36 61 89 16 Combined ...v +u 4 w 441 lul 9I lut 341 Total 637 637 448 448 AM Peak 11:00 10:30 Vol. 53 36 P.H.F. 0.828 0.563 PM Peak 02:15 00:45 Vol. 57 46 P.H.F. 0.792 0.676 Percenta a 33.0% 67.0% 23.9% 761% 317 768 1085 Counts Unlimtied, Inc. Page 4 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099E N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar 07 Start 12ar- 077Northbound Hour Totals Southbound Hour Totals Combined Totals Tim KAn I.An AO--- EA.. Aa.. 12:00 0 __.__. 6 .__...... ...__...__.. ..._...... 1 ............... 6 .......... 12:15 2 8 1 6 12:30 0 8 1 6 12:45 1 16 3 38 1 6 4 24 7 62 01:00 2 12 0 7 01:15 0 13 0 4 01:30 0 16 1 9 01:45 1 6 3 47 0 5 1 25 4 72 02:00 0 12 0 8 02:15 0 8 0 11 02:30 0 10 0 17 02:45 0 45 0 75 0 17 0 53 0 128 03:00 0 46 0 27 03:15 1 17 0 11 03:30 0 22 1 10 03:45 2 20 3 105 1 15 2 63 5 168 04:00 0 17 1 10 04:15 1 8 0 12 04:30 4 19 0 13 04:45 0 22 5 66 0 10 1 45 6 111 05:00 0 19 0 9 05:15 2 14 2 11 05:30 3 22 2 8 05:45 3 15 8 70 1 18 5 46 13 116 06:00 3 20 5 14 06:15 4 14 2 11 06:30 5 13 5 14 06:45 3 23 15 70 6 9 18 48 33 118 07:00 5 9 2 8 07:15 6 9 4 15 07:30 16 8 11 6 07:45 28 11 55 37 24 4 41 33 96 70 08:00 33 5 28 9 08:15 28 5 13 6 08:30 9 8 8 9 08:45 21 6 91 24 13 6 62 30 153 54 09:00 18 4 5 1 09:15 15 2 6 4 09:30 9 1 11 7 09:45 9 4 51 11 6 4 28 16 79 27 10:00 2 2 2 4 10:15 13 3 7 6 10:30 6 4 5 4 10:45 10 1 31 10 6 0 20 14 51 24 11:00 7 0 3 1 11:15 6 0 1 3 11:30 8 0 5 0 11:45 8 0 29 0 1 21 10 6 39 6 Combined ca uw Total 847 AM Peak 07:30 Vol. 105 P.H.F. 0.795 PM Peak 02:45 Vol. 130 P.H.F. 0.707 Percentag 34.7% 65.3% e Ze o0a 847 l9Z 4Us 595 07:30 76 0.679 02:15 72 0.667 32.3% 67.7% 192 403 486 956 595 1442 Counts Unlimtied, Inc. Page 5 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099B N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar 07 Start 13-OM7ar Northbound Hour Totals Southbound Hour Totals Combined Totals Timis Tun AA.....i.... .a_—___ ..___, ... 12:00 1 ........ 9 ... ....... ...._...��.. ........... 1 ............... 9 nvu nu rvwuv�u rvlUl uiu MilG1IlUUf1 12:15 4 10 1 7 12:30 0 11 1 4 12:45 1 9 6 39 0 9 3 29 9 68 01:00 0 9 0 8 01:15 2 6 0 9 01:30 0 7 0 5 01:45 0 14 2 36 0 3 0 25 2 61 02:00 0 9 0 8 02:15 0 10 0 11 02:30 0 10 1 8 02:45 0 35 0 64 0 22 1 49 1 113 03:00 0 39 0 22 03:15 2 24 0 17 03:30 2 29 0 16 03:45 1 18 5 110 1 16 1 71 6 181 04:00 0 14 0 7 04:15 2 9 0 10 04:30 2 17 1 12 04:45 3 19 7 59 0 11 1 40 8 99 05:00 1 18 1 14 05:15 1 17 2 14 05:30 2 24 0 16 05:45 9 20 13 79 2 10 5 54 18 133 06:00 4 19 1 12 06:15 2 20 2 8 06:30 1 12 5 5 06:45 6 25 13 76 6 8 14 33 27 109 07:00 8 12 3 6 07:15 7 22 3 8 07:30 - 15 11 16 13 07:45 16 8 46 53 20 10 42 37 88 90 08:00 43 13 29 11 08:15 25 7 6 8 08:30 15 4 7 9 08:45 10 9 93 33 7 5 49 33 142 66 09:00 10 5 0 5 09:15 8 6 6 7 09:30 8 2 2 2 09:45 7 3 33 16 4 5 12 19 45 35 10:00 10 3 2 4 10:15 11 3 6 9 10:30 7 3 9 2 10:45 7 1 35 10 5 3 22 18 57 28 11:00 3 3 1 2 11:15 7 1 6 1 11:30 12 1 8 1 11:45 6 3 28 8 11 0 26 4 54 12 coi ow m i 063 1/b 412 175 412 Combined Total 864 864 588 588 AM Peak 07:30 07:30 Vol. 99 71 P.H.F. 0.576 0.612 PM Peak 02:45 02:45 Vol. 127 77 P.H.F. 0.814 0.875 Percentag 32.5% 67.5% 29.9 /0 o 70./o 1 e 457 995 1452 Counts Unlimtied, Inc. Page 6 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099E N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar 07 Start 14077ar- Northbound Hour Totals Southbound Hour Totals Combined Totals 12:00 0 __.. 12 __...._ ...__...__.. ..._...... ............... 0 7 ...... . .....wi, ,.,�,uu, nncu wun 12:15 1 15 0 9 12:30 1 7 0 9 12:45 0 7 2 41 0 5 0 30 2 71 01:00 1 8 0 7 01:15 0 12 1 9 01:30 0 24 0 5 01:45 0 9 1 53 0 9 1 30 2 83 02:00 0 15 0 11 02:15 0 13 0 7 02:30 0 15 0 15 02:45 0 42 0 85 0 13 0 46 0 131 03:00 0 32 0 21 03:15 2 19 1 13 03:30 1 16 0 16 03:45 1 23 4 90 0 12 1 62 5 162 04:00 2 13 1 20 04:15 0 20 0 9 04:30 1 20 0 5 04:45 1 11 4 64 1 10 2 44 6 108 05:00 1 20 2 10 05:15 3 24 0 18 05:30 1 25 1 11 ' 05:45 3 18 8 87 1 14 4 53 12 140 06:00 4 13 5 7 06:15 2 18 3 11 06:30 5 21 6 13 06:45 6 18 17 70 8 13 22 44 39 114 07:00 11 14 6 8 07:15 16 22 3 14 07:30 19 10 13 9 07:45 24 12 70 58 16 10 38 41 108 99 08:00 26 9 24 3 08:15 27 9 5 12 08:30 9 7 4 6 08:45 11 4 73 29 11 11 44 32 117 61 09:00 20 1 3 8 09:15 12 7 3 4 09:30 5 3 5 4 09:45 15 3 52 14 7 4 18 20 70 34 10:00 13 1 10 5 10:15 5 0 4 3 10:30 10 1 4 3 10:45 8 0 36 2 7 0 25 11 61 13 11:00 8 0 4 1 11:15 12 1 7 2 11:30 12 1 3 0 11:45 7 0 39 2 6 1 20 4 1 59 6 ouu 595 Combined Total 901 AM Peak 07:30 Vol. 96 P.H.F. 0.889 PM Peak 02:45 Vol. 109 P.H.F. 0.649 Percentag 34.0% 66.0% e 3U0 090 901 1/0 417 592 07:30 58 0.604 02:45 63 0.750 29.6% 70.4% 175 417 481 1012 592 1493 Counts Unlimtied, Inc. Page 7 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TECZNVC Corte Zorita Site Code: 015099E N/ Via Cordoba Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 1 07 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Th,i Mnm Ceer &d..mi.... ewe......... ni.....:..., na........... ..,_:-- 12:00 1 5 0 5 12:15 0 7 0 12 12:30 3 18 0 10 12:45 0 17 4 47 0 12 0 39 4 86 01:00 0 12 1 2 01:15 0 6 0 0 01:30 0 9 0 6 01:45 0 10 0 37 0 9 1 17 1 54 02:00 0 7 0 8 02:15 0 10 0 9 02:30 0 15 0 19 02:45 0 27 0 59 0 23 0 59 0 118 03:00 0 30 1 22 03:15 2 19 0 8 03:30 3 30 0 15 03:45 0 24 5 103 1 19 2 64 7 167 04:00 0 23 0 10 04:15 0 18 0 8 04:30 0 24 1 14 04:45 2 11 2 76 0 10 1 42 3 118 05:00 1 15 1 12 05:15 0 19 1 18 05:30 2 13 1 11 05:45 3 19 6 66 1 15 4 56 10 122 06:00 2 20. 5 6 06:15 5 10 1 11 06:30 6 23 5 16 06:45 11 11 24 64 5 12 16 45 40 109 07:00 13 14 10 7 07:15 12 21 1 12 07:30 18 10 12 9 07:45 24 15 67 60 17 8 40 36 107 96 08:00 43 5 19 11 08:15 32 4 9 11 08:30 11 7 4 8 08:45 16 5 102 21 9 3 41 33 143 54 09:00 12 4 5 7 09:15 3 7 4 3 09:30 7 5 2 5 09:45 12 5 34 21 4 1 15 16 49 37 10:00 9 3 3 1 10:15 11 2 4 7 10:30 9 3 2 4 10:45 7 5 36 13 6 1 15 13 51 26 11:00 12 3 8 3 11:15 12 1 6 1 11:30 12 0 3 0 11:45 13 1 49 5 2 2 19 6 68 11 Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. Percentag ADT/AAD T 04V Orc 901 07:30 117 0.680 02:45 106 0.883 4za o/Z 901 154 4Z5 580 07:30 57 0.750 02:15 73 0.793 36.5% 63.5% 26.6% 73.4% ADT 1,411 AADT 1,411 154 42b 483 998 580 1481 Counts Unlimtied, Inc. Page 1 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099E B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 0 -Mar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. Fri u_—: -- 12:00 0 2 1 1 12:15 0 1 0 1 12:30 1 2 0 1 12:45 0 3 1 8 0 1 1 4 2 12 01:00 0 0 0 0 01:15 0 1 0 2 01:30 0 1 0 0 01:45 0 2 0 4 0 0 0 2 0 6 02:00 0 2 0 0 02:15 0 3 0 1 02:30 0 3 0 0 02:45 0 3 0 11 0 0 0 1 0 12 03:00 0 1 0 0 03:15 0 2 0 1 03:30 1 3 1 1 03:45 0 1 1 7 0 0 1 2 2 9 04:00 0 3 1 0 04:15 0 2 0 3 04:30 0 2 0 0 04:45 0 2 0 9 0 0 1 3 1 12 05:00 0 1 0 4 05:15 1 1 3 0 05:30 0 2 0 0 05:45 0 1 1 5 0 2 3 6 4 11 06:00 0 0 0 0 06:15 1 1 2 0 06:30 0 0 1 0 06:45 1 3 2 4 0 1 3 1 5 5 07:00 1 0 0 0 07:15 3 1 0 0 07:30 3 0 4 1 07:45 4 0 11 1 1 0 5 1 16 2 08:00 2 0 0 1 08:15 1 2 0 0 08:30 2 0 1 0 08:45 2 1 7 3 1 0 2 1 9 4 09:00 1 0 1 0 09:15 1 0 0 0 09:30 0 1 0 0 09:45 0 0 2 1 0 1 1 1 3 2 10:00 2 0 2 0 10:15 2 0 0 0 10:30 1 0 1 0 10:45 1 0 6 0 3 0 6 0 12 0 11:00 4 0 4 0 11:15 2 0 2 0 11:30 2 0 0 0 11:45 0 0 8 0 0 0 6 01 14 0 1.JD Da Combined Total 92 AM Peak 07:15 Vol. 12 P.H.F. 0.750 PM Peak 02:00 Vol. 11 P.H.F. 0.917 Percentag 42.4% 57.6% e sa os Le LZ 92 51 10:30 10 0.625 04:15 7 0.438 56.9% 43.1% zu 22 68 75 51 143 Counts Unlimtied, Inc. Page 2 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099B B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 10--M7ar Eastbound Hour Totals Westbound Hour Totals Combined Totals Timm C.t KA—i— Aee...— &A--;-- nw.... --- 12:00 1 2 0 0 12:15 0 1 0 0 12:30 0 1 0 0 12:45 0 2 1 6 0 3 0 3 1 9 01:00 0 1 0 2 01:15 0 3 0 1 01:30 0 1 0 0 01:45 0 2 0 7 0 0 0 3 0 10 02:00 0 1 0 0 02:15 0 0 0 0 02:30 0 1 0 2 02:45 1 1 1 3 0 1 0 3 1 6 03:00 0 1 0 0 03:15 0 0 0 0 03:30 0 4 0 4 03:45 0 2 0 7 0 1 0 5 0 12 04:00 0 0 0 0 04:15 1 1 0 0 04:30 0 2 0 0 04:45 0 1 1 4 1 0 1 0 2 4 05:00 0 3 0 1 05:15 1 0 0 0 05:30 0 0 2 0 05:45 1 2 2 5 1 0 3 1 5 6 06:00 0 2 0 1 06:15 0 0 1 0 06:30 0 0 0 1 06:45 0 0 0 2 0 1 1 3 1 5 07:00 0 0 0 3 07:15 0 0 0 0 07:30 2 0 2 0 07:45 0 0 2 0 0 1 2 4 4 4 08:00 2 0 2 0 08:15 2 0 1 0 08:30 1 0 1 0 08:45 2 0 7 0 2 0 6 0 13 0 09:00 4 0 0 0 09:15 2 0 0 0 09:30 2 0 0 1 09:45 1 0 9 0 1 0 1 1 10 1 10:00 0 0 2 0 10:15 1 0 0 0 10:30 3 0 2 0 10:45 1 0 5 0 0 0 4 0 9 0 11:00 1 1 0 0 11:15 0 0 0 0 11:30 3 3 0 0 11:45 3 0 7 4 0 01 0 0 7 4 I VI.i JJ JO Combined Total 73 AM Peak 08:45 Vol. 10 P.H.F. 0.625 PM Peak 00:30 Vol. 7 P.H.F. 0.438 Peroentag 47.9% 52.1% e Jo 36 16 23 73 41 08:00 6 0.750 00:30 6 0.375 43.9% 56.1% 16 23 53 61 41 114 Counts Unlimtied, Inc. Page 3 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099E B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 11-077ar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. Run Mnminn Ae.rnnnn Unminn A.e..,..,.., r.A--;.,., nne...--- n.-____ 12:00 0 3 0 0 12:15 0 0 0 0 12:30 1 0 0 1 12:45 0 0 1 3 0 0 0 1 1 4 01:00 1 0 0 1 01:16 0 1 0 0 01:30 1 2 0 0 01:45 0 0 2 3 0 0 0 1 2 4 02:00 0 1 0 0 02:15 0 1 0 1 02:30 0 1 0 1 02:45 0 2 0 5 0 1 0 3 0 8 03:00 0 0 0 0 03:15 0 3 0 0 03:30 0 1 0 0 03:45 0 2 0 6 0 .1 - 0 1 0 7 04:00 0 0 0 3 04:15 2 0 0 0 04:30 1 1 0 2 04:45 0 1 3 2 0 0 0 5 3 7 05:00 0 0 0 0 05:15 1 1 2 1 05:30 0 2 0 3 05:45 0 0 1 3 0 0 2 4 3 7 06:00 0 1 0 0 06:15 0 0 0 0 06:30 0 0 0 1 06:45 1 0 1 1 1 0 .1 1 2 2 07:00 0 0 0 1 07:15 0 1 0 0 07:30 0 0 0 0 07:45 1 0 1 1 0 1 0 2 1 3 08:00 2 0 0 0 08:15 1 1 0 0 08:30 0 0 0 0 08:45 0 0 3 1 3 0 3 0 6 1 09:00 1 0 1 0 09:15 2 0 0 0 09:30 1 1 1 0 09:45 0 0 4 1 1 1 3 1 7 2 10:00 2 0 1 0 10:15 0 0 1 0 10:30 0 0 1 0 10:45 0 0 2 0 0 0 3 0 5 0 11:00 0 0 0 0 11:15 1 0 0 0 11:30 1 0 0 0 11:45 2 ol 4 0 1 0 1 0 5 0 Combined cc co Total 48 AM Peak 09:15 Vol. 5 P.H.F. 0.625 PM Peak 02:30 Vol. 6 P.H.F. 0.500 Percentag e 45.8% 54.2% t< co 13 l9 48 32 08:45 5 0.417 03:45 6 0.500 40.6% 59.4% 13 19 35 45 32 80 Counts Unlimbed, Inc. Page 4 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099B B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 12--M7ar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. U„i Mnminn nw.rnnnn AA.......... ewe........, r......:..., nw,....___ 12:00 0 1 0 0 12:15 0 0 0 3 12:30 0 1 0 0 12:45 0 2 0 4 0 0 0 3 0 7 01:00 0 0 0 0 01:15 0 1 0 0 01:30 0 1 0 0 01:45 0 1 0 3 0 1 0 1 0 4 02:00 0 0 0 1 02:15 0 2 0 1 02:30 1 3 0 0 02:45 1 3 2 8 1 3 1 5 3 13 03:00 0 8 0 0 03:15 0 1 0 1 03:30 0 2 0 1 03:45 0 1 0 12 1 .1 1 3 1 15 04:00 0 0 0 1 04:15 0 1 0 0 04:30 0 2 0 0 04:45 0 0 0 3 0 2 0 3 0 6 05:00 0 3 0 0 05:15 0 1 1 0 05:30 0 0 0 1 05:45 1 1 1 5 1 0 2 1 3 6 06:00 0 0 0 0 06:15 1 0 1 0 06:30 0 1 0 0 06:45 0 0 1 1 1 2 2 2 3 3 07:00 0 0 0 0 07:15 0 1 0 1 07:30 1 0 2 0 07:45 4 0 5 1 0 0 2 1 7 2 08:00 4 1 0 0 08:15 3 0 3 0 08:30 3 1 0 0 08:45 2 0 12 2 0 1 3 1 15 3 09:00 1 0 1 0 09:15 2 0 1 0 09:30 1 0 1 0 09:45 1 0 5 0 0 0 3 0 8 0 10:00 0 0 1 0 10:15 1 0 0 0 10:30 0 0 0 0 10:45 1 0 2 0 0 0 1 0 3 0 11:00 2 1 1 0 11:15 0 0 0 0 11:30 0 0 0 0 11:45 2 0 4 1 2 01 3 0 7 1 jc 4u 3z 4u 15 20 Combined Total 72 72 38 AM Peak 07:45 07:30 Vol. 14 5 P.H.F. 0.875 0.417 PM Peak 02:15 02:00 Vol. 16 5 P.H.F. 0.500 0.417 Percenta e 44.4% 55.6% 47.4% 52.6% 15 20 50 60 38 110 Counts Unlimtied, Inc. Page 5 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099E B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15-Mar-07 Start 13-077ar Eastbound Hour Totals Westbound Hour Totals Combined Totals Time The Mnminn Affernnnn AAnminn Aeemnnn I,Anminn AHmm— \Anminn Ape......... nA.....t.... na.....___ 12:00 0 2 0 1 12:15 0 1 0 0 12:30 0 3 0 0 12:45 0 6 0 12 0 2 0 3 0 15 01:00 0 0 0 0 01:15 0 0 0 0 01:30 0 2 0 1 01:45 0 0 0 2 0 0 0 1 0 3 02:00 0 3 0 0 02:15 1 1 0 1 02:30 1 1 0 0 02:45 0 1 2 6 0 3 0 4 2 10 03:00 0 3 0 2 03:15 0 3 0 1 03:30 0 2 0 0 03:45 0 2 0 10 0 0 0 3 0 13 04:00 0 0 0 1 04:15 0 1 0 3 ' 04:30 0 0 1 0 04:45 0 0 0 1 0 1 1 5 1 6 05:00 0 0 0 1 05:15 0 3 2 1 05:30 0 2 0 0 05:45 1 5 1 10 3 2 5 4 6 14 06:00 0 2 0 0 06:15 0 1 0 1 06:30 0 1 0 2 06:45 1 3 1 7 0 1 0 4 1 11 07:00 3 1 1 0 07:15 2 0 0 0 07:30 3 0 5 1 07:45 0 0 8 1 0 1 6 2 14 3 08:00 0 1 3 0 08:15 1 2 2 0 08:30 2 0 3 0 08:45 2 1 5 4 1 3 9 3 14 7 09:00 1 0 0 2 09:15 0 0 0 0 09:30 3 0 1 0 09:45 2 0 6 0 0 0 1 2 7 2 10:00 0 0 0 0 10:15 1 0 1 0 10:30 0 0 0 0 10:45 0 0 1 0 2 0 3 0 4 0 11:00 0 0 1 0 11:15 0 0 0 0 11:30 1 0 1 0 11:45 1 2 2 2 1 0 3 01 5 2 I.1OI LO JJ Combined Total 81 AM Peak 06:46 Vol. 9 P.H.F. 0.750 PM Peak 12:00 Vol. 12 P.H.F. 0.500 Percentag 32.1% 67.9% e [o Do 28 31 81 59 07:30 10 0.500 02:15 6 0.500 47.5% 52.5% 28 31 54 86 59 140 Counts Unlimtied, Inc. Page 6 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099B B/ Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15 Mar 07 Start 14--M7ar- Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. 1N.d RA....d.... A4------ a-.-: w. .._ .. ... _. 12:00 _-_-___.1 0 . _._...... ............... ........... 0 .......vvn 2 rvivuuu nnm nova IW."Ilri Anemoon 12:15 0 0 0 1 12:30 0 2 0 1 12:45 0 1 0 4 0 1 0 5 0 9 01:00 0 2 0 1 01:15 0 2 0 0 01:30 0 0 0 0 01:45 0 1 0 5 0 0 0 1 0 6 02:00 1 1 0 1 02:15 0 1 0 0 02:30 1 3 0 2 02:45 0 3 2 8 0 2 0 5 2 13 03:00 0 0 0 2 03:15 0 0 0 4 03:30 0 2 0 3 03:45 0 2 0 4 0 1 0 10 0 14 04:00 0 1 1 0 04:15 0 0 0 1 04:30 0 0 0 0 04:45 0 0 0 1 0 1 1 2 1 3 05:00 0 1 0 0 05:15 0 2 0 0 05:30 1 1 3 1 05:45 0 2 1 6 0 2 3 3 4 9 06:00 1 1 1 0 06:15 0 1 0 0 06:30 1 5 1 3 06:45 0 2 2 9 1 0 3 3 5 12 07:00 4 1 3 0 07:15 1 2 0 0 07:30 3 1 1 0 07:45 0 1 8 5 0 0 4 0 12 5 08:00 3 0 1 1 08:15 0 0 2 2 08:30 5 1 3 1 08:46 2 0 10 1 0 1 6 5 16 6 09:00 1 3 1 0 09:15 2 0 0 0 09:30 2 0 2 0 09:45 0 0 5 3 2 0 5 0 10 3 10:00 3 0 1 0 10:15 2 0 1 0 10:30 1 0 1 0 10:45 0 0 6 0 0 0 3 0 9 0 11:00 1 0 1 0 11:15 1 0 0 0 11:30 1 0 1 0 11:45 3 0 6 0 2 0 4 01 10 0 %V 46 Combined Total 86 AM Peak 08:00 Vol. 10 P.H.F. 0.500 PM Peak 06:30 Vol. 10 P.H.F. 0.500 Percentag e 46.5% 53.5% 4V 40 29 34 86 63 07:45 6 0.500 02:45 11 0.688 46.0% 54.0% 29 34 69 80 63 149 Counts Unlimtied, Inc. Page 7 25424 Jaclyn Avenue Moreno Valley, CA 92557 City of Temecula (951) 247-6716 TEVBCZCV Via Benabarre Site Code: 015099E BI Corte Zorita - Camino Vests Date Start: 09-Mar-07 7 Day Directional Volume Count Date End: 15 Mar 07 Start 157ar Eastbound Hour Totals Westbound Hour Totals Combined Totals Tim. Th,, AAn Aee \A.. A... 12:00 0 _...___. 1 _._...... ...._...__ .. ........... 0 ------ 1 ........... rum uwn anon un rAu 12:15 0 0 0 2 12:30 0 3 0 5 12:45 0 5 0 9 0 2 0 10 0 19 01:00 0 0 0 1 01:15 0 1 0 0 01:30 0 3 0 0 01:45 0 1 0 5 0 0 0 1 0 6 02:00 0 1 0 0 02:15 0 2 0 1 02:30 1 0 0 1 02:45 0 4 1 7 0 1 0 3 1 10 03:00 0 1 0 0 03:15 0 2 0 0 03:30 0 5 0 1 03:45 1 3 1 11 0 2 0 3 1 14 04:00 0 1 1 6 04:15 0 1 0 0 04:30 0 0 1 3 04:45 0 1 0 3 0 0 2 3 2 6 05:00 0 1 0 0 05:15 0 6 1 2 05:30 1 2 2 2 05:45 0 1 1 10 0 2 3 6 4 16 06:00 0 1 0 1 06:15 0 1 0 1 06:30 2 0 2 2 06:45 0 1 2 3 1 2 3 6 5 9 07:00 3 2 2 1 07:15 0 1 0 0 07:30 2 0 1 0 07:45 2 0 7 3 0 1 3 2 10 5 08:00 2 2 0 0 08:15 0 0 0 0 08:30 2 0 0 0 08:45 1 0 5 2 1 0 1 0 6 2 09:00 2 0 0 0 09:15 0 0 0 0 09:30 1 0 0 0 09:45 0 0 3 0 0 0 0 0 3 0 10:00 0 1 0 0 10:15 0 0 1 0 10:30 0 0 0 0 10:45 2 0 2 1 0 0 1 0 3 1 11:00 4 0 1 0 11:15 3 0 1 0 11:30 1 0 1 0 11:45 1 0 9 0 1 01 4 0 13 0 . vial 3.1 04 Combined Total 85 AM Peak 10:45 Vol. 10 P.H.F. 0.625 PM Peak 02:45 Vol. 12 P.H.F. 0.500 Percentag 36.5% 63.5% e ADT/AAD T ADT 125 31 54 17 34 85 51 06:15 5 0.625 AADT 125 12:00 10 0.500 33.3% 66.7% 17 34 48 88 51 136 N O) a CO Co > 0co 0 O N N > O @ @ womLb a Cain 00000000000000000000000 U ° W r n U UMa co o 000000000000000000000 co (000000000000000000000000 00000000000000000000000 LO Loo 0000000000000000000000 �v ioo 0000000000000000000000 Nrvl00000000000000000000000 �o�00000000000000��0000000 M CIO OOOOOO��OON CNN Oa0 �O.-�O� N OOOOOOON� Ma �erN McO V NEON MN �� N N OOO�N�MN�ptO .-RM�GDpfpM�00.- >� (O N �0000�-O�O�aOMN��ORO�� 00 @ Z U) a 0 a oin 00000�o�o����ooNo��0000 U @ d � O @ @ N U a Ejyd� n00000000000g0000000000 f"0m o�y000000000000 a0000000000 ,,. arn�i�i ria ui id add biome ri v iri i6 r�cd of o:=i�i p._ cc >.a @ca UUajrnZ m rn a m m CA 0000�(pNNOPO�OtO (D W OOOOM� M >rnoo m CDj CAm `m F LLI CA H � CA UW�^ 0 0 0 0 0 o CA CA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N M UOU U N U) C N O O 13 °)QUc�D E c C t) N � a j 7 C 0) o UN`0 2 (Doo 0000000000000000000000 ��00000000000000000000000 ��o 0000000000000000000000 U) Loo 0000000000000000000000 � olo 000000000000.-000000000 gqT00000000.-00000000000000 m ono 0000.-00000000000000000 O O O O O, O O O— O � — O O— O O O N,— 0 0 N cmIOOOOO��M.—NONNMNNOMfD N NIO O O O— N— M(D 0 0 V'N h V N M.-00 � (DNOOOOOOONN�V'�NON�.—�D�0000 N Z U v d a 0 WD 00000'- CA CA CM COO — 0000 �— 00�� 00 U @ m anima° 0> m.2 3 F- 0 co 0 r O.5 m >,.t .m.. .���Q rO� U U cgrZ 00000000000�0000000000 00000000000a0000000000 NM V �D OI�OD Of Or (CI V'�(p l��p00.—N M m m r r NNO� N��-�OIO MOD �ON�O �(OOrT'-�O N » O O 0 O M Co d U n22 woo n F �o� a'C v iO o000000 0000000000000000 U —Lu fN d m a) 55OCa Q �000000000000000000000000 00000000000000000000000 Lf) c000000000000000000000000 ��00000000000000000000000 �000000000000000000000000 r c �m �rn(o A)QUr ��00000000000000000000000 �v �v� n 0 o UN� m N N O N O O O O O O O O N N N N N O 0 0 N N 000�-.-0000 MN N�MfhO� MN tO�00 N N N 0000� c•.-OOOONO� Or�NN�O�O 2 J a o. oa�00000000N00000.-.-000000 CO m m 75 c myna om 0> r00000000000g0000000000 �omOorm000000000000a0000000000 w C co (V ci iq iD 1�t0AG—- —-— N -G�(V O •- � TL .. E \000�00000�-� �.-.-���-.-�N NN Q Q ~ p U U tnrZ V > coo 0 OOO-NOS tCOO aov7OM- 0 %N N M O O a O > O M @ h a ULO�m W 0 F- j6 in00000000000000000000000 U m W � 222 UDO S0PICA 0000000000000000000000 0 N LO C N 0 10 > Q °)¢U �o C ? N c C N U N O 2 ��00000000000000000000000 L0000000000000000000000000 iLOo toLC) v CAI o o 000000000000000000000LO v v00000000000000000000000 M� I O O O O O O O O- o- o- O M M- N O M '- O O N MIO��o 00MN CANO, 00 I;r Onr ONE N N CA O- O- Cl VT CA COI- It CA O.- -O-MtON It CA MO N R (DN 03 O 0)> N� �- OM5 or O C TL @ .T. N > Q r0 !/) uuu)nz O O O O O M M O O I- O M O M o M 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000a0000000000 'NCO 000000000000__.- _M-O--N-O-NNNN T-111 N O a m m l6 1� r OO — ——N�O D3 JM 0 0 rn O 0 0 F W o m I- bS0� � V'D ��n00000000000000000000000 UAW^^ N m76O CIA000000000000000000000000 ��00000000000000000000000 nCIA00000000000O00000000000 '�n Flo 0000000000000000000000 0000000000000000000000 ��00000000000000000000000 M m OOOOOOO 04N100M0N M NO N CIO OOOOO�f�e7NNM Ins �� OOP 0.-OO (O N OOOOOON �O('1�OO�O a-N� NOOOO Z 3 a d 1 O10 OOOO ����.-.-00 �� ON �000000 f6 m N U N @ O yjy�� n00000000000�0000000000 omo ory00000OO00000 a0000000000 a M�i�i i+ivui is poi biome i+i :r vi iprcd oio Piv O- N TL .,. �_�000000000��--�----s--NNN Q rO ~ p U U h n Z T jm n OONONNNn MOONOOOOm W MtONO p)o O N j cD O (0 l0 mw CA 'pra�moo 0o 00o 0000000000000000 0aWnn (n d y cn �oo 0000000000000000000000 00000000000000000000000 N LoO O O O O O O O O O O O O O O O O O O O O O O ��o 0000000000000000000000 �o�000000000000000000�0000 M MO CA CA Cl CA CA CSV- N CA CT O— CD CAN M— O, N CA CO O o 0 0 0 0 N O V f0 V N n t0 O CA V O N— N o 0 N N O O O O NV 0 0 M V M M N V W O V M— N N O a O N O O— O O O N O O V V N V 0 0 0 0 N Z J m N O. U1 0 N N E N C N C y>d�J n00000000000g0000000000 �omi50 0 0000000000a0000000000 w C N p. f0 >.t 7.�000000000--04 —----�'-�NNN ccQ 0 m ~ p U L) z m m n n OOO�ONtpnNGO nONnNO00MNt0 tnN a)� O m m F LO WOo ui O C "O t0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U �Lu d � m �cO n U N LO J C � � co °1QUcno C U N l0 U >� j C m U N `o 2 �olo 0000000000000000000000 ��lo 0000000000000000000000 U)CDo 0000000000000000000000 LO L000000000000000000000000 ,�tLO oo 0000000000000000000000 ��00000000000000000000000 cn OLIO O O O O O O O O O O O O O O O O O O O O O O M L O O O O O O O � M l o--- O M N-- O O N O 0 OIO OOOOON0N O QN 10 to Ono n0.. . N M N N OOO—O—NON ROMO N�ClN�No.-- a O N 00000000 �00� �0 ����-OHO �O Z J y v a� a O�OOOOOOe-NO��N��00000.�0000 m m U N M O oCD m >== aWin00000000000g0000000000 O O O O O O O O O O O O O O O O O O O O O O H O m O C N �[1�N M (Ono W Or ath V In OI�GDOO�N O C : >.= U)ca Do U 0Nnz CA 0 0 E C n M T MMMM ==moo Oo aaaa aaoo 0 o 2222 izoo 0 v onoM vo n N N M M NM N .. .. .. .. .... ...y. .. .. .. VM N N N N d d U U== C C C rLo- N a d el rycry U U U N n C C aaaa dcA A t c-£ c- m a o �u a= 0-5'D0 wm enazIL cdel mo >> O n N C a m E 0 J N za �0 U 5 A w 65 N O) a m m .-000� �t000� ONO �Oc-�NOR�OM O) 0 0 l G N N O) V 0 � M F - womui F�o� ar'o��n000000000co0000000000a U m w n n N � � d UO� n c w — mrnco m < U m E > C U N �'; j � C O l0 U N O 2 co 000000000000000000000000 1� LV o o oo0 o o 0 o 00 o o o o 0 o o o 0 0 a LOc000000000000000000000000 Im L000000000000000000000000 Ti000000000000000000000000 �c v�o 0000000000000000000000 M �000000�-0000000000000000 M M O --- 0 0 0 0 0 (D O�0000�00�� NM M� t010 V �O��O� N (7 N N O O O O O O M to M O V N M O N N Op O O N O O .- T O NN `- co Z J N 10 Lo O O O O .- O O O o O N O 0 0 N M 0 0, 0 0 0 U @ O Ni �omp0 O C @ TL O U Ut�r�U) 00000000000 a0000000000 ii v Gi idnM0oN 000000000����--�����NNN 7-L Min 00 W � O 0 0 woo0Suun U0 c r- )w m m o � N � ❑ n — yrnto °QUto C A N Q m j 7 C LO O u1 (� N O 2 00 �001n .-M aD �nvn G]QMOa�M7MM« 00000000000000000000000 N CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u) CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ��00000000000000000000000 M OvO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lo 0 0 1 O O O O O N 0 0 0 0 0 0 1 0 0 1 1 0 0 0 M M N MOOOOO�ON �--�-OMLL1� MMNON MN �O O OOOON �- -NCN C)— NOa u)N I00.-0 T O N CA CA CA CA I O CD O 1 1 1 I.- N-- 0 0 0 0 0 N Z J L N O O to OOOOOe-00I01001 0000.-�N N m W N O aQ)> n00000000000g0000000000 00000000000o O000000000 F- omQar °)o:=i�i niv Gi id ncd bio�aoiv 0.— N NN �CA Q 0 ~ MO UUu6nto mmrr > rn o c rn >0 `m� U 'n W o o6 u I-�o< O r i U ° LL m m: UOc r C LO O 0)QU C U = N � Co> N C N ( CA ) N O 2 0000000000000000000000 CIA (Do 0000000000000000000000 N (Opo O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 N CIO 0 0 0 0 0 0 000000 0 0 0 0 0 0 0 o 0 0 V`OI OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -IT�00000000000000000000000 M CIO O o 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O- O o O- O- N o N- co N 0 0 Q .- 0 0 N CC) O O O O O O O O M V M M N N< M O O T (ONOOO�OOOOOOOOOOONNOO�-000 m Z d OLO CA 00000-CO0a 0000NCA 00000 U m m m U N CO O N N 0 U -0 N > N N J omp Or O C CO T= N U 0UrU 00000000000a0000000000 i�i di v�ii iC �ci 6io� i+i airi id rcd bio�i�i d m d jCDoo mo�Noo�an�mNN�mccrn��noMc�o W ` N j O N 6 W Oo�ttS V a In O O O O O O O O O O O O O O O O O O O O O O O U �W�r mod« r- LO U m N C C 0) O O > Q �QU o E > IZ CTi �N j V C a)C.)N O m � CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 in0IO 0 0 0 0 0 0 0 0 00000000000000 co Lo LoO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � CIO O O O O O O O O O O O O O O O O O O O O O O ��o 0000000000000000000000 co OLIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � �0000000� MOB O�ON.-�00�.-00 N �O�-00000'-o�M �ONNMMNNN0000 N N O O .- O O,O M M I� O O �� V I� O O M N � •- � O a O G1 cn J CD N D_ OI!')�OOOOOOOO�OO����MO000�00 d O CD N co N i N ocam O C p C l0 > L co N Q U 0 p5 r- lq 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000ao o o o o00000 fV M a in <D I� cD Ol O � tM a lA f0 f� tG � O � (V 000000000.--����f-a-���NNN _N N 0) m a m m r-- ONO��ON�N� �Ntp c7��l�t0 tA�N.- �0 O N Co W o p)6 '0 cca��n00000000000000000000000 U C75 LU N m y m C 3 N N Q V T a� C 5 ry C v °c rn N U N `0 2 �oo 00000000000000000000Oo 'Io00000OOOOOOOOOOOOOOOOO LnCOo 0000000000000000000000 LOLO00000000000000000000000 00000000000000000000000 V CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M OOOOOOO.-OOOOOO�OOOe-00000 � ��O�OOON V 0�-00�0 �c-00�0�00 tl) 000000 V N1� 000 V Nac0 a)�.-aO� N N O OO�O�N(7000 NON •-t�)� N �000 o. o�nlo 0000000.-00000.-��000000 U) m � � U N 0 N > cc N H 0 co 0� p C M >L coyE'>o5N U 0 U)�U) 00000000000 a0000000000 (V MC io tp f� W C)O M� to <O I�NOf O� N 000000000,�—,����-NNN mmnr > O O C a)> CAm a Uo22 W o p U `� m u m 0 C OONO�Onm�OCDa O.-M0000MN �-N 00000000000000000000000 �oo 0000000000000000000000 ��00000000000000000000000 I��00000000000000000000000 LO�00000000000000000000000 �000000000000000000000000 v qTo 0000000000000000000000 ma00000000.-00000000000000 0OO-00000-,O-O0-' -00 M M 0 O Io O- O, O MO IL O M 0007 N, It -O, O� N M (O OOOOOOOONO�-ONOO�-� �.-00�0 N Z N O 00000000000.--CA CAMOON00000 0. - (0 N N N l6 O N N U O > L F"omN E > p � U 00000000000 a0000000000 i.i oiv ui iorf6 cio� cia ui id add oio:=i�i O OOOOOOOO�c-���c-.-���-NNN > m o O (p 00 00 NCO ap 0/Mtn� M��OD(OtnaOCMln.- d jo `m `m 0 o u')2g m U 2 women U=°wnn00000000000000000000000 m mOm rn n c: ��00000000000000000000000000 LO Lol000000000000000000000000 C,0 It�00000000000000�000000000 �O�OOOOOOOOOOON'-OOOOOOOOOO O M CO (D OIO OOOONNOa� MN � V n 1q�NM�� �OOfO M N 000000(7� V �NNntDNN MNaN �N�O � O O N (00000000-00000�00'-.--NO�O�-0000 O it J m 0CD . oin 00000000.-ooN�oN00000000�n in m o 6 m N U _m N O a)N N U O m>CID S n00000000000�00000000000�a� omo� 0 C@❑ tC TLA._ �.. OOOOOOOOO�c-�.-- — —�-.--NNNN CD W > Q Oca J ~ p UUini.0 m mmm mmM 2222 2a�coo O 2222 M N m m m m d v O m m U U U U N U) , > w In aa2°IL a0Mavnn L L L L oil 000 �IOnm� p,m J0 y 2 Z 2 U c m m mo >> m d c E m E J N z2 U CD M � C, 00 �p NOO�M�� OpO�N�0��01�00t00�� tD M N N R M M N O l0 l0 W 0 i- � 0 "p r���n00000000000000000000000 UAW^^ FDO n c � —�rnco m v C U — N N N n 0 j Lo C d U N o 2 c000 0000000000000000000000 � 000000OOOo0o000000000000 Lo(a00000000000000000000000 �LD00000000000000000000000 00000000000.00000000000 0000000000000000000000 tn000000010NOON�NtO� W NO ��0� M M N ��OOOO�NN V MMI� I{77�Ot0 f� N V MAN N N0 N Z cn m vc m c m aooLOCO . ..-.COO Nt d m o0 _ N E W N O d>d�c o00000000000�0000000000 w .0 @ mrn�fVt7aNfDf�GDmO.=° civuiroi.cccio�i� E0000000000"N---- — — —NNN ca U0 �Z cam �r� oo�o��M�mm�rom�.-rn mr��omina�n eo 0) 0 0 N N jO N M N L Om to r'o.-u�0000000000000000000000000 U m N W n 222 mco '0 c000000000000000000000000000 to i. ��0000000000000000000000000 c M 04 `o —TDrnro Q U �o C U N lC r V,0) o L C o N () N o 2 N 2 LoCDo 0000000000000000000000 n Loo 0000000000000000000000 �rLO 00000000000000�000000000 -�o 0000000�00000000000000 , U) 00�OO�OON�O.-�OONOO�th�00 OOOOON� t0 N f�O Nf�at01q t0 (O OD V MN N N N O O O O.- V N V 00 V V. O (D NIO 000O-0NV�ON Mh MMNt0.-0000 O OJO O O O O N 0 0 Mo -- - O, O- O O N N N- N O N_N N O (/1 y N U C N > N F- om0 or Q CO U 0mZ 00000000000a0000000000 000000000����-.-� �v��NNN N O cc ID m n n NNONt7 '-NN�lDNO�0000�� �eD �MNO O � O W 0 W 06L6 F- mom o ���^00000000000000000000000 UAW °:rod m0� n u'j C = N NO co a Q U m EC�r C co U i ry j 7 C a U N ON 2 �000000000000000000000000 ��00000000000000000000000 ��00000000000000000000000 ��00000000000000000000000 vLO oo 0000000000000000000000 It -ITo 0000000000000000000000 M O�0000000000000000000.-000 0 OI,N 00, 00� N M 000'-�00007 NO nfOOnNtD C7 (ON �O � (O N OOOe-.-��OOOONO�OfhMN NNO�O Z O Lol, 00000 e-OONOOOON—N-00000 � ma om � n00000000000�0000000000 E yo00000000000 0000000000 om0 0� dam;: i�i i+i oiri io rcd bio�aciviti io is �bio �i�i p U U tnnz > 0�LL'IM� Uj Of 0(0 V "—MNNN O) LO O 0 0 W O C6A H �o� C 'o .- in oo Oo 000 o o o 000 a 000000000 U2IC �� Cl) a) a? N0cl LO C N 0) O Q U r O C 3 N j Lo C O U N O 2 �000000000000000000000000 ��00000000000000000000000 00000000000000000000000 rLO ol00000000000000000000000 V)IO O CDo o O O o o O O O O O O o o O O O o o O �O�00�-00000.-00000�0000��00 NIO0N0—M(0MW0 t M M O0MIt0 T fD N OOOOO��T �O '-M�Of�.-t0NM0�0�00 (D Z N O C N � Vi r l0 N �y J O U N O O UJ E O C N C v>y�= o0000000 oo ooa0000000000 NN M V t0 0 I� N W Oa- M V iOon NOiO�N p C N TtB E.- w m Q 0 U~ p U 0 U) �z W m m n n OMEN M'OD a MAD 00 LL'1�Ml0NMMN�O tON j 0 0 l0 M N N M M N N mCD ph > O m M 0 m L1 10 rG w o m n F � 0 U m W n n U) �OQ �000000000000000000000000 ��00000000000000000000000 LOc000000000000000000000000 IX) LO00000000000000000000000 �co 00000000000000000000000 n 0LO — Q)rnco dQUn �n 00000000000000000000000 co v v E a, >;rL m c cc —(a � CN 0 oN m M V O O O O O O O O O O O O O O O N O 0 0 0 d U o M O O O O N f0 N N O O er O M V M N N N O N cn 00�00.-M `(DMM V nMfp`O�MO.-�O 10 0 0 — , O , 0-- T- OT W t -� M(pMNN MN N N � (D N 0000 �OMMMM�OInNNN iqN R�000 m � 2 O. aO O I d1 L m m o c�i m m o cq E a) m>m�� n00000000000g0000000000 000000000000 0000000000 F 0 in Q O r m ��N (7 d ui <O 1�NOiC � a M O NcO I�tD�OP<V oC m > f.m., E�OOOOOOOOO -a-NNN 1 Q =O F p Ud z Min nn > M O O �0 O l6 Co W O F- �0� 'C 'o U m W n N Uco n =� c m w CD �>Q Q U no C U N � a j7 C00) o N U N O 2 a Z o voMNin �o Naono�nrnnMm MHO ODMN O O O O O O O O O O O O O O O O O O O O O O �oo 0000000000000000000000 co wo 0 0 0 0 0 0 0 0 o O g o 0 0 0 0 0 0 0 0 0 0 LOc000000000000000000000000 ��00000000000000000000000 '-ti000000000000000000000000 ��o 0000000000000000000000 � �OO�OOOOfp M.-O���NMM��NMOO N d N 0 O -0 0> CD.� � o m p o r Y > 0 vo U U U 0)nz O� OONOJ00 N W M�MnNMn NMNN �- 00000000000�0000000000 00000000000a0000000000 N th a N fG r O� O a- i7 V i0 tp 1� O m O �- tV m m n n 00� �O V N �U ��NN00 W pn�0.-NOON > O O CD �- M N N M N N N M N w �O O Co F W OD1 L6 H�oL 00YW^�00000000000000000000000 moo n 0 m LO C M O �QUcnp my � m m j NV C N (j N �000000000000000000000000 co CD coco 0Io00o000000a000000000000 I, tolo o o 000000000 o 00 o 00000 o0 v i000000000000000000000000 v �00000000000000�00000000 M OLIO O O O O O O O O O O N � 0 0 0 0 0 0 0 0 0 0 M CI700 0000 LL)MNO iUMNOMM� NO. -MO (O OOOOOONC � OMaD O.M-O�� c0 (G O(ONN N M N N N O O O O O O fD O N �p n n n n N 0 00 fp M N cn cn � C n a00�000000�-NON�NMNON000'-0000 ui L 0 N a O U N m O!A m ya;y �jydc n00000000000g0000000000 �om�ovm000000000000a0000000000 ,� c a m �n:=i�i p. (0 TL E�000000000��----.----NNN N 1 Q 0~ p U U to Nz V O 0 0 M- E n N O N co mx== 22a\O\ IL a d a. a a O N O N O co Oto OM V O n N N M M N M N n U N N N N U U m a a ECL 0. U U U U N 0 C C a a a a > 1p tp N a C A A pad N N N N O.2 N N N .O- ON1 Nazaou y O > > N N C a a� E � za C U 0 h m W a > U00 �Nm01m �10 m10 i0OOmnRM N� U o C6 Uh w bi �-•o='o Lo0000a0OOOOOOOOOOOOOOOOO U �C�s W I..n dm°% �cc �n00000000000000�00000000 ��00000000000000000000000 LO(D00000000000000000000000 to 1000000000000000000000000 lzr L000000000000000000000000 0000000000000000000000 M Cni OOO.-��Mmt0 t0<mMan m�M M��� 00, 0 0 v IMw 0n10-0ng n�CM�MNm N M Ma N�NaNN ONMMN'-� m m O N � m c Z m � N m o >(D O to 000000��� NON�� nONOM�O�-.- @N a m c C/) U p 0 E m CL dU'_,_�c H c �❑ o `o•- m mM y �mUO m U Umnw 00000000000�0000000000 00000000000a0000000000 � � -� � -t01�� �- .-cD- 0 0 0 0 0 0 0 0 0 N N N RT N a m in � n OM V NN(D (O W mMef ON V NNOONNa �O GD > M O O «0 '-M lnOrnOO MtO00Y'i �CJN �- V ~ V0ch6 F bi a V ' Lo00000000000000000000000 U mW^r.- 0 c = CA —rrn(o °�QUc�o C U N D ' c �v °cam o Ln (J N O Z. �000000000000000000000000 ��o 0000000000000000000000 ��00000000000000000000000 00000000000000000000000 000000000000000�0000000 v�00000000000000000000000 �o�00000000000�0�000000000 � �OO�OO�OMNmM��OMONM �,N�Nc-O N MIO NM, O N f- GO M N CA a CA N CD up N N O N CO OR N "I O O O O -- MN - N NCA N m 0 0 m N�NN(O O W N N- N a N N•- N @ (0 0 0 0 O O O M N 7 0 N M M N N M O M a .- M O N N N N 2 m m (0 O > G A O O t0 0000.-0 NOIn- NNO MN000 � a �U N O M . O 0 U E 0 �U`c.�c r�00000000000�0000000000 000000000000 0000000000 ~ o'E� a °�o:=ni ii o iriio Mmo-ai•iv ui is r�dd bio�(�i p, m >In E�000000000����-- - - -NNN EU N y (np M 0 0 U U to r ul ^v, N rn a > co M0 0 O � M10O� N Of��l� OIL LLiOOOD f�O�MNMMO OM V V i0 t0 tp V V R f0 a} M M N V O N M F Vo6L6 w mc� Lp0000000oOoOOOOOOOO00000 0 w^� N m °: �cO Lo LO C 7 N O) to D< j V C Om N UN O 2 �ol00000000000000000000000 CD (DI ��o 0000000000000000000000 0000000000000000000000 0000000000000000000000 vv'ooOOOOOOOOOOOOOOOOOOOO 0 OINN 0,N 7MM - V M 0 1 0MNNR w N��1 N coN M N N N N N N N NOMOOOO MMM I�N� NN�N�N �N�tON 00000�-lfi�OM�Ma NO ��O aDN ONO O O O O O O O O O N, O N--- to O o— M 0 00000000000�0000000000 00000000000a0000000000 v mmnn > m O O o " M N UL022 U O o)U) Who ~ U ° W n m 222 NO0 n Ln G M N 0) 0) f0 R¢U(D N C m d U N O 2 Mr MtD�N I�mN V t`O')M <cmO�O � r7M�m 0000000000000000000000 �^o 0000000000000000000000 ��00000000000000000000000 ,0o0000000000000000000000 00000000000000000000000 ��00000000000000000000000 M L 00 00�-O0OM V NMI O mM M M N N c0 O N,OM V N0�mmm W co 0 V n mn Go V M N M In Oa-OO�N-NM----MNMNNMNNt00 N N NM�����--NMNNMN— 0000��-� MON�M�MO M O M1� NCMO 000000000000a0000000000 N 0 0 0 e Q o oh-- � O O O O O O O O O — r• - — — — �- � — — N N N M O s mm�-r >rnoc Urn U) U o o) u w �o. � 0 w U65u UO� r c N �rn<o QUcno E aMle > n m N > j < C - UN`m o m NNONmccm�o�NivMv�cMoomNm��riMNrn 00000000000000000000000 �00000000000000�000000000 ,00000o000000000000000000 co col LOt000000000000000000000000 � L00000000000000000000000 ��o 0000000000000000000000 �vN00000000000000000000000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0— 0 0 0 0 0 NOfONINNONNOO NOO1� NNf OOONR�M M CNN � NNNNNN, N 000�? V M� N tpaNmNtO NI�NONa� tp N N f0 N N N N 0000��-N MMaN NOOK �N MI�N�00 c 2 01 � m co m. > N N O N OOOOOO�R.-N N�--OO�O�NN �� 00 m �' U � m m C 'O — N f0 0 U o a)0S.!=c n00000000000g0000000000 F o._0 000000 o o o o 0 a0000000000 C m @Up F- m E M 0 0 0 0 0 0 0 0 0-------- N N N � fn i+> �' o U Um raw WO O {p NCO t0 V hOMN I�NNM�M1n �(D� DOOM O ��0O�00N<NO tO OD f��M� a UU)22 ~ �� U o 6L6 W F'�r'o��00000000000000000000000 U w n n m � d UFO CD000000000000000000000000 ��000000000000000�0000000 LO(D00000000000000000000000 mU�00000000000000000000000 V(LO o 00000000000000000000000 n c = N �O(O (D � R 04 T V y A 0) j O N �0) U O00000�0�0000�0 ��-OOOOOOO V N M� o` M M 00000�� NORMOMN OtDO M � V.-p0 NCO V Mph V �N ON�MIN t�+J dO'a N.M-aDN l0 000�-.-NOMtnO NIOOOI��ONtD O�-t0� N N NN ��.-N�MMNNNN� N Wto N O O O O O N h M c 2 d � a0 U m .o o N O If] 000000�-0� NC MOONS ONO�000 m a 75 10 m c o'O N O E ma soda n00000000000 0000000000 m U'c._c o00000000000a0000000000 C E O (p � EOOOOOOOOO� N NNN �U0 m o U Uro r- L N OJ (L m 0 0 0 NOO NNOtO�OaDn NMN OD ON NNmOOM % O NfOOMMNOM N O!� f�tONNN� U) ~ e- UoaA WHO, ~'or'o�N00000000000000000000000 UW�� m d y d U�0 00100000000000000000000000 ��O 0000000r-00000000000000 � CIO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lo L000000000000000000000000 00000000000000000000000 ��00000000000000000000000 N BOO 0000000�0.-e-00000000000 M NOOOO� MMtD��-NOr-ONNMet��00.- 0 OIN OC N N N N 0 OMNt-' NO, N et O r-0 N M 'MV — NQM V MN r- N N N c 2 mm l0 % N a o l6 lb C 3 c Eo 2ao U N U` C C °cEoo O.- p TL w @ U m U UmnW �--000MNCDN Mfr �M �N tM')NN NMN�ON OOOOON e-NNO r` V ONI�MM V O)00� O OOOO��.-M� Net OOON �� �O�O N N V 0 7-1 W N 2 2 2 2 2 2 V e V (L (L (L (L M (LO M N O N� NNtO')M N m m m m a m c 2 2 N C C C C N d a d U U U U > co C C N o o o N N ¢ `m (L a il( M c A A a d N N M L N N p2 j N WN U(Lz(L�� L L y O i M ' O O E z'a 00000000000(L00000000000.-c.. _ 000000000r-r-N•-r-r-r-r-�e-NNNN~(�~ y OD > IO A` N 7 N N 0 VO M M N f�0 f0 a t0 � N O w O > � O O m (p NtnAaNNM V o `m m H a 0 2 m Uo6 L6 w O ~�Ca.-�n00000000000000000000000 U Ncc (D000000000000000000000000 cn000000000000�0000000000 mm LOc000000000000000000000000 LOLO00000000000000000000000 �000000000�0000�000000000 A C N N O O dQV� ��0000000000000�000000�00 E'`mv �mm- y C > CN �� �v000000�-OO�OOOONO000�-00�0 O ()04 N O m �"M �OO�NNAAG/01AOO W N A ONt�7t0 �.- N NO ��.-� OammfOA NtO •-mN.N-�N�AAO m m m aTi � c Z m m U) mom. > m o. a f0 � U _ j m m C mma0 U m a C .� O cc � 0 0 0 U m '.mOyfn UM, 00000� OM.-OONM W A � N NONc-O 0 00000000000a0000000000 W N N d mmnn C) O O � LO U o o w 0 c U ° W n m d y m m00 n c LO - CD �QUN- E > C U N C N c LO =a d U o N O 2 �- NMMef MMa Ntf>aN�MNN 0000000000000000000000 �000000000000000000000000 (Ocolo 0000000000000000000000 N �00000000000000000000000 00000000000000000000000 00000000000000LO 0000000000 LO o Ooo o o a 000000000000000 �a0000000000�oo�o��o�000�o U) 00---O�-� V NM n HMO n�O�NGON�M M M .- N NN O N 0�000000�-ONE �� NNN MMfDMON C N 3 m N _N D i N m a O 10 000�00��0.-� O�NMONM.--0000 0 0 U _ j O O C N M d U c�r o00000000000�0000000 F O .- 0 O r N (V N) V �[J (D 1� cG m O a M R iti (C 1� 000 O W O 9 N p C �:s O E—000000000�����-� yinFM UUmn� 0 d m a j rnoo �inmoMinm�vaorn�rnrvrornNmr�mov N M M M N M M N M V O p N ~ 0, C) A W O ~'O r v � u�00000000000000000000000 U =°wnn m m� O i c = m - a)rnco �>< E C > r C C1 N � n a C N C 0) O V N () N O 2 ��o 0000000000000000000000 ��I00000000000000000000000 U)(Dl00000000000000000000000 00000000000000000000000 �000000000000000000000000 ��00000000000�00000000000 NMO�NNON�00 MHO 10OtON V f� N(OMrn� N-�'- N NIc'O.-ON�NNNNfO VJ�OON00' �O(O t0 � O� M�OOOON�-MN� c-O� OON �.-- O @ a U � j N N C O N N (0 a O d C N CD O F O'ffO o C 0.9 N T:p N (0 m EUpam U t�mr� 00000000000a0000000000 NM�Nfp 1� W OfO� (7C in tpr eDrnO� N > QI 0 0 0 1�0 M 10 M N N M f0 t0 N (p �O M V N N ~ LLI ~'o r'o v)00000000000000000000000 0 M c o d :3 Fcc0 —�rnco QUcro E > r� C U N j N C m N () N O 2 ��o 0000000000000000000000 CO(O000000000000000�0�00000 ��00000000000000000000000 LO LO00000000000000000000000 �000000000000000000000000 00000000000000000000000 f`O')01I00 0a 00�<00000����-.-OONO M P')IOO�OOMN �h tOM� MNt� A OtONMMNN (O OMOOO��NO�N�N i0�'ON 000� V 10� N NNNO'-O �fO NN't0 V OI�N�.r-NCO')��00 00000000000g0000000000 00000000000a0000000000 NM NfD 1�Om0 � � - - .- � � � V N-mO�-N 0 0 0 0 0 0 0 0 0 - N N N mmnn >O)00 d) U O N f0 LU w o ova U Z LU W 222 iT)00 n c = N N O) (o �a'c¢i� c > n C U N N �' i C O Lo ()N O 2 O MNOM�N NOtn OLL)O M)OQMO nQlO� 0000000000000000000000 �000000000000000000000000 ro (Do 0000000000000000000000 coco ol00000000000000000000000 LOL000000000000000000000000 "t)000000000000000000000000 ItLO 0 o 0 0 0 0 O O O O O O O O O O O O O O O O tl co )O �ON�00�)OmMNNQMnOnn N tOMQN co M (D ON OOOOMn�MOQQ NMNNO) )Or 0�00 N N 0 ct t0 N c Z (D m U) l0 .O i N � N m o. U � 5 N c U ° m O � M (L 0 EU m ym UUm�3 000000�-O�NM�NM)O� MO�O�O O Loj000000, QOO-00—NO—M0-0-0 o o of o o O o oo O Og o o o oo00000 00000000000a o o o o o 00000 iM V l0 40 1z: W W O N > m n V N M m m M n m M V m n m M n m V M m MO0 l0 MMNNN V MNm V m Ni(1 V Mr U o `m `m (7LO22 V o m th ui 00 ~'C 'o min 00000000000000000000000 U N d � m i7lco n m G = LO - �Mm d Q U m E C U N D O N 0 j 7 V C 0) Ol ID (j N O 2 �0000000000.-0000000000000 �n 000000000�o�000000.-0000 �o m 00000000000000000000000 0000000000000000000000 �Ti000000000000000000000000 ��00000000000000000000000 M VOOOOOOOO�.-�0�OOOOO�OO'-NO M MO - O O N V m m V N M M V N M m V M M M 00�-�-�nMmO N�MMO.-mMm m.-� m N NCO.-OOOmM�n n mnMm �(D' mN�' m N f0 c Z N Qi cn N� % N NO Ol0 000000.-�O��NN�-NMO N� a N O M O U � j N N C O L O a)N 0 U M C j O O O O O O O O O O O O a 0 0 0 0 0 0 0 0 I.-0 0 O.�O O.0 N� .. UUmr- m m o N ���MOM�nO<nnnmM(O O0 W tO OI O N Q O M M O ~ C7,022 a U O o)th W o ~- 'o V O, U co to nn 0 0 0 0 0 0 00 0 0 0 0 00 0 0 0 a 0 0 0 0 0 2.22 UO� cp000000000000000000000000 n C j � — N O) (O 4)QU(no E > r C N 2 ' ; LO C N C 0) O Lo d U N O 2 �00000000000000000000000 LOC000000000000000000000000 ��00000000000000000000000 wtol000000000000000000000000 ��l00000000000000000000000 LO M MO��OO�N(O .-«�NnO��mOMLn�N c0 NOOn MNNO-OMN,* MM N0 N-- N coM NNE NON V MM N�-N� n M to 0 N am N m M d N O O O O O o O O 0 O O M N n N n O O O M N o C N > mm m m � � 010000000�'-OOO�nONN���N000 N ) U � j N N C L m d U �U C �_�� o00000000000a0000000000 E U c N N U Uco o N V C-1 S cj 0 N 0 N N N N 2222 22(Oe no aaaa aaNa, n22,MC6n N U V U (A U N C C aaaa > 0 N Q0`m cA A L L L L N a a U N N N a2 J N N N W O) N aZaL-u do N O O N � E N za ] 'y LO 0 a)00 (pMN Nf�MMON�r-N OD f�MtO (O� t0N"I�tO o `m a �Q: Sao r�rvo�����mmQa o m V 0 m H a VomL 0 10 a`� 000o 00000000000000000000 U m a) FO00 �000000000000000�00000000 LO LO C MN C d 0 .(DQ C) Er LO ? C m d ( N O 2 000000000000�0000000000 �00000000000000000000000 N NO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -q `O0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,L0000000000000-000000,00 N OQ00000�00�-OOOON�-�00�-�NNO M �Q.-QMOQODQ� IOMO tOM� OD (p 0I (ON l0 ON�M� �O' lO tp OD tpMNy�O �O tp OJOM01 Mf0 N N MQNNMQMN 10 QUO LL�N� �.- N f0 (O N 00000 NM MI�Q�Mc0 f0 M'-fp tD 01 Nt0 �-N m m � � c 75 � O 10 OOOdOONN�N•-QNN� MQNN���N a N ca N W y .O _ C N N m a V 0EiU��� �00000000000g0000000000 o000000000000 0000000000 '-� p yam.. a .. C E O p E O O O O O O O O O O------ m N N N a O �Up p T�65~o 0 0 M to LL jWOO (p n nncv n�nin OD COON W M V NODM�OODO 01 O N V ODOO� OOn�0000NMN Uo a 6LOMM UoC6A w aio ~M'C'o ca c i 000000o000000000000QOOO U U ui 222 FAO �000000000000000000000000 ��00000000000000000000000 LO(D00000000000000000000000 LOLO00000000000000000000000 <00000000000000000.-0000000 n �� C — yrnco dQUA v�00000000000000000000000 vv E m04 m oC N N M �0000000000�0�-����-0�000�0 m U N o` Cl) M OON �� 7m�tON �(O tn�Omnrnn NM N M NMIn� OMCON V V NfOOa NMOOOMamN.n-� In N N O M O O N M N V N N N N m O O N V N 0 N m (O N O� OO��OMMRnM V vn nin^tp0 V MN C � � N m CO l0 N aO OIn OOONO��NN�fO�MMNvMM?N000 75 0 C c 0 'O N MJLLD .U� EU`c�c n00000000000g0000000000 �o._����0000000 00000 a0000000000 m ��O _i+i viiiio0,- E O O O O O O O 00 Q N N N mUO wU~o U 0 cc n —�rnm a�aUn �v �v>0) c- N U N o 2 m�ovnmmm�nrnvanvmmMMrnm�MN .-v�nnrnrnornmm�nmminN 00000000000000000000000 00000000000000000000000 000000OOOOOOOO0000OOOoo 00000000000000000000000 0000000000000000000000 �i000000000000000000000000 '�—0000000000�00000000000 M OO OOOO�OOOOO'-�0�OOOOOO�O M M' V MV �fiON V mMnNN MN V a R V (m')InMNNN� Lol- a O , O m V N N m 0 O M V M O- N m m n N m N N m N ��Oa-M�� N.- V tONmmM��mMN N M� m� m > m c LD a a c m aVi md' n00000000000 0000000000 �U °c �c o00000000000a0000000000 O.- (0 T a ...- � w mUp U� o U UmnW w m m n r n0 V' V r nNIA tD�NO)tOO�O rnn mM M�On QMoo o �Mm�rnmv�crM�.-��mrMN of U o m `m F. d 0, V0C6L6 w ~00 Cv.-u�00000000000000000000000 U m W n r m 05 �n00000000000000000000000 ��000000000000000.-0�00000 LO�00000000000000000000000 U� LO00000000000000000000000 It LO LO 000000000000000000000000 n 0 N D) m �QV� u�00000000000000000000000 vv C U N 7 0 C N o N Cl)� (J N O In OONOO V N(0 Gaon MtOM' (O� ANNNMM N M O � O t7 t0 f0' M tip a M N M V��� t00 V M M D1 a LO NMO00NMMN n NOMOw 0 m 0 w 0O N N NM�[1MN CNN V NM V tOM N�-.- N W N OON O... LOM N M 0 NCl) t000 V � NN NOi C 2 N m m R O j Ol0 O'-0000� NNr NM�-O M co �w M�-O�Oi N U) 0 .5 - m m C (p tl, N 2 R a, r 00000000000 0000000000� F o �� �� o000000000000a0000000000� y� V Q� m� o U0mnul mmrrn >rnoo Um o m m C�U)m2 Vo6Lh W F- v r o U cc LU m d �00 r LO C N m f0 °1aU� C U N N cc i �a c- o N U N O m N Mrmmmro��n�mMmco m�nNaro�o �N m � fp t0 AtD��r�� Or RM 0000000000000000000000 �oo 000000000000�000000000 ��l00000000000000000000000 LCDlo 0000000000000000000000 0000000000000000000000 Voo 0000000000000000000000 ,000o 000o0000,00000000000 It VI M O-It0000000�-.-000OOONOMO�O�-N N ONN � rM��MNRt�+I NONrc00 LLMSMN � NN—O— N Vv O CO') a NN � �MoRMm v( Amv My V -ltOm N l6 @ (O N 0000 ��NOMN V O�NatDMfDAM��O C N � m � � G o O10000000N W �NM�O�-MONNNN��O U N d p C c >N N 0 N O> d U N(? C d C r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ._m ��oo o oo 00 o o o ooa0000000000 (V l' 7 V 1 n 1� N m O 1 `OOOOOOOOO—c- U UmrW O N N D) f0 a mmnrn > O 0 O U) m 2 Uod)L6 w(o I- 0yw n m d y m cc n Lo C N C) O CD > Ea>n C U N N > O C o N U N o 2 N Ntp LLi OD on,)001N rtO0A Oni�?(MO�NMmr �� 0000000000000000000000 co c00000000000�0000000000000 co CD000000000�o�000�oo�0000 Nol0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ��00000000000000000000000 N OLIO OOOO�ON��O�-�O��-O�OO�NO N MV SON V ln' RNNMMMa (ND mfOp��c09M W N I PO')MN-NRNN CO')M V ONOn N f0 N �0000�f-MONN V 000 OInaNaN nM0 N N c 2 N � m � 0 N V N U E <6 O N f0 a U 0U`ocm� n00000000000�0000000000 o'-O �C d000000000000 a0000000000 mVm U UnW m m r r m O O Z5 N m 2 U O�� 0 �vrc U 05 wn 52 �00 r c c, = -�rnco QUcro Ea,>� mA D (a V 0 U) j a G m U N `o 2 ��aD �OMmm Rf OO m�N�N MNOrOM 0000000000000000000000 �000000000000000000000000 m (Do 0000000�00000000000000 LoCoo 0000000000000000000000 0000000000000000000000 0000000000000000000000 �a00000000000000000000000 M O�00000�00�0���00�-O�Oe-.-00 OOr.-N W LL90aDNMnODOM�N r0� NN � �O nN NN MNNOrr tOaMN� m m (D N � 2 m � mm m V j O t0 OOOOOON N�M�-Mf-ONNM NNMO�O m U) O � m m E mam °3 o d mv n000000000Ooo o o o0000 mac=c o0000000009 oa9999900000 w 0.9 O m E 0 0 0 0 0 0 0 0 0 0 N N N N m �EDNN�o UUmrW m 0 C M _.l C n M F. r a 0 xxxx xxoe �o aaaa �m GOON O N 0OM p O M N N mmmm m^'o mmxx M m U U M yy U U m m a a i U c c m d d d > aMa`cnn aaaa L L L L m a a d �uoimrn n2 d yaza2o m m m0 » m N � � O O n N a d m za 10 N U r N � m y EXHIBIT "D PEAK HOUR VOLUME DATA 0 00 M O O O O O O O O O O O O O O O M N N N N 0 W � N O O CO V CV V O W �N O � N O W (D V � Cl) N N N N N c- r I G7 s n o .o ,b 00 M Q a � a mmm MMMI mmm 0 0O o LO o LO 0 0 M N N I I ITEM NO. 5 TRAFFIC ENGINEER'S REPORT Approvals City Attorney Director of Finance City Manager CITY OF TEMECULA AGENDA REPORT TO: City Manager/City Council FROM: William G. Hughes, Director of Public Works DATE: March 27, 2007 SUBJECT: Department of Public Works Monthly Activity Report RECOMMENDATION: Receive and file the attached Department of Public Works Monthly Activity Reports for the month of March, 2007. CAPITAL IMPROVEMENT PROJECTS Monthly Activity Report March / April 2007 Prepared By: Amer Attar Submitted by. William G. Hughes Date: April 24, 2007 PROJECTS UNDER CONSTRUCTION 1. Fire Station - Northeast Site (Rorlpaugh Ranch) This project will construct a new fire station in the north part of the City. The majority of work was completed by April of 2006. Rodpaugh Developer (Ashby) schedule shows access and utilities to the site in August 2007. Because of this there was cost to re -mobilize and complete the project when the aforementioned items are complete, these costs are reflected in an approved change order total, which is the responsibility of the developer. In addition, a fire engine/truck venting system (requested/added on 2/06) will be installed when the Contractor is re -mobilized; this cost is also included in the approved change order total. 2. Patricia H. Birdsall Sports Park A new 40+ Acres sports complex has been built at the comer of Pechanga Parkway and Deer Hollow Way. Bids were opened on 9/16/04, with Douglas E. Barnhart, Inc. submitting the low bid of $13,365,055.51. The grand opening for the sports park was held on 12/2/06; the project is substantially complete. There is a single item of work left on the punchlist. Work on the kitchen improvements was completed and the park Concessions opened for business on March 17, 2007. 3. Temecula Library A full service library, approximately 34,000 square feet in area, has been built on Pauba Road, just west of Fire Station #84. The City was successful in obtaining State grant to aid in funding the library. The Library grand opening was held on December 14, 2006. The punchlist work should be completed by the end of April. 4. Temecula Education Center- Rough Grading This project will provide for the grading of the proposed Temecula Education Center. Project was awarded on 4/11 /06. Construction started on 5/1 /06. CCO#1 to relocate/modify all impacted utilities along Diaz Road adjacent to the project was approved by the RDA Board on 10/10/06 and Diaz Road was brought up to grade. All work was completed on March 28, 2007. Other ongoing work under this contract involves EMWD work outside of the project limit. The work is anticipated to be complete in May of 2007. 5. State Route 79 South Medians Under this project raised medians have been constructed on Route 79 South within the Temecula City limits. Most of the work on this project is complete. The Contractor only has punchlist items and the four monument walls to complete. The monument walls should be completed by the end of April. 6. Traffic Signal Installations - Jefferson Ave. at Sanborn Ave. & Redhawk Parkway at Overland Trail/Paseo Parallon Under this project, two new traffic signals have been installed; one at Jefferson Avenue and Sanborn and another at Redhawk Parkway and Overland Trail/Paseo Parallon. The contract was awarded to HMS Construction on 6127/06 and signal poles were immediately ordered. Both signals are complete and operational. The City Council accepted this project at their March 27, 2007 meeting. 7. City Field Operations Center (Maintenance Facility and Corporate Yard) - Phase 2 This project will construct the second phase of the City's Field Operation Center, which includes the building and the corporate yard. The project was awarded on July 25, 2006, a preconstruction meeting was held on 8-10-06 and the Notice to Proceed was issued effective 8-11-06. Stud framing is nearly complete, electrical, plumbing and HVAC rough in are ongoing. The concrete pavement for the western half (back half) of the site has been placed. 8. Rancho Vista Road Sidewalk This project constructed a new sidewalk along the south side of Rancho Vista Road between Ynez Road and Mira Loma Drive (east). The contract was awarded on 06/27/06, with construction commencing on 08/21/06. Construction is complete. Acceptance of the job is on Agenda for the City Council Meeting of March 27, 2007. 9. Fire Station - Wolf Creek Site A new 3-bay heavy urban fire station will be built at the SE corner of Wolf Valley Rd & Wolf Creek Dr South. A $3,591,000 construction contract was awarded to RC Construction on 7/25/06. A notice to proceed for this 260 workday contract was issued on 8/15/06 Interior electrical, plumbing, HVAC, cabinets, vehicle exhaust system, site grading, bollards, lighting & concrete, etc. is progressing well. CMU perimeter wall has been reconstructed. Street light has been removed. Work is progressing on schedule. Contractor submitted Pay Application #7. The construction trailer will be removed from the site this week and CM & contractor will occupy offices in the building until the completion of the project. 10. Erie Stanley Gardner Exhibit This project created an exhibit for the famous author. Construction work was completed on 01 /08/07. 11. Diaz Road Realignment to Vincent Moraga Under this project, Diaz Road will be realigned starting just south of Rancho Way to Vincent Moraga Road at Rancho California Road. Business Park Drive will be a T-intersection at Diaz. The traffic signal at existing Diaz Road and Rancho California Road will be removed. The Notice to Proceed was issued and construction began on 3/26/07. The first phase of work includes widening Diaz Road from Rancho Way to approx. 1500' south, and constructing the new alignment of Diaz Road from that location to the joint point at Business Park Drive. Single Oak Drive will be closed at Business Park Drive east beginning 419/07 through approx. 4/18/07. Storm drain night work on Rancho California Road at Business Park Drive will result in lane closures beginning 4/10/07 through approx. 4/19/07. 12.Old Town Infrastructure Projects - Site Demolition and Site Preparation This project involves demolishing the existing non -historic structures on the City owned parcels at the intersection Main and Mercedes to make way for the Main Street Realignment and the Old Town Parking Structure. The two buildings involved in this phase are the McLaughlin Building and the Pantry. The preconstruction meeting was held on April 12, 2007. Demolition is scheduled to begin on April 16, 2007. Anticipated completion is the end of May 2007. 13. Rancho California Road Widening, Old Town Front Street to 1.15 (Southside) This project will construct an additional eastbound lane to provide for a right turn lane to southbound 1-15, as well as modify the existing median to accommodate dual left turn lanes from westbound Rancho California Road to southbound Old Town Front Street. Caltrans has issued the encroachment permit for the portion of the work within the State right-of-way. City Council awarded the construction contract on 02/27/07. The Notice to Proceed was issued and construction is scheduled to start on 04/16/07. PROJECTS BEING ADVERTISED FOR BIDS 1. Murrieta Creek Multi Purpose Trail This project will build equestrian and bike trails along Murrieta Creek between Rancho California Road and Diaz Road. The project is funded in part by a $1,214,000 federal grant. All necessary approvals to advertise the project have been obtained and Council has authorized the solicitation of construction bids. The City sent the Encroachment Permit Application to the Riverside County Flood Control District on Dec. 13, 2006. The issuance of the permit is still pending. The project was advertised for construction bids and construction bids opening is scheduled for 05/01/07. PROJECTS IN DESIGN 1. Pechanga Parkway Improvements — Phase II (SR 79 South to Pechanga Road) This project will widen Pechanga Parkway (formerly Pala Road) to its ultimate width from the Pechanga Parkway Bridge to Pechanga road. The revised Environmental Document (ED) was reviewed by FHWA on April 10 and approval is expected the week of April 16. After FHWA approves the ED, the City can begin the Right of Way acquisition phase and submit the PS&E Package to Caltrans (Local Assistance) for their review. Once the City receives a letter of Authorization for construction from Local Assistance, the City can start the public bidding process for construction. 2. Murrieta Creek Bridge - Overland Drive Extension to Diaz Road This project includes studying alignments, design and construction of an extension of Overland Drive, westerly to Diaz Road, including a new bridge over Murrieta Creek. The design is being coordinated with the planned Murrieta Creek improvements overseen by Riverside County Flood Control (RCFC) and the Army Corp of Engineers (ACOE). The design consultants 60% plans have been routed to the appropriate City departments, RCFC & ACOE, and the local utility agencies for review and comment. Final comments were sent to the consultant during the month of January and the consultant will resubmit the 90% design plans to the City within one month. 3. Main Street Bridge Over Murrieta Creek (Replacement) This project will replace the existing Main Street Bridge over Murrieta Creek. Design consultant Simon Wong Engineering (SWE) and the City are continuing to pursue environmental permitting and coordination issues associated with pursuing the bridge replacement as a stand alone project separate from the Corps of Engineer's channel improvement project. SWE submitted a requested amendment their original design contract in light of these additional efforts; additional funding will be required to cover this extra work. The City was notified that anticipated Federal funding for this project was programmed for Federal Fiscal Year 2010/2011, which could have serious ramifications to the project. SWE is scheduled to submit a revised proposal for an expanded environmental scope of work in the next month. 4. Diaz Road Extension to Cherry Street This project was previously "On -hold"' pending data from Riverside County Flood Control. With the construction of the proposed Education Center, this project has become developer driven. Plans have been routed to various utilities for identification of possible conflicts and to Riverside Flood Control and Army Corp of Engineers for verification that the proposed roadway is in conformance with the proposed detention basin within Murrieta Creek. 6. Santa Gertrudis Bicycle/ Trail Undercrossing at Margarita Road This project will construct a trail for bicycles and pedestrians along Santa Gertrudis Creek under Margarita Road. Data regarding existing utilities are being incorporated into the design. RCFC has provided an Encroachment Permit. This project cannot be constructed until adequate funds are identified. An application was submitted for State Bicycle Transportation Account (BTA) funds on 12/1/06. 6. Western Bypass Corridor Alignment Study This project will complete an alignment study for the Western Bypass Corridor. The City's design Consultant, URS, has completed the preliminary work for the alignment study and the City completed their review. URS is now looking into a more detailed design and potential issues with various alternatives and will submit their finding to the City. Electronic files of one of the alignments for the southern portion of the project (south of Rancho California Road) were given to the engineer of the developer of the Villages of Old Town. They are supposed to commit to complete the plans and the construction of this portion within a specified time frame. The City is waiting for a letter from the Villages of Old Town with a commitment to design and construct the southerly portion of the WBC including a timeline to accomplish these improvements. 7. Western Bypass Bridge Over Murrieta Creek This project involves the design and construction of a new bridge over Murrieta Creek at the westerly terminus of R-79S and an extension of Pujol Street to the new structure. Once constructed, this will serve as the southerly connection of the Western Bypass Corridor. Entry permits for geological investigations are pending. The developer of the Villages of Old Town may be taking over the design and construction of this project. The City and developer are negotiating an agreement for the transfer of work. Further development of the design and environmental document is on hold pending the outcome of negotiations. 8. Redhawk Park Improvements, Four Sites This project will add amenities to four park sites in the recently annexed Redhawk area. RJM is currently working on master plans for the four different park sites. A dog park is planned for one of the park sites. RJM gave a presentation to a committee with members from City Council, residents and staff. This presentation included the information from past community work shops, which helped with conceptual design of the parks. Due to budgetary restraints, the construction was divided into phases over a number of years. RJM used the existing irrigation layout at the future dog park to help reduce the costs but at the same time allowed for a very flexible design that will be able to be adjusted as the dog park needs change in the future. 9. Old Town Infrastructure Projects - Site Demolition and Site Preparation This project involves demolishing the existing non -historic structures on the City owned parcels at the intersection Main and Mercedes to make way for the Main Street Realignment and the Old Town Parking Structure. The demolition contract for the vacated Pantry and McLaughlin Building is addressed above. The balance for the site preparation and demolition & relocation design work is continuing. The Relocation of the Escalier house and Barn are dependent upon the Temecula Community Center (TCC) site preparation. 10.Old Town Infrastructure Projects - Underground Utility District This project will effectively underground all overhead utility lines along Old Town Front Street, between 2"0 and 6r' streets, all of Main Street east of Murrieta Creek and Mercedes Street between 2n" and a streets. The City Council approved the resolution forming the underground utility district on October 10, 2006. SCE is designing their underground systems, which will be followed by design of CAN & Telephone UG systems. 60% street improvement plans have been forwarded to the utilities for their review in late January 2007. SCE will have their portion of the design complete in May 2007. 11.Old Town Infrastructure Projects - Street Improvements, Mercedes St (2nd - 6th) & the Realignment of Main St. This project will improve Mercedes Street and realign Main Street as part of phase 1 of the Old Town Civic Center project. RBF is working on 90% street plans. Water & sewer lines are under design & will be incorporated into the plans. Items of interests: (a) lowering the existing profile of Mercedes will assist with access to specific parcels; (b) the plans will include SWA landscaping details of the plaza area to include colored paving, bollards, 2-step curbs, etc; (c) signage is being reviewed to match the existing Old Town signage, (d) impacts to existing structures will be minimized. The design process will be ongoing for the next few months. 12.Old Town Infrastructure Projects - Parking Structure & Office/Retail frontage This project will construct a parking structure, including office and retail frontage as part of phase 1 of Old Town Civic Center project. Design Architect, NMR presented architectural schemes and connection points to the parking structure. Preliminary concepts were well received. NMR is now finalizing concepts. Parking Struoture orientation has been revised to accommodate proper number of spaces. Design efforts are ongoing with a schematic design submittal due in May. 13.Old Town Infrastructure Projects - Civic Plaza Under this project, the plaza area for Phase 1 of the Civic Center will be constructed. SWA sub - consultant to NMR, the City's design consultant, met with Staff and RBF to work out details for the curbs, transitions and enhanced pavement in the Plaza/Mercedes/quad area. Design efforts will be ongoing for several months. 14. Old Town Civic Center Phase 2 Under this project the design and construction documents for phase two of the Civic Center Project will be developed. The City Council approved the Old Town Civic Center Master Plan and awarded a design contract to NMR for balance of the Civic Center design on April 10, 2007. Once the final contracts are executed and the insurance documents are in place, design work will commence. 16. 79 South Park & Ride This project will design and construct a park and ride facility on 79 South at La Paz. The City is coordinating with RTA to develop an MOU for the preliminary engineering phase of the work and the implementation of the project. Statements of Qualifications have been received from design consultants and a selection is forthcoming. 16. De Portola Road Pavement Rehabilitation Project (from Jedediah Smith to Margarita) This federally funded project includes rehabilitating De Portola Road from Jedediah Smith Road to Margarita Road. On Nov 14, 2006 CC approved the design agreement with GFB-Friedrich. Consultant has started the record research, survey and geotechnical work. City forwarded utility as- builts to GFB for coordination. 30% plans were submitted on 2/12/07and 70% plans are expected in May. This is a federally funded project. The PES Submittal/Application was resubmitted along with a NESMI Report. Its review is in process with Caltrans. 17.79 South to Pechanga Parkway - Dual Right Turn Lanes This project includes the design and construction of two dedicated right turn lanes on eastbound 79 South to southbound Pechanga Parkway. The design will involve the minor widening of 79 South and relocation of a couple of traffic signal poles. Staff met with the design consultant the week of March 12 and a preliminary design plan will be provided to the City within a couple of weeks. 18. Santiago Detention Basin This project includes the design and construction of a desilting basin on the south side of Santiago Road between Vallejo Avenue and John Warner Road. The City Council approved the design contract with Kimley-Horn at the 03/06/07 meeting and Phase I of the design has begun. 19. Winchester Road/79-North Corridor Beautification This federally funded project will design and construct landscaping and irrigation enhancements to the existing raised medians along Winchester Road between Ynez Road and the easterly City limit. The' project kickoff meeting has been scheduled for Monday 4-16-07. Another meeting will be set up shortly with Caltrans to review the portion of improvements within their Right of Way. 20. French Valley Parkway Phase 1 - Southbound Off -Ramp to Jefferson, Auxiliary Lane, and Widening the Bridge over Santa Gertrudis Creek at the Winchester Southbound Off -ramp A southbound of -Ramp to Jefferson, an auxiliary lane, and widening the bridge over Santa Gertrudis Creek at the Winchester southbound off -ramp are the components of Phase 1. The City and Caltrans have agreed that immediate action is required to relieve congestion at the Winchester Road southbound off -ramp. Status is as follows: ➢ PS&E — Consultant is preparing 95% plans. ➢ R/W - Establishing dedication and acquisition needs. ➢ Construction Cooperative Agreement - 2nd fact sheet is under Caltrans review. ➢ Declaration of Units - 1st Request for Metric Exception under Caltrans review. ➢ Utilities - Preparing documents to initiate potholing. 21. Localized Storm Drain Improvements This project will fix the drainage problem at the south end of Front Street (at the MWD easement). Baseline right of way, utilities, and mapping are established. This project is currently on hold. 22. Long Canyon Detention Basin - Access Road This project will construct an access road to the Long Canyon Detention Basin. Plans and specifications are 90% complete. City is seeking FEMA funds to remove excess silt deposited within the basin before constructing the access road. Project is on hold until FEMA determination is finalized. 23. Bridge Fencing Enhancement This portion of the project will provide Architectural Enhancements to the recently constructed fencing at the Overland Drive and Rancho California Road bridges over Interstate 15. Caltrans has issued an Encroachment Permit for the construction and maintenance of the project. A cost proposal for construction has been received and sufficient funds are being sought. 24. Pedestrian/Bicycle Bridge Over Santa Gertrudis Creek This federally funded project includes the design and construction of an approximately 200' ped/bike bridge over Santa Gertrudis Creek near Chaparral H.S. This is a federally funded project, which will involve NEPA documents. A field meeting was held on 4/11/07 between the City, Caltrans, Army Corps, Regional Water Board, and Nolte to gather input in preparing the Preliminary Environmental Study form for submittal to Caltrans, the first step in obtaining Federal environmental clearance in the event of Federal funding. 26. Ronald Reagan Sports Park Channel Silt Removal & Desiltation Pond This project includes restoring the Best Management Practices (BMP) of the Stormwater Pollution Prevention Plan (SWPPP), the Water Quality Management Plan (WQMP) and the RWQCB by desilting the channel & pond located near the Sports Park. A US Army Corps of Engineers Nationwide Permit application has been submitted and communication with the Department of Fish & Game is continuing. City Council authorized the Professional Services Agreement with BonTerra Consulting on 11/14/06 and the kick off meeting was held on 12/06/06. Bonterra has initiated the environmental clearance process. PROJECTS IN THE PLANNING STAGE 1. I-15/ SR 79 South Interchange -Project Report (PR) This project will modify the 1-15/ SR 79 South Interchange to accommodate projected future traffic. This is the next step of project development after the completion of the Project Study Report. City continued development of design geometrics and environmental technical studies. Status is as follows: ➢ Draft Project Report - Final submittal pending Caltrans review of Environmental Document. ➢ Advisory Design Exceptions -Approved 10/18/06. ➢ Mandatory Design Exceptions - Approved 10/20/06. ➢ Stormwater Data Report - 4th submittal is to coincide with final PR Submittal. ➢ Traffic Study - Approved 09/11 /06. D Modified Access Report -1st submittal under FHWA review. ➢ Geometric Approval Drawings - Under development. ➢ Initial Study Assessment — Approved September 2005. ➢ Acoustic Evaluation —Approved December 2005. ➢ Air Quality Assessment - Approved PM10 and PM2.5 Jul 2006. ➢ Nat Environmental Study — Approved May 2006. ➢ Cultural Studies - Approved November 2006. ➢ Environmental Document — 3rd Submittal is under Caltrans review. 2. French Valley Parkway Overcrossing and Interchange, Project Report (PR), Plans Specifications, and Estimate (PS&E) Preparation This project will construct an interchange between Winchester Road Interchange and the 1-15/1-215 split. The project is moving through the Caltrans process. Current status is as follows: ➢ Draft Project Report - Approved June 2006. ➢ Project Report - Final preparation pending approval of Environmental Document. ➢ Draft Environmental Document - Approved December 2006. ➢ Environmental Document - FHWA review pending NCR determination of acceptability. ➢ New Connection Report - Preparing revisions per FHWA ➢ Stormwater Data Report - Under Caltrans review. ➢ Mandatory Design Exceptions - Approved 07/18/06. ➢ Advisory Design Exceptions - Approved 07/18/06. ➢ Exception to Ramp Metering Policy - Approved 07/05/06. ➢ Geometric Approval Drawings - Approved 07118/06. ➢ Freeway Agreements - Preparing 4th submittal for Caltrans review. ➢ Risk Management Plan - Updating as necessary. ➢ Project Charter - Preparing first draft. ➢ Declaration of Units - 1 st Request for Metric Exception under Caltrans review. ➢ Freeway Agmts - Preparing 4th submittal for Caltrans review. ➢ Risk Mgmt Plan - Updating as necessary. ➢ Project Charter - 1 st draft under Caltrans review. ➢ Maintenance Agmt - Preparing 1 st submittal for Caltrans review. ➢ Financial Plan - Preparing 2nd submittal for Caltrans review. 3. 1-15 Sign Replacement— Temecula Parkway Name Addition to Hwy 79S This project will add the newly adopted name of "Temecula Parkway" to the appropriate freeway signs. Staff is working with Caltrans to research the as -built information and identify needed sign modifications and which signs to change. 4. Pavement Rehabilitation — STPL Project This project will rehab Rancho California Road from Ynez Rd. to the City limits on the east. Interviews of the top 3 consultants were completed. City is negotiating with the top firm. Once the selection is complete a design agreement will be brought before the City Council for approval. 5. Auxiliary Lanes on 1-15 in Temecula A feasibility study will be conducted to determine if auxiliary lanes can be added between on and off -ramps on 1-15 in Temecula to improve the freeway operation. An RFP to conduct the study was published on the City's website on 02/14/07. Proposals were received on 03/16/07. The City is in the process of reviewing the proposals to select a consultant. 6. Old Town Gymnasium This project will construct a gymnasium in old town, adjacent to the Boys and Girls Club. An RFP was issued to hire an architect to design the gymnasium. Interviews were conducted on 01/22/07. The City is currently reviewing scope of services, fee schedule and project schedule with the chosen architect. 7. Temecula Community Center Expansion This project will add approximately 4000 square feet of space to the existing Temecula Community Center to accommodate more human services programs Work has begun on construction documents for the approved project design. The site plan will also include provisions for the Community Pantry which will be located in the Escalier House and Barn. They will be moved to the site after it has been graded and utilities have been stubbed out. O 0 Z4 w 61 LU 2 LU LL. 0 S.E 2 E E - 15.2 I 15 E tOl 3: 0 C. 'D Mo m 0 M 0 o E 0 4S6 0 0 32 a 1 `0 ..... ... > 75 M Cc a 32 a V.5 0 LLI 0 0 La M,v E 2 > -0 o'e -S E 0 o o 03 c W3: ET 0 ? 6m r': g % o Me E M < 0 o 0 32 c c 0 0 0o L) 0- c iz P M 0 EON E 0 E E 8 'a 0 a 09 M 0 a < 0 1 0 0 0 E a -6 > c 2o 0, 0 32 0 E 50 '3: 0 0 0 E 0- > 1� > - L2 -00 0 Ol 0 0 0 0 > 6 - 3:7&- i-s 0 a < E E M pt M 0 0 Z > 0 'a M 0 m E v < i 8 LO , 8 E 8 12 R vc - 0 a 0 E 0 M 12 8 2 0 0 8 t , 0 E 5� 0 2! 0 0, 0 (6'6 M a 0 0 LD m 0 1-: . M 3: , 3: -B 0.9 0 M.5 ;5 S E E > 0 N a tj -45 ai 0 -6 E 1 'o 0 0 5, z13 E 0 0 M 0 E oe vas 2v t c 0 M c Ec o 5 0 E I 8 4Z c 0 E o E 0 n a 2 M a m a 8 M = 9 . 3;.Lh M a 0 6 06 LD C� .8 0 = F. 8 0 3: 0 Vw s 0 8 OM 12 8 0 I Mt c 3::s 0 M 0 M � 0 0 0 71i 0•z- 0 o , o Mo M 3 42 76 c � o-S 0 E 0 0 wB W :D 32 0 it C� 0 Ea M M 0 0 R. c 0 E E 0 0 0 M E maz M . 0 0 R o E 6 -ai 0- E om 00 M 0 M M M 0 0 a 0 0 E M, 8 M ca M ZX C % &0 0 Z 00 .......... ia. o 't 0 0 Q 0 0 3: M > 0 Du Cc 00 5> 00 M 0 a 0 o' Cm W� N 0 00 CN X : N N � W 6 0 > R E2 m < CN 0 c 15 n --1 M c 0- .0 D - 00 2 m -P, r O-N N co e o. o N oa� E a ow 0 a C4 0 -a w .2- is �; 2 'n -I? 2 72 p w 0 3: ,(Mc 015 2 0 MN N 3NO g 2 0 c M 0 c6 � wi W�� -qq 0:::: .1� W. 20 0) R E 0 o- L) 16 v 0 a , 0 2 0 z aw 0 0 c - ') � Wa J2 a 0 - o' FL �OQ;t M WHH 0 d 0 a 2,w M LLI 0 ON >- 3 0 -0 M 2 ai 3: 3 -,a (L 0 � . 'i 0 x M LU Xqa. :D E M < w 8 E E 0 o6 E u ;: 61i 0 5; < . . .::4 :: Mc`V 0 B = -59 t 00 -5 � 0 0 0 Tii w 15 a -@ 1 . 7515 0 0 12 e Z Z 2 73 12 B 0 E 0 12 0 1� iz = B i� - 6 0 0 ul 0 0 Q. 0 E a E M I I o 0 M E 2 0 M o o 0 U o. 0 0 0, 0 M t5 0 00 1 0 0 0 w U L) L) 0 .......... tu -: O C LL N O M N a w Q a R V uw w LL O T W w ,_ Y/ N NO {L a lz O 3 J S F Z O U w a w 2 w O Ix n r a U Q y « L o w m m m 1 o C mi' w a Y m35 o oL° o A « o d c U« a a m n �° rn c_ d d w a t a r6 o a m c e r U o c m o p c m d d o J o$ E ap a;$ o c cE3Uo(an Q C) cry o c E �gIE o y::a my opm N "�a$.n d m o$ c QL w$gEym > o o c o € d $ c > of $ U tY yaV� meN o e d MVmWC % 0 LLa m �FN E m9 a9a c T° dF2 a o$ O d =aU e a ��°o$ O ^ 'oq¢ wE d o d 9 0-�w o o c E� d W d dQ EU d 0 > e c m N �, S c n a C= h `� w D m rf L �° E m y a E� y 3 c d S >= �N N d d E C C G N W Ol 3 9 m y W qq��`` LL y 0 C N d N y C N 7Q djC N y N LL C U M d p. W 00 L J a_ O O C i Q ' O d W$ O T O d d C J 'Z m d. p ',% E EZ n�=cia J mom¢ .� c� a� 0 IS � < c� c c'.v�i mo.. 95 c dUv dDd ;Q y $ w Tm -a E m '° E 3 "' 3 d �A'p a:s nmx m E :� ° a rn m �_ m n cc 'R �° a c E m d a« V$ c3¢ w `' n- F,. L..H�a m« c S m dod_c C T 2i ,� mac ca o. dmmg amm �o Os g d'w3 $ o do Q E� ;a c $ yaa NY m C Ol' m�ycy_�� ka° y aprn eS�dcK rn SiFapo d ..toMmcmy« EQ_ yd E O N d y C C N C A O C O V N y O O y O 3 0 J L O g' wLo't°] at3 o N LAM i 0 6 v �ZS $m'yw pE r}`. O m d '� V a t f� oAm%^ y 230 Lrn' c O qqrr d J o 10 3$ct c\ c y d y M Z m cat po v $3 c d T •'-- O pp 3U� madiU o.y N C mo ��df N N L y C m U O E �5-d''c d n- d C tSm; a E H O wm8U' 3 p d b Cp c c o y-- o O C 9. L d $ O iJ G T h 3' m O H 9 m 5 O d O m L J 6 O C ¢ E m Ep M d d C S m« m= p fn h e E O N y U c O d _ OI> L 3 � D: m O n y C C 'L' d$ O D $ c d d d t,. m$ O �. y zo 'Ca '„>�-`o m y d m0 Egoor c E w 12 d ;C C 10 E N a�¢+ C yy co m Ln = Joc�+5 '3 N C y '3 dpWQ `o y 10 C w x G C d# O N d m C a T O d L A m O W f aN a O— y •a L N O E O d Ny .O d Y O O LJ O O cp N C d h 2 E �R d e y 0 O n K O i[ a r O C y o y c 3 d N y L 3 C Q n 6 OI Q N O.J. Q; O� y C LL �J > N n > m O� C 'C m m Q n ai o n o d 3 L g m G n a y c d n o N o y a d d> d Ol 'v m y mw 2 n'o a d m m y y 75 �� n om'c � g c of N g d- :E cP vlo-5 $ m Q a QM m « FL- 5 E m $ 0 FL- $U at ..... ate x Se :w.:.:. 7J....". 4Ls > a . o H m :<Ad:Lf7i:: f 0 m Ws:: N O Q d W LL ' Q:::: E F' ~ w > a "�"''' V" a M m j' iiKr. w N o ti - y �Y c (A'y-' r o o 0 cc mow ?gym Saw e6 co a`d 3Lyw V 05m >o nc E RR d d 2 m U C NN m O � _ d (A if O J Y 1� m O d O N /` d m O m r O O C G] C Q: - 2 Q T (n d m rn y c m= " 2 rn m o o« y» y c w c o O o Q o O'B Mn« m E >Q iiim o o 15 N 1 W o a a B w w O~ o o o o '3 N m m 2 o o c w o vJ E o WOO 0U U O Kw UU d.t W :7U 0 M 8 a O G lL N O M tM a W c Q a V w 2 w LL O G T W W 2 N W N W IL Y O 3 J H Z O V W 7 IL H Z W W O w n a f IL d c a m C C 0>o a w a o 5 QoOU% WQ C O$ EL dq d aaCdmw rni 815 �Wp3 caj E3 onc$ 8 $;a Q 15C v WW K E OEA d :E UNNa y m3 c 0 WNW 1o0 EU �gicLL L' MM H 5d$ cocv a cL.NE O C m Wc 0 i 00 dOn ma� d-0 do a O 0 E 5 dd E W$ac °>$ Edo- cm oc d o0 EHUo NW m 0c 0-0 W co'0-« ZOo Ecwa o>0 ° Wa OQ° -0 55iWOd�5��. Edyp d OQO 3 O oa UO J a V W d c r ? f W 00 c do0d; W Sc V a 32 om d >> EE Mc WaM o d ,d3 W o S o > x.6 0F O WO— W >>0 @d- a N aNm wO E 6 w'rnyCdC .'::.•:.;'::.:;.•;'.::'::'::.:,.:•'...':. O d WO d$ dn 6mma oa0 nd a WM W C ELrLWNHa � d O a3-0E }Z:Sa.79+'::'G:.:.•'::;:5 d o 0LL mw Od a c Wa $0dJ a >o E 5M cNN m N >d .mO�d en n E c3dOd c5 E V50 c, 0 ocU d w Wm c qq K E Ew e 00c :)8pocnL :':::'::::':':::':::'.' d> danc O d %pO - _0 31 Scd O dW c aNv 0 EE cc 1U ¢L 0 m �Ua « aWCcFL m ad3.Ld ooL- O O> c 0 -LO Ou'ELc y O O> =2dd 0c C0 N d c o0e U3 .r d 0 dW acmC0dJO a�Uw K 0 j E� c dEO d NUC a0 O�O W a $ LM O a'... l a'd OE 6y2 0 .L 1. ='E 2 E o2N: Cna$ n�_W $Ooj d£006:Occa ` U 2 wE S >c0Ti d 9nn=o2N «a= °c£ ow aw c 0 $O E�l° Tm u dcc -UO E° 20 E>cd «00.28, Q O C C d 0> d O w d EOEU d UE 2c >on 0O' d 8 O °na 0 o mC -m>nc s «Q a En«£ w HU La `m ES w`o>d v$mdJ EQ .... �E 'pp :m 3m H c o m 00 ti d :? d Li 2 0 N 2 O w d E .E rn 0io ac > O « E r W L M d C N Q w e''� y o f v C o 0 a N > 3 0 m i+V"m U N Ol a N W O1 0 c d d u! > Z o W 0 m'm L E me c f0 d.. Y N gE >n E Q KO m m � 2Ec E 0 We 2C:?Q 0 E�Ti d m K 0 O M a Q LL O le W Q a 5 V w 2 LU LL O T 0 N f> O w w _ U) cc 0 w a Y 3 J 2 O 2 V w Ix IL F Z w 2 w O w ca G H IL V O S a E m « t3 r $ o v c 5 3 `o N y m c 0 9 E c m H 0 A U v cmE m Lu Op C caicNcOAm N,t+L O (yp 5 J m cd w- m otc m m N aim mrco Ol tL'p N.Olm c Em 'pa oy a c m C O «Uc$ O C r O M m G 'mc .Lm" N VI 3 y O p N w�Ey,Ea� o Ol t� a c0E O 1] L ni- 'N 6 25 Vj C aa«p 3.3 C C (J C omm? IC m mLrEH$v O 3 O m m J ti m O m 9 L W m W N ~ w K o m N C L° m C m C V m C rR Smm Eym a`�ocm a c coo Evm m— E' J v t'.v� �mN E a C; 2 E n c '> $�S� a> E yEw E m o n$ov$ m o aqi o,m c$ p m$ w o m m E 0 o a m N m«- a c w c 5 m R .y m c'- c m$ m« >` 2 n c d K w o> E E c�ia� E nor E 0 O o a m w o -Et, 3> c mnav 0 - Eva 0Ea3 E- w of va'o to m aZII E cva.. c E a @2 pL 3 f v ac'c m m $o' c 3 ^jO itic«c 03rC J 000 EmQS$ m-25 yy.... ::::::::a'1'i;': wM00�. O c oc Oa EoA p ma°' LE' 3' 3m,$$ ~ N 0 me $`ca acL,+°$3 y C > m mE0m N O m C Lr nnE' 1j O nW y watm^ m 0 m a a v °awno E.tl m. O 39w C m= .y 3 C J C o 0U L0 .. f+t........ E no Ey0'°nmmc Eo«w arm co E DoE Hamm ocm 15 c 3a c c c 02 3i` M'a m« > c 0 0 w a S aEi2 w' o %e 3 N m v a c_ m 0 m' m $'c uC{ o a w o c lc c 2 a U wN jw F m m o > O c a c O a a W 3 N m « O w q 3 c 3 E {r� o C E IC `w 0 m N C ,. HOUo m $vocv O y C 0 y dod5'y$�P� «L. 8ti- O� voro� w m coo2'ia ` m$Jm F' Uwe L y 'O $�m0 >oLm w0¢ 0t R va > 2 J„i c 0 'v w m mE- n�'� v2`LS om2' yc.N «rL°0 a .a ai c yOr�N :cam~ ac`^E me«y« r'' 0 mo«v - nmE °rji 2O otEaNc .'''' m t5 LL c o L $ c n'- w> c m`°c o m p0 a i. _o n » m p J ,E_m� E ai c na`m$ m 'H > m ti Oy Qua $aai mm moa cao CL {�pcFL owwE '`ja$ X `-°r«"iS ui on'3 .. m25 � am ov1O to ova 15 O E C ami. $ s N v L m 2 a C~ n E m 'D Ol m L N y m w O m= m n m Z J-i C m m vm'cw « p_ n C O S O c O 6 C L_ m U O 'a N— m O 3 N 3 yi OI m $> � �w C J 'O- C 0 C r C OI 0 0 w .m.. N C E m w w- y y a 0 c w O. m¢ m � — C n � m O. N p C> yC E 3 a 0 a m w n W C 01 W N C O J C m"1 U 'C a« a N O L O C m w 3 C a OI.Oi m" f m 2$ 0 L. N C p j N y m C m a 4z O TJ a 4 m q W a0 00 c« C m a Y �1 w n 0 E 0 C $ m:E 0t5' E15 c O a 1- m wm--r m ♦- a w. 00 03 O N C Li 0 Yt 3 `� .-1�$ C$ E a ¢ T a v 0 w Q m w n a N L m~ L 2 C E°�$ 0 N—« o N �>> CO mryn N O a fl i m mew C m C %+' N p caiv : y; armc uia>�c m 6 c0rtO 'R 0oi`c wF-`0C W P�o£n`'''m $0c n'm �n ¢i`•`ai 30m vccc cL o� wF-$wo¢¢ OmmL m o wm 3$ 0wo Lao n F-m 3 J U¢�0 mU3n m ¢SiA t$E3 00 cQ J O«Lam m3 c 0 w C .. Z.w.. N 2 Z = ty S 2 O Jw- 0 o m m E m m m m m x O E E q~ m>' ~ mT ~ E E y U U f U (7 f U' (9 m O :'p:... 0 u c E o 5/� t� w v 1lj N m ww c m N d a'o E N E � O E c a o .S a w a N W a` 0 a` L C O a rn -- :X::�`.#.::': aam t� j rn EN Ep w o 2'v mo C 20 d w c '.'.'—:Q.:::: f;,:.;.; :U.. a 5 c m?m O N N n �+ J a Tic J Ti L` J M Ti m .. ci J Wi J ii 0 m c E E 2 2- 2c cN o:°w 2; ? Urnm ...... ;:,:, Myw � 0=�° m o ma w v E c 75" mTi 2 m o wp ayE c o c J c 0cE cr c N UO m� ::4U:'' 15 m 2aE ac0 as ccv;c c H 0 ~ ~-rn 1Oc~ m m ~�~o0 ' 0 0 000 00 0c 3'Em^ Ouwoo o oo o o owoo ':.V;:':.' N 0 M a U W W F- LL O i T W W co N N LU I� V IL 3 J z 2 r V W O w a p Z W 2 W O it nn L a U N W me L 3 Uo~> 6 E O W G 1 Y Q c m Q£ aci EoNmO 3 wS ^'~ yL E Q LO a =w N 3Q_ O aWm CW J aw w -£ Cl) w A a CCO Q w w a y w w C o U C c N W N L.E cK N C C of O O d '.-AU E 4'- yca m 0 Mm 'g2 ..........>o� ^Nma yEow,2 m ry 3 �. N Ew a n oAE V c a o U N y o `m qm� L2S W m e W a o o LL rn wki w w Z Tnaw 1°On C f W L w ~ a 6 w O n cJcm0. C'L" m Yw C' o mf$ v $2a :: v O .cac m a c .y '.'{�Vr%GWCQ66w.iyy: 8 O LLO� p OW.3 ynmM C La 3wOC WiN '::i';. :'::::_::':;: W w i MUmO 0 M C)n NQQILL$WCp 'O y = p m w W N M yw n> aa?o Lp o o E EoQLC EywcU �arcd$w o w` o w' v°LyOW'aJ MU o w vacN `a O -ecwi y W c o E cE o �'ro mEw :�:'::'':":::.'::' Q�K�'E1QiTw;mw°••L U om w E c o O c n <mw n c o= -C>L Co7 w 3. oNOC yr' 0M oc o0v w m'c £So,.WQwcwNC.. a'-35wcwCT'yc$ nL:mN°y y y c v> c o 1 0O :'":':'::.:::':':'::':..:''.::: L'wnwOC."' 12 w2Aw Iw voSc' N c C)' w Q :6cy:f ac `�O! Om Ca w oW Lmwc.. yi;c yLw N63T Q OI nmm cONwLK O C 3pw w WZc YWnam yJ. a�0 15 tt0NCoS CpG.Ewv _d J O U 5mry cw O yWw 1 'r,wc0. H7'C ww U MZL3: nc g aw VE.2 o st s w Ti 12 !dE3 pLFw- nocw na W c Q w -0= cnc w cMEaWW �c10 yii ';::'.'; Lfng-CC% LAWM o a w` N a r Um Lmn Fn�w'LLc woaMaSn 1L-w3n3 HL� L w wo KsKSa 4'2! 7 ..... i2w w::�:�: F. 4l�!i:... O _ O O at a o a O N . 2 J Y Y W m m m O > u > 0 0= >>q t v Q > d O d c c m F E L w `w o •'"'•wf F'^.... p O o d C of T W O mIt O N N XR: .:..�. .. LL E '.'.' .Q.•.• � N w LM Q T w mow.. 6 O w L ^ > C U c J c E o 0 o a L c n n .y m �i E? z a w wrn m E Lle E m v a w w pi y c u°Di m cmZ m o m n m E o E LL m8 vM w �mpp diNN mCL om wM OUwimc y ir a ooa oyW o O Zo Z ZaoE qoD Wm y C4 J: a po N DUN a Na .6JC V1 w cC wW E w E J V c'E U 2 A9 U Q Q Z A J md U qy� N ..Z.... 9 O 4 4 3 3 3 3 3 3 4 3 3 7:N:':':':' i O LL O 10 W Q IL V W W U. O u O N M O w w U) U) LU w a O 3 J H z N F w w w IL z w 2 w O a H IL V ' 'c aoi .cam naafi W EER e oa;;U L a t3 > >. W n N W d m 3 0 n y3c-�c $may? o a WoRe $ a c w rn d 5 W v o m aW E c a c m Eixam c nv cu$i- p c m ¢ �' Y dg' Q L O 0 LL N O c w m 7gJi v 3 i c Wa. ULLO)N a y fJ $ > D q ,rg, cLoa2 0,6 o?`oomc a3yt�yo C W O'W {cp a >Q 6 O .f_S 4�.:.:.:.: W U N c d c L°W 8 Z 7 K W y a E W OaL C W W W rr. W co E E b > W O m o H 2 E N c m ca0 n.£� N W OD L« -r6.2%- WE, W a� 2 YS Uo LLnuj ' '`c, M" 15 $ 00 o$ a .'i'.'•'•'• (LEJ •C' W Q NSYq Yo EW YW 0-6_> SS O p> N Z N N T OWn EN CE mQ NJ ::%'::::`'::;:'.�E<��Fii P''::;?::::::L::'::..!P:::::' c PNWeS OW� "c WaNWC N > JW DunW� gO¢yy .1'WcC�O r-0mm c m v aC E v o Q aE cwc E 0 D(aWO Wa s.�EW3ani N"a' >(a'i� >ui dc O J`O > O>N ': Q O WaZ4 cWc C ¢ O �W rna0 O cQ o aw�mna�jLN N c co�N ONQ NoCWc d > . oay £Wcc a >00Wcm iE$U n Eaa sA a O $OT 0M 2 oL' Cmac o omaE O V O W D T r W >N CO :" C O W O C c d 30 p�'VI N¢ N 6 N L y TJ N O O T Yi Q Q W� E b 'S W O L WD FJUW¢CC �LL as N Tl D O W D`6 T> CJC J N Q rN JQ y WT_. L(O E .iJ i5 :? W c W '^ z y E Ol 'o '- «�i'UL W U N W �O y c c @c 6 yoo c E H;^ �0 a m € oaoir $COYW"'> N 2 W �j N�09a W> W W W L' I a Q Q� 65 G Ci .¢ Q z O W 8 r 5 E N L G r C9 S U S o L L n 0 0 r m a rn m m U y n n n n n n n n n n n n n z N N 00a c 3eo T'o FIA.. Q:y o E I IN IN 3m Cc3� 0 m >� N o O F15a uj o 0 0 0 U N rn '['I'A:kJll'I' W O a y c vi A 9X : w 0 6 d Z- E E O� Z Z 3 m O Z S J Q G rn 0 m° 4 V N o Q Q Z c N CQ N-6 pQz ek:p»:LL S d Nm mac 333ww .1 0 = Ti w �Qoo Ek5 S2 "Q aU _ O. U C.7 Q W W W Z o U W i O U. O W Q IL i ci W W H U. O O N M O F� W W Z N CO) w U) w IL 3 J Z O 2 U W 3 w IL H Z W W O w IL a U C y q C :c S OWL aw d C�'zR o J cam d LL 3 o =tS U' d 193 ,E .�Q man m c $�aF wn U a c m S m m mdN O N 0S O dU E o wE w w$y Nd C Q 0.2 C W Q 'S d3 $ a E N0 w N a O E p 00 O L) apo c Q Z= Ca O a p d 0 7 p'E vCd ..C... m o0 d 12 E$2,Q 00 E W n dE d 3 o m pZZ a 6p On Q aa ; dC() 7 O iN d N > N¢ cdLLC0O a 04 , Cc y E M 2. N OM 1wUOo 6 Q L MM MO WE 2� J E 0 Z LLyy jm 8na ¢¢CUn J J MO Nd) n d O OCC CbO a as CC O¢d 'ma ::Z::::. aO d d C2 a a y¢a. J a a.0 $$> O dbnwdd a',QE O C d.>QdQ c C 0mwN �oWc W a3oa0 d 0 a; av b Ed mia 5L$''iCJu;s Cn C, a ED y C 6 0 dC0 as, dpOw3 3 Op j 4Ta dd > E C d¢ dQd E ❑ a d p a8a d 0 E E ? d o.v oVa':Ap? dE r7 C O > E a z d ao d L N5 ED c C «m£ddCyN€J —g0° dO c4.91 c w do v3 O E 0 dE dd W$ d s mm c2omE w$aO0 iCa =w'Q¢Ec�Um M me Ew to dd w N worS i0CCd�q3i dZcH �UH?O md ' ?U »nE id6 o Q c mcm ff owy y�cmEm do Mp aa¢a=d aW A c Koa a AAAAA0 A n fHW O na V FU0 I z':vr"::� pop 2 Z Z Z 2 O O O N X C o O 4 O W E aoC�..... =E"d x� x" x �`% U)T y d > N O O c q 3 'L N d RN C bNn j CO 066 ow a E d C N da c r m Q p n d to n W J :? ocQ cy a m7 20 w 0 Z 0 w o' w K v d i =U mL pE �. i. v0 Z0Z0 .ZZ Um c ::.km vccZZZZZc h d vca N 000 d d '00UUU E E ¢ QWEOD EC o FdW a Ea JE o Z n i w O q s a G O LL O co w a a U w W F- LL O V F- w w w V IL Y 3 J F=— z O m H U w O w n f z wLU w IL IL ci W d c 3 a c c 'a o w _ o 3 U E _ a 3 a h U ° o v c n m Y e o L N y c j L y> o O U n G Sri �nE a W W v o EEa o ti o avi y c _E'oW 5� n a .L.. LL M a' ,`o` U W m p 0- « p 0 6 c o o a y n n E WW N _ W o �'m o 3 :':''::i:: W S y$ W o _ o n o @ v c ..:.$E0 W c M— np«N =e10 �$y� L no E c N a o' �S m.LaL � ocC' ooa apE —o 3mn Vr, a E w aao rnN p N L W m S iY _Wy L W H N f9 N > Uw ry 9 W > Npl W ` N W ° -6 C L E �} w^ L _ 9( y 9 p 8.AT o 0�ym> o15 mvoo« U w ° Wn :iii::�:, �WCW n $npt �aE2 2 i v o0 c3 ja L a.p n.�n•• $E o VL4 c N G N oN $�oJ ` Cn a 3' c v Z.2 N o 8 @ Np -cs_ W OW 9 3 U '3 N LL V N _U Z W U fp => D a W E N �r'8 °�N �>!C3 = W N a Cc .0 ° E LD py pa 0ca n� o WE ^m c2 i Ec »S 3 o fq a z z ..... .......... 'v :fi::�::: - :>�> 2e p g z x O O O 'o_ O 'o O 'o > c V U U U U U m co o o N E fi x W o £ Q P 0 L m o.:.:. w = w a W oa @ o } o a o 0 41 W E > o La arci E a 3 ii T o 0 E o E A ro a = ° W m LL T a W rn :? W E m c ° U Z L W d ° d a m a E Z o W E n W = y � rrS. N '^ E o 12 W 3 > a ap' LL C W a o m o a o tv N N CL O O o c a L a 7 w 2 w I.- LL 0 0 m f2 3 Z) E- 0 0 L 0 M a o E > 2 a g l 'ffi u 0 0 0 Cc = 0 a E E E E 0 0 0 8 8 8 8 a E m 0 0md o 0 0 m 'B ? v o r vo 8 0 0 0 0 0 0 0 m r E = 0 0 0 a > 0 0 3: - 0 8 $>U m m 0 E a 0 m Z � E 2 ov e? c E 3: 0 E 0 > > o a m LD -3n 5; 0 0 M E cc 'a> o 0 m 00 SO al L 76 > ws r 0 04 0 0 0 0 8 v 0 - Lu (L E 0 rn E E E E r o o C 0 'Z L a ts 2 `m —0 0 a: 9 j. w00 0 2 C m 3:> z 3cmwmc Lu w E .5 E .6 E -- E -- 0 r -- i :E 5 Edd= E 'o E > 0 < Vra 0 E a -0 m 0 c .......... .2 A oLL 1 ' '62 0me o a 3: 0 L 0 12 2 irf/l c m .6 E Jc > 2 2 2 2 2 2 .0 u a 3 2z 0 m 0 m s 8 LD (L a. 0. 0 0 0 E.) t L) 0 (L 8 8 0 z z z z z z 91 a z z z z z 91 c z z z t k �v o>5 3 3 CO) a 0 o o a c ZAU... m E U LLI WE 0 ju W'C 12 X 0 x m 0 0 ma 2 rn E Lx x (L E E c -ca JW.. E 0 IW2 0 (L = .- mE .21 0 m mx 0 X. LU ,o m- LD c 8 m E (x IL) T -E m 72 0 N 0 v 3: r= ow 3, T 0 0. c 0 x w M 2 0 3 W (4) 12 19 H w 2 m 0 x 0 L) 0 U) CL S e m x a m a o 2 x (L C? 9 9 u u u Q u u 0 z 0 mv M. M c M 11 0 2 co) m 0 c 0 0 0 2 > 2 2 0- 0 0 E aa:R V 0 0 E 7a E wo (go cw� LL 0 —0- . Z- vz �-4 0 -'5 c M C C'' 0 to =0 2 2 M v M 3: 0 .2 0 -0 M M 0 89 o- - 0 0 -0 0 2 0- a E 0 M -2H Ti 2 o E io 0 > 0 M 41: LL mo 0 or0 o 0 M 00 > 0 — o m a > a V5 .2- N maq w 0 23 a 0 w 2 3 L q Z . 0 w f, m a 0 > E 15 0 16 CM,5 oc m 0 m o.2 > 0 A? 0 iL A2 , mc IE 0 w �- 2 a 0 0 v > S? E 3: 12 'w -1: a E m.g� m c Z 12 m P 'E .9 E , m o.6 v 4 'E Z 'A 8-- 0 EME 2 �O «E c E E E .t- E L4 o o 12 w .5 E E 8 E 8 3 0 0 0 E C M E 12 -0 = z 0 < 2 E rnd 8 0 0 E 12 'o E2 oP a 0 0. '0 > v 8,2 c m _5 12 a ;� 0 8 M, 0 3: 0 o m c 0 0 m - v D , u� OM m , 12 s 8. m 2 om o -0 f E E W.G's o2 > c 12 � -6 e jq a L) z c 00 m < r 0 a 0 2 I E.5 m E S -6 co wz o mM w w m .5 '6 c m V., 2 C 0 - '6 m a E 0 7a.2 w A Mo IM 0 > o v 82 L* C.- '3 0 � = w a 0 N > m W a o.2 L , o � w- 8 9 o 0 E m 0 w WCJna c V 0 �La > , m a m, CO . z' X Z m 'a V -6 .5 s M > 0 c 12 0 Z a 3: 8 . 0 0 E 0 aMB m m O:E 3: o 2 0 0 G E owm j., E o 0 m -.S E:g m m E a' E a 5 w m -6 V 12 o c M 0 w02 o m E E B '5; m 12 o 0 To 75 75� g WEo z 0caw c GW CO m Ma o a A 8 c mE a 0 2 m.2 c m E z LD w 02 m w j� 12 z c 0 no 2 E "5 f o. c o o fn o p -E o 0 :g > E 8 c L 9) a 0. T 0 0 0 0 W 15 LD o m 0 < -2 co 8 LD w m 0 82 E E e 0 0nOU NU m o > >.s z z z z z z z z .......... < 0 z z z z z z z z 3 z 1p 1p 9) c 0 c 0 c 0 0 -� -6 - E '0 I r0 w 0 L) o c Ak E 0 5 v LE m a w VC 8 z u 0 0 -W c .2 -2� w 0 0 - o M 0, LD CO < a m W 0 0 > % MM �= -- CL a 2 2 8 .6 0 M 0 2U 0- . C0 a 0 c 6 0 0 0 0 O'c ca x O 0 0 W 15 9a [L W c 0 2 .U. 0 M M 0 M IT 0 0 0 0 0 '.S C a. 0 . a () M U) .0 w 0 0 0 E .2 C6 2 0 M On 0 E a. a 0 a a 0 W 8 a cn W�M M Mo 0 E 0 IM INM —M a 0 W 0 10 1 '0 '0 0 M Am q 0' M m0 MEMORANDUM TO: Bill Hughes, Director of Public Works/City Engineer FROM: 61� Brad Boron, Maintenance Superintendent DATE: April 12, 2007 SUBJECT: Monthly Activity Report - March, 2007 The following activities were performed by Public Works Department, Street Maintenance Division in-house personnel for the month of March, 2007: I. SIGNS A. Total signs replaced B. Total signs installed C. Total signs repaired II. TREES A. Total trees trimmed for sight distance and street sweeping concerns III. ASPHALT REPAIRS A. Total square feet of A. C. repairs B. Total Tons IV. CATCH BASINS A. Total catch basins cleaned V. RIGHT-OF-WAY WEED ABATEMENT A. Total square footage for right-of-way abatement VI. GRAFFITI REMOVAL A. Total locations B. Total S.F. VII. STENCILING A. 0 New and repainted legends B. 3,265 L.F. of new and repainted red curb and striping 45 19 43 13 6,801 69 152 0 35 4,960 Also, City Maintenance staff responded to 49 service order requests ranging from weed abatement, tree trimming, sign repair, A.C. failures, litter removal, and catch basin cleanings. This is compared to 37 service order requests for the month of Februarv, 2007. The Maintenance Crew has also put in 252 hours of overtime which includes standby time, special events and response to street emergencies. The total cost for Street Maintenance performed by Contractors for the month of March. 2007 was $15,825.00 compared to $7,645.00 for the month of February, 2007. Account No. 5402 $ 12,650.00 Account No. 5401 $ 3,175.00 Account No. 999-5402 $ cc: Dan York, Deputy Director of Public Works/City Engineer Ali Moghadam, Principal Engineer - (Traffic) Greg Butler, Principal Engineer - (Capital Improvements) Amer Attar, Princi[al; Engineer - (Capital Improvements) Jerry Alegria, Senior Engineer - (Land Development) STREET MAINTENANCE CONTRACTORS The following contractors have performed the following projects for the month of March, 2007 DATE ACCOUNT STREET/CiIANNELBRIDGE DESCRIPTION OF WORK TOTAL COST SIZE CONTRACTOR: RENE'S COMMERCL4,L MANAGEMENT Date: 03/07 # 5402 CITYWIDE R.O.W. TRASH, DEBRIS & WEED ABATEMENT TOTAL COST $ 5,000.00 Date: # TOTAL COST Date: TOTAL COST Date: # TOTAL COST CONTRACTOR: BECKER ENGINEERING Date: 03/07 # 5402 CITYWIDE A.C. SAW CUTTING FOR CITY'S PATCH CREW TOTAL COST $ 7,650.00 Date: 03/30/07 # 5401 SANTIAGO ROAD AT YNEZ REMOVE RETENTION POND AND RESTORE TO NATURAL GRADE TOTAL COST $ 3,175.00 CONTRACTOR: Date: TOTAL COST Date: TOTAL COST TOTAL COST ACCOUNT #5401 $ 3,175.00 TOTAL COST ACCOUNT #5402 $12,650.00 TOTAL COST ACCOUNT #99-5402 @ q k �' B § CL ■ z k § § & B Nmvi !y/!�,§,\ ; .: § _ : Oac ,o = - UA 40 U. } / • / § \ i § ) u\ /uc . k \44 \Ak§ § #3§ Cl) LU E co ) § a : §�l2� § ; ■ § 0 k 22� ! f § f)§ 0-0 § �7�/f/\\) k§§ §§ / /\\k§/$]t § ee. 5 waoe <ma � | ( | ƒ$ #@ ` k m m § °sQ k§ Mm§ ka C4§ ° w � k $ ` f$ §2 � m #m %� ;G | § 2 b go kk 46 k , $$ , k� • § k & $§ $$ § §} © §2 2` - k am . &§; �IL 0 ° \&_ « B§ ]§ k k §� $] 2 _. _ _ �. 00 0 ONCs !� Q§■ §2� ■%� .0 zE 2 7 § __ �� §' � 2§ \ �o$ .9 0 5\ kk f !! ; -k Oin IL ; M § c �cr u� ; \ § / 2 iu w M D � _ e & / §; B B 7 �) B f § § § § LLI w k 2 § d o m k k ® § ` § ( ! ( § # § ) % _ ` $ § ) ) s 2 s : i- & CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION ASPHALT (POTHOLES) REPAIRS MONTH OF MARCH, 2007 DATE LOCATION SCOPE OF WORK S.F. TOTAL TONS 03/01/07 PAUBA ROAD E/O LA PRIMAVERA R & R A.C. 478 12 03/05/07 OLD TOWN A.C. OVERLAY 681 3.5 03/06/07 MEADOWVIEW AREA A.C. OVERLAY 734 3,5 03/07/07 MEADOWVIEW AREA A.C. OVERLAY 710 3.5 03/08/07 MEADOWVIEW AREA A.C. OVERLAY 570 3 03/12/07 MARGARITA AT SANTIAGO R & R A.C. 436 7.5 03/13/07 MARGARITA AT SANTIAGO R & R A.C. 433 10 03/14/07 MARGARITA AT SANTIAGO R & R A.C. 260 6.5 03/15/07 PECHANGA PARKWAY A.C. OVERLAY 313 2 03/19/07 PAUBA ROAD AT VILLA ALTURAS R & R A.C. 186 6 03/20/07 RANCHO VISTA / DE PORTOLA A.C. OVERLAY 306 2 03/22/07 MEADOWVIEW AREA A.C. OVERLAY 447 3.5 03/26/07 MEADOWVIEW AREA A.C. OVERLAY 694 3 03/29/07 MEADOWVIEW AREA A.C. OVERLAY 553 3 TOTAL S.F. OF REPAIRS 6,801 TOTAL TONS 69 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION CATCH BASIN MAINTENANCE MONTH OF MARCH, 2007 DATE LOCATION WORK COMPLETED 03/01/07 AREAS #1 & #4 CLEANED & CHECKED 19 CATCH BASINS 03/05/07 CITYWIDE CLEANED & CHECKED 15 CATCH BASINS 03/06/07 AREA #1 CLEANED & CHECKED 2 CATCH BASINS 03/08/07 AREA #3 CLEANED & CHECKED 19 CATCH BASINS 03/12/07 CITYWIDE CLEANED & CHECKED 16 CATCH BASINS 03/14/07 AREA #I CLEANED & CHECKED 4 CATCH BASINS 03/19/07 CITYWIDE CLEANED & CHECKED 11 CATCH BASINS 03/20/07 AREA #3 CLEANED & CHECKED 14 CATCH BASINS 03/21/07 AREA #3 CLEANED & CHECKED 22 CATCH BASINS 03/22/07 AREA #2 CLEANED & CHECKED 8 CATCH BASINS 03/23/07 AREA #2 CLEANED & CHECKED 2 CATCH BASINS 03/26/07 CITYWIDE CLEANED & CHECKED 14 CATCH BASINS 03/27/07 AREA #5 CLEANED & CHECKED 6 CATCH BASINS TOTAL CATCH BASINS CLEANED & CHECKED 152 R:WAlWAIMWKCMPL6 D\CATCHBASW6.0T CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION GRAFFITI REMOVAL MONTH OF MARCH, 2007 DATE LOCATION WORK COMPLETED 03/05/07 K-MART REMOVED 5 S.F. OF GRAFFITI 03/05/07 SANTA GERTRUDIS AT MARGARITA REMOVED 10 S.F. OF GRAFFITI 03/05/07 SANTA GERTRUDIS AT WINCHESTER REMOVED 45 S.F. OF GRAFFITI 03/05/07 WINCHESTER AT WINCHESTER CREEK REMOVED 60 S.F. OF GRAFFITI 03/06/07 PACIFIC GROVE AT SOMMERSET REMOVED 5 S.F. OF GRAFFITI 03/06/07 RANCHO CALIFORNIA ROAD AT MORAGA REMOVED 4 S.F. OF GRAFFITI 03/12/07 AVENIDA DE MISSIONES REMOVED 21 S.F. OF GRAFFITI 03/12/07 BUTTERFIELD STAGE BRIDGE REMOVED 40 S.F. OF GRAFFITI 03/13/07 OLD TOWN FRONT STREET REMOVED 404 S.F. OF GRAFFITI 03/13/07 MARGARITA PARK REMOVED 389 S.F. OF GRAFFITI 03/14/07 PECHANGA PARKWAY REMOVED 650 S.F. OF GRAFFITI 03/15/07 TEMECULA LANE REMOVED 60 S.F. OF GRAFFITI 03/16/07 SUNNY MEADOWS AND ABBY REINKE REMOVED 15 S.F. OF GRAFFITI 03/19/07 TEMECULA LANE REMOVED 53 S.F. OF GRAFFITI 03/19/07 LOMA LINDA REMOVED 15 S.F. OF GRAFFITI 03/19/07 PECHANGA CHANNEL REMOVED 100 S.F. OF GRAFFITI 03/19/07 MARGARITA AT SANTA GERTRUDIS CREEK REMOVED 870 S.F. OF GRAFFITI 03/19/07 WINCHESTER AT SANTA GERTRUDIS CREEK REMOVED 145 S.F. OF GRAFFITI 03/20/07 RANCHO VISTA AT MIRA LOMA REMOVED 25 S.F. OF GRAFFITI 03/26/07 3RD AT MERCEDES REMOVED 48 S.F. OF GRAFFITI 03/26/07 SB 1-15 AT HWY 79 SO. REMOVED 645 S.F. OF GRAFFITI 03/26/07 FRONT STREET PARK & RIDE REMOVED 13 S.F. OF GRAFFITI 03/26/07 42101 MORAGA REMOVED 17 S.F. OF GRAFFITI R:\MAJN AIMWKCMPLTD\GRAFFITf1 07 DATE LOCATION WORK COMPLETED 03/26/07 TARGET CENTER REMOVED 174 S.F. OF GRAFFITI 03/26/07 NICOLAS ROAD CHANNEL REMOVED 165 S.F. OF GRAFFITI 03/26/07 CORBIE AT SUNNY MEADOWS REMOVED 16 S.F. OF GRAFFITI 03/27/07 SUNNY MEADOWS REMOVED 15 S.F. OF GRAFFITI 03/27/07 TARGET CENTER REMOVED 600 S.F. OF GRAFFITI 03/27/07 CANDIDA REMOVED 12 S.F. OF GRAFFITI 03/28/07 PAUBA E/O YNEZ REMOVED 50 S.F. OF GRAFFITI 03/29/07 RANCHO CALIFORNIA ROAD BRIDGE REMOVED 18 S.F. OF GRAFFITI 03/29/07 30206 COLINA VERDE REMOVED 66 S.F. OF GRAFFITI 03/29/07 KOHL'S REMOVED 38 S.F. OF GRAFFITI 03/29/07 WINCHESTER "TACO BELL" REMOVED 116 S.F. OF GRAFFITI 03/29/07 29711 JEFFERSON REMOVED 51 S.F. OF GRAFFITI TOTAL S.F. GRAFFITI REMOVED 4,960 TOTAL LOCATIONS 35 RWA WTAI MWKCMPLTD\GRAFFITIUW.07 0 W O 0 Z <.i 0 a W N Q } J W Z } f J qK Q m W LL 00000000000000000000000000 00000000000000000000000000 00000000000000000000000000 0�����'MMMMMNNNNNeO-����OnOMr v w d 0zA O 00 tn ti ti y O N N cc H 0 H w h � U iTa O M O� F d�j r7 aw w w ¢ ¢ 0 z 0 a CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION RIGHT-OF-WAY TREE TRIMMING MONTH OF MARCH, 2007 DATE. LOCATION. WORK COMPLETED 03/12/07 NICOLAS AT VIA LOBO TRIMMED 6 R.O.W. TREES 03/20/07 PAUBA AT LA PRIMAVERA TRIMMED 7 R.O.W. TREES TOTAL R.O.W. TREES TRIMMED 13 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION SERVICE ORDER REQUEST LOG MONTH OF MARCH, 2007 DATE REC'D LOCATION REQUEST DATE WORK COMPLETED 03/01/07 31276 CORTE TAVERA A.C. REPAIR 03/01/07 03/01/07 41848 ASTEROID WAY TREE REMOVAL 03/01/07 03/01/07 PAU13A AT VIA RAMI DEBRIS PICK-UP 03/01/07 03/04/07 30287 SILVER RIDGE COURT S.N.S. DOWN 03/04/07 03/05/07 41844 MARWOOD CIRCLE S.N.S. DOWN 03/05/07 03/05/07 CARING TREE DOWN 03/05/07 03/05/07 VIA LA AVIDA TREE DOWN 03/05/07 03/05/07 31675 WEIBEL CIRCLE TREE TRIMMING 03/05/07 03/05/07 31265 HIAWATHA TREE REMOVAL 03/05/07 03/06/07 30231 CORTE CANTERA TREE DOWN 03/06/07 03/06/07 45332 TOURNAMENT LANE TREE REMOVAL 03/06/07 03/06/07 31541 CORTE PACHECO TREE REMOVAL 03/06/07 03/07/07 45683 MASTERS DRIVE TREE TRIMMING 03/07/07 03/08/07 31541 CORTE PACHECO P.C.C. REPAIR 03/08/07 03/09/07 OVERLAND AT JEFFERSON P.C.C. REPAIR 03/09/07 03/09/07 40200 PASEO SERENO DEBRIS PICK-UP 03/09/07 03/09/07 CALLESITO VALLARTA S.N.S. MISSING 03/09/07 03/09/07 RANCHO CALIFORNIA ROAD AT MARGARITA ROAD DEBRIS PICK-UP 03/09/07 03/12/07 30261 TRADEWATER COURT TREE TRIMMING 03/12/07 03/13/07 NANA'S ANTIQUES OIL SPILL 03/13/07 03/13/07 30569 AVENIDA ESTRADA DEBRIS PICK-UP 03/13/07 03/13/07 41117 PROMENADE CHARDONNAY HILLS ROOT PRUNING 03/13/07 03/14/07 CAMINO MAREA TRAFFIC REQUEST 03/14/07 03/14/07 32354 CORTE LAS CRUCES TREE TRIMMING 03/14/07 03/14/07 HWY 79 SO. AT LA PAZ RELOCATE SIGN 03/14/07 R:V.IA AIMXRKCOWLTD�ORSW607 DATE REC'D LOCATION REQUEST DATE WORK COMPLETED 03/14/07 MARGARITA ROAD WEEDS 03/14/07 03/15/07 YNEZ RAISED SIDEWALK 03/15/07 03/15/07 RANCHO CALIFORNIA ROAD AT MARGARITA SIGN QUESTION 03/15/07 03/15/07 40232 VIDETTE CIRCLE TREE TRIMMING 03/15/07 03/14/07 44829 TROTSDALE FENCE DOWN 03/14/07 03/15/07 WILLOW CREST DRIVE SIGN DOWN 03/15/07 03/15/07 41109 VIA HALCON ROOT PRUNE 03/15/07 03/15/07 45327 ZUMA DRIVE ROOT PRUNE 03/15/07 03/16/07 VIA BRISA WEED ABATEMENT 03/16/07 03/16/07 CAMINOMOLNAR SNS MISSING 03/16/07 03/19/07 OLD TOWN FRONT STREET LIGHT POLE BENT 03/19/07 03/19/07 30150 VIA MONTEREY A.C. REPAIR 03/19/07 03/19/07 43049 MANCHESTER COURT TREE STAKING 03/19/07 03/20/07 41566 CORTE SEDA TREE TRIMMING 03/20/07 03/20/07 MORAGA DEBRIS PICK-UP 03/20/07 03/20/07 PAUBA ROAD DEBRIS PICK-UP 03/20/07 03/20/07 MEADOWS PARKWAY DEBRIS PICK-UP 03/20/07 03/21/07 VIA LOBO GATE OPEN 03/21/07 03/22/07 39698 KNOLL RIDGE WATER LEAK 03/22/07 03/23/07 45826 CORTE LEMA SIGN DOWN 03/23/07 03/23/07 YNEZ AT SOLANA DEBRIS REMOVAL 03/23/07 03/23/07 40175 ALBANY COURT WATER LEAK 03/23/07 03/29/07 CAMINO CORTO TREE DOWN 03/29/07 03/29/07 AVENIDA DE MISSIONES DEBRIS REMOVAL 03/29/07 TOTAL SERVICE ORDER REQUESTS 49 R:V.IA AIM COWLTMORS\W 07 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION SIGNS MONTH OF MARCH, 2007 ,LOCATION WORK COMPLETED 03/01/07 VIA RIO TEMECULA / HWY 79 SO. REPLACED 8 SIGNS / REPAIR 3 03/01/07 REDHAWK REPLACED R3-7, W34 03/02/07 AREA #1 REPLACED 7 SIGNS 03/06/07 CITYWIDE REPAIRED 8 SIGNS 03/08/07 PAUBA AT GREEN TREE REPLACED W3-3 03/08/07 1 LOW FLOW AT DIAZ REPLACED R-11-2 03/13/07 WOLF VALLEY ROAD INSTALLED 5 DELINEATORS 03/14/07 RANCHO CALIFORNIA ROAD AT MARGARITA REPLACED R4-7, TYPE K 03/16/07 PEACH TREE AT PRIMROSE REPLACED SNS, R1-1, R4-1 03/16/07 NICOLAS AT WINCHESTER REPLACED 3 DELINEATORS 03/16/07 PECHANGA AT PRIMROSE REPLACED S.N.S. 03/16/07 CITYWIDE REPAIRED 8 SIGNS 03/19/07 RANCHO CALIFORNIA ROAD AT BUTTERFIELD STAGE REPLACED 3 DELINEATORS 03/19/07 CAMINO PIEDRA ROJO REPLACED R4-7 03/19/07 TEMECULA LANE REPLACED OMD-4 03/19/07 ELINDA AT CALLE HALCON REPLACED 4 RI-4 03/19/07 SOLANA AT DEL REY REPLACED 4 R1 4 03/19/07 CITYWIDE REPAIRED 7 SIGNS 03/21/07 REDHAWK AREA REPAIRED 8 SIGNS 03/21/07 MARGARITA AT MORAGA INSTALLED 14 DELINEATORS 03/27/07 CITYWIDE REPAIRED 12 SIGNS 03/28/07 RANCHO CALIFORNIA ROAD AT MEADOWS PARKWAY REPLACED 4 DELINEATORS TOTAL SIGNS REPLACED 45 TOTAL SIGNS INSTALLED 19 TOTAL SIGNS REPAIRED 43 &A MTAIMW CMPLTMSIGNSV06 07 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION STENCILS/STRIPING MONTH OF MARCH, 2007 DATE�ORK;COMPI r, ETED 03/19/07 AREA #1 REPAINTED 3,265 LF. RED CURB TOTAL NEW & REPAINTED LEGENDS 0 NEW & REPAINTED RED CURB & STRIPING L.F. 3,265 R',UTAMTAIMKRKCOMPLTMTRIPM4 06 07 THIS PAGE LEFT INTENTIONALLY BLANK REQUESTS TO SPEAK REQUEST TO SPEAK 711F/ CITY OF TEMECULA �/ PUBLIGTRAFFIC SAFETY COMMISSION Date / 0^7 /I wish to speak on Agenda Item No. For C Against Name: PLEASE PRINT Address:, Phone: The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. rAtrafc\wnuW ssn\speak. req/aip REQUEST TO SPEAK CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Date v'� (/ / I wish to speak on Agenda Item No. For ✓ Against Cnhiect• The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. r:\vaffic\covan ssn\.speak.req/ajp REQUEST TO SPEAK CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Date LA - 29 — a ob7 I wish to speak on Agenda Item No. For x Against �e UeST 1-D( u s n-,::) — LQ S"ma Om a4 CC,& l7r P, Name: enc. S aenz PLEASE PRINT % The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. REQUEST TO SPEAK CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Date I wish to eak on Agenda Item No. For Against PLEASE PRINT Phone: The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. r: Uaffickommian1speak.req/alP REQUEST TO SPEAK CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Date I 2 2 () I wish to speak on Agenda Item No. Name: For�� PLEASE PRINT Address: Phone: The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. REQUEST TO SPEAK 3 CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Dateri 26 L u0--7 I wish to speak on Agenda Item No. For Against < %&e/" Name: ( PLEASE PRINT Address: - Phone: The If you are representing an organization or group, please give the name. REQUEST TO SPEAK CITY OF TEMECULA y PUBLIC/TRAFFIC SAFETY COMMISSION Date Z �+ I wish to speak on Agenda Item No.� For l/ Against Name: r��r9 of a D PNeq PLEASE PRINT � The Chairman or presiding officer will call your name when the [natter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. r. \trafric\commissn\speak. mq/ajp REQUEST TO SPEAK CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION Date I wish to speak on Agenda Item No. For Against PLEASE PRINT Phone: The Chairman or presiding officer will call your name when the matter comes up. Please go to the public podium and state your name and address for the record. If you are representing an organization or group, please give the name. S