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Home My WebLink About032306 PTS Agenda In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the office ofthe 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 CFR35.102.35.1 04 ADA Title II] AGENDA TEMECULA PUBLlCrrRAFFIC SAFETY COMMISSION TO BE HELD AT CITY HALL COUNCIL CHAMBERS 43200 Business Park Drive Temecula, California Thursday, March 23, 2006 at 6:00 P.M. CALL TO ORDER: FLAG SALUTE ROLL CALL: COMMISSIONERS: Lanier, Ramos, Jacobs, Arbogast, Youmans PRESENTATIONS: Bruce Barton, Operations Manager, Riverside Operational Area - American Medical Response (AMR) Ambulance Company - 2005 Response Statistics. Citizens Action Patrol Program Update Trauma Intervention Program Update 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 vour 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 PublicfTraffic 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:\traffic\commissn\agenda\2006\032306 Agenda/ajp COMMISSION CONSENT CALENDAR 1. Minutes of February 23. 2006 RECOMMENDATION: 1.1 Approve the Minutes of February 23, 2006 COMMISSION BUSINESS 2. Traffic Conditions - Kohinoor Way and Jon William Way RECOMMENDATION: 2.1 That the PublicITraffic Safety "Commission recommend the following: 1. Installation of 25 mile per hour speed limit signs on Jon William Way and Kohinoor Way; 2. Installation of the .V-Calm" Speed Advisory sign on Kohinoor Way; 3. Additional enforcement during the morning and afternoon school related peak periods, and; 4. Further modification of the traffic signal timing on Deer Hollow Way at Peppercorn Drive/Jon William Way and Peach Tree Streetto discourage the use of Kohinoor Way and Jon William. 3. Reauest for Multi-Way StOD Sians - RoriDauah Road RECOMMENDATION: 3.1 That the PubliclTraffic Safety Commission deny the request for Multi-Way Stop Signs on Roripaugh Road and direct staff to implement the .V-Clam Speed Limit Advisory signs and continued enforcement of the posted speed limit by the Temecula Police Department. 4. Traffic Engineer's Report 5. Police Chiefs Report 6. Fire Chiefs Report ADJOURNMENT The next PubliclTraffic Safety Commission Workshop meeting will be held on Thursday, April 27, 2006 at 4:00 PM to adjourn to the regular meeting at 6:00 PM, Temecula City Hall, Council Chambers, 43200 Business Park Drive, Temecula, California. 2 r:\traffic\commissn\ag~nda\2006\032306 Agendalajp ITEM NO.1 MINUTES OF A REGULAR MEETING OF THE CITY OF TEMECULA PUBLICITRAFFIC SAFETY COMMISSION FEBRUARY 23, 2006 CALL TO ORDER The City of Temecula PublicfTraffic Safety Commission convened in a regular meeting at 6:00 p.m. on Thursday, February 23, 2006, in the City Council Chambers of Temecula City Hall, 43200 Business Park Drive, Temecula, Califomia. FLAG SALUTE Commissioner Arbogast led the audience in the Flag salute. ROLL CALL Present: Commissioners: Youmans. Lanier, Ramos, Jacobs, Arbogast, and Chairman Absent: None. PRESENTATIONS: Lieutenant Wait provided the Commission with a 12-minute video regarding the types of training TCC and CERT members have received, and invited the PublicfTraffic Safety Commission to attend a drill that will be held at Chaparral High School on Saturday, February 25,2006 at 10:00 a.m. The PublicfTraffic Safety Commission thanked Lieutenant Wait for a great program. Battalion Chief Patterson, Temecula Fire Department, provided the PublicfTraffic Safety Commission with an Update regarding MDC/Mobile Mapping Systems. The PublicfTraffic Safety Commission thanked Battalion Chief Patterson for the MDC/Mobile Mapping Systems update. PUBLIC COMMENTS A. Mr. Curt McDowell, Temecula, apprised the Commission of traffic issues created by Great Oak High School and requested that the concern be agendized for further discussion and possible resolution. B. Mr. Brian Cornellison, Temecula, expressed concern with the large amount of traffic congestion in the vicinity of Great Oak High School. C. . Mr. Kevin Shear, Temecula, expressed concern with the high rate of speed that is being traveled at near Great Oak High School, and requested a solution to the existing problem. R:IMinules\PublicTrafficSafetyCommission022306 1 D. Mr. Tim Robertson, Temecula, provided the Commission with a map quest of Roripaugh Road, advising that there have been problems with vehicles running stop signs, and requested that more stop signs be considered for installation. The Publicffraffic Safety Commission thanked the speakers for bringing their concerns to the Commission, and advised that they will seek to resolve the issues of concern. For the speakers, Principal Engineer Moghadam advised that staff is aware of the areas of concern and that the issues will be agendized for a future meeting. COMMISSION REPORTS A. Referencing a traffic citation that was received, Commissioner Jacobs commended Sergeant Pino for the professionalism of his traffic officers. B. Commissioner Ramos expressed concern with regard to a turn-right sign on westbound Winchester Road, and is of the opinion that the sign is old and should be removed. Commissioner Ramos also requested' that staff explore the possibility of installing a sign that alerts residents that making a right-turn on the southbound 1-15 exit, would be illegal. C. For the speakers, Commissioner Lanier suggested that they attend a Temecula Valley School Board meeting to voice their concerns with regard to traffic congestion created by Great Oak High School. D. Commissioner Arbogast informed the Commission that she had an opportunity to attend the Bank Robbery Workshop that was held on Tuesday, February 14, 2006, advising that it was well received. Ms. Arbogast also thanked the Police and Fire Department for hosting the Publicffraffic Safety Commission with regard to a tour at the Sheriff's Training Center. E. Chairman Youmans thanked staff for the Bank Robbery Workshop. COMMISSION CONSENT CALENDAR 1. Minutes of October 27.2005 and Januarv 26.2006 RECOMMENDATION: 1.1 Approve the Minutes of October 27, 2005. MOTION: Commissioner Ramos moved to approve Item No. 1.1. Commissioner Arbogast seconded the motion and voice vote reflected approval with the exceDtion of Chairman Youmans and Commissioner Lanier, who were absent. 1.2 Approve the Minutes of January 26, 2006. MOTION: Commissioner Lanier moved to approve Item No. 1.2. Commissioner Jacobs seconded the motion and voice vote reflected approval with the exceDtion of Commissioner Ramos who abstained. R:IMinuteslPublicTrafficSafetyCommission022306 2 2. Traffic Enaineer's ReDort Principal Engineer offered the following comments: . Referencing Commissioner Ramos' concern regarding the arrow signs westbound Winchester Road approaching Ynez Road, Principal Engineer Moghadam informed that the arrow signs will be removed in a week . . That staff requested that Cal Trans install a sign to emphasize that a right-turn on a red arrow would be prohibited, however Cal Trans has failed to give proper attention, but that staff would be willing to make another request. Commissioner Ramos suggested that at the time that staff requests a No Right-Turn sign from Cal Trans, that a carbon copy be submitted to a state assemblyman. . That a traffic signal will be installed at Sanborn and Jefferson Avenue in approximately six months . That staff ordered bollards for Nicholas Road and Winchester Road and will be installed in the near future . That the City Council approved the modification of traffic signal equipment on 79 South, Winchester Road, and the Redhawk area . That staff would be soliciting assistance from a consultant to help with the effort to upgrade the signal timing on Winchester Road, 79 South, and Rancho California Road . That the installation of signal-interconnect, conduit and cable from Margarita Road, Date Street to Winchester Road, will be nearing its completion within six months. Principal Engineer Moghadam advised the PublicfTraffic Safety Commission that the City Council meeting of Tuesday, March 14, 2006, has been rescheduled to the March 21, 2006. Commissioner Arbogast queried on the possibility of installing in-pavement flashing crosswalks for school zones that do not offer crossing-guards. In response to Commissioner Arbogast's query, Principal Engineer Moghadam noted that the PublicfTraffic Safety Commission has in the past, considered in-pavement flashing crosswalks, but found that the disadvantages outweighed the advantages; but that if it were the desire of the Commission, staff could explore the possibility of agendizing in-pavement flashing crosswalks for a future meeting. 3. Police Chiefs ReDort Sergeant Pino noted the following: R:IMinuteslPublicTrafficSafetyCommission022306 3 . That motor officer enforcement will be stepped up in the Redhawk area in the near future . That school zones are doing well and complaints are minimal . That the Stop Light Abuse Program (SLAP) administers 100 red light violations a week. 4. Fire Chiefs ReDort Battalion Fire Chief Deyo noted the following: . That there was a fire at Chaparral High School in wardrobe room, advising that the sprinkler system held the fire in-check . That the Fire Department would be looking forward to participating in the Temecula Citizen Corps drill. ADJOURNMENT At 7:30 p.m. Chairman Youmans formally adjourned this meeting to Thursday, March 23.2006 at 6:00 P.M., in the City Council Chambers, 43200 Business Park Drive, and Temecula. Chairman Gary Youmans Administrative Secretary Anita Pyle R:IMlnuteslPublicTrafficSafetyCommlsslon022306 4 ITEM NO.2 AGENDA REPORT TO: DATE: Publicffraffic Safety Commission ~AIi Moghadam, P.E., Principal Engineer, Traffic March 23, 2006 FROM: SUBJECT: Item 2 Traffic Conditions - Kohinoor Way and Jon William Way RECOMMENDATION: That the Publicffraffic Safety Commission recommend the following: 1. Installation of 25 mile per hour speed limit signs on Jon William Way and Kohinoor Way, 2. Installation of the "V-Calm" Speed Advisory sign on Kohinoor Way, 3. Additional enforcement during the morning and afternoon school related peak periods, and 4. Further modification of the traffic signal timing on Deer Hollow Way at Peppercorn Drive/Jon William Way and Peach Tree Street to discourage the use of Kohinoor Way and Jon William Way. BACKGROUND: At the meeting of February 23, 2006, the Publicffraffic Safety Commission received a request to review traffic conditions on Kohinoor Way and Jon William Way, to determine possible traffic calming alternatives to mitigate perceived traffic impacts created by Great Oak High School. Thel public has been notified of the PubliclTraffic Safety Commission's consideration of this issue through the agenda notification process and by writing. Kohinoor Way is a 40-foot wide residential street that functions as a residential collector providing access to residential units between Peach Tree Street and Deer" Hollow Way via Jon William Way. On-street parking is allowed on both sides of the roadway. The average daily traffic (ADT) volume on Kohinoor Way is approximately 566 east of Peach Tree Street. The prima facie speed limit is 25 MPH on Kohinoor Way, which is not currently posted. Jon William Way is a 40-foot wide residential street that functions as a residential collector providing access to residential units between Peach Tree Street and Deer Hollow Way via Kohinoor Way. On-street parking is allowed on both sides of the roadway. The average daily traffic (ADT) volume on Jon William Way is approximately 622 south of Deer Hollow Road. The prima facie speed limit is 25 MPH on Jon William Way, which is not currently posted. A concern expressed by the residents is that the neighborhood is experiencing excessive "cut- through" traffic on Kohinoor Way and Jon William Way during the morning and afternoon school peak periods. In order to validate these concerns, the residents collected peak hour traffic count data in September 2005 during a six (6) day period from September 16, 2005 through September 23, 2005. The volume data indicates that an average of 294 vehicles travel on both streets during r:\traffic\commissn\agenda\2006\0323\kohnoor-jonwilliam/ajp the moming peak period of 7-7:30 a.m., and an average of 144 vehicles during the aftemoon peak period of 2:35-2:55 p.m. The count data is included with the petition received from residents of The Estates at the Collection in Redhawk in November 2005 (Exhibit "B"). While the peak period volumes appear to be excessive to the residents, the volumes are consistent with those found in other residential neighborhoods that are located adjacent to schools. SubsequenUy, in September 2005, the City installed the "V-Calm" Speed Limit Advisory sign on Jon William to remind motorists of the 25 MPH prima facie speed limit and advise them of their speed of travel. To date, the "V-Calm" sign is still in place on Jon William Way. In addition to the sign installation, staff modified the traffic signal timing at two locations, which included the traffic signals on Deer Hollow Way at Peppercorn Drive/Jon William Way and Peach Tree Street. The signal timing modification consisted of providing additional green time on Deer Hollow Way, reducing the green time on Jon William Way and Peppercorn Drive (southbound through), and increasing the green time on all movements at the intersection of Deer Hollow Way and Peach Tree Street. The traffic signal timing adjustments were made to make it more convenient for school area traffic to access the arterial street system and to deter them from using the residential streets. In March 2006, traffic volume data was collected on Kohinoor Way and Jon William Way to determine vehicular travel patterns on both roadways. Copies of the five (5) day data collection are included as Exhibit "C". Additionally, in January 2006, the Temecula Police Department collected vehicular volume and speed data during a three (3) day period using the radar trailer. Copies of the Police Department's data are included as Exhibit "D". The table below summarizes the results of the data collected during both time periods. , LOeA TION 01/20-23/06 (PD) 03/08-12/06 Jon William Way south of Deer Volume N/A 321 (NB Only) Hollow Way Speed (85th%) 30 MPH (NB Only) 301 (SB Only) 30 MPH (SB Only) 622 ADT 30 MPH Kohinoor Way north of Peach Volume 395 (SB Only) 292 (EB Only) Tree Street Speed (85th%) 26 MPH 29 MPH (EB Only) 274 (WB Only) 29 MPH (WB Only) 566 ADT , 29 MPH As shown, the vehicular volume data collected indicates that the average daily traffic over a five (5) day period (including Saturday and Sunday) is 566 ADT on Kohinoor Way north of Peach Tree Street and 622 ADT over the same five (5) day period, on Jon William Way south of Deer Hollow Way. The vehicular speed data collected indicates that the 85th percentile speed on Kohinoor Way is 29 MPH and 30 MPH on Jon William Way. Although the 29 MPH and 30 MPH speed surveyed is higher than the 26 MPH speed found by the Police Department, the speeds are still consistent with vehicular speeds observed on other City streets such as, Via Cordoba, North General Keamy Road, and Roripaugh Road that are primarily residential, but function as residential collectors and are located adjacent to schools. 2 r:\traffic\commissn\agenda\2006\0323\kohnoor-jonwilliamlajp The residents have suggested an alternative that they believe would mitigate the perceived problem on Kohinoor Way and Jon William Way. The residents are suggesting the installation of barricade at the intersection of Peach Tree Street and Kohinoor Way/Primrose Street. The closure would be on the south leg of the intersection, on Primrose Street. The resident proposed closure would prevent vehicles from accessing Peach Tree Street or continuing north on Kohinoor Way and divert all school traffic back onto Pechanga Road, Pechanga Parkway and Deer Hollow Road. As the Commission is aware, the City Council is no longer embracing the idea of closing streets to mitigate perceived traffic impacts. Therefore, any type of street closure is not a viable solution since street closures set a precedent, cause similar traffic impacts to adjacent streets which eventually generate the same type of request at other locations. In the past, the Public/Traffic Safety Commission and the City Council have considered numerous traffic calming altematives for addressing perceived traffic impacts on residential streets. The City has experimented with speed humps, traffic circles, diverters, striping, and stop signs. The majority . of these experiments failed because they did not achieve the results that the residents were looking for by reducing vehicular speeds or eliminating "cut-through" traffic, and in some cases the residents did not like the inconvenience of the devices. As the Commission has found in the past, the one common denominator shared by all the neighborhoods experiencing impacts from adjacent schools is that the impact occurs only during a 30 minute window in the moming and afternoon school peak periods. During the remainder of the day, traffic is light to non-existent, as can be expected in a residential area. Given these conditions, and experience with traffic calming alternatives, the Commission has consistently determined that the use of full time traffic control devices is not appropriate for mitigating half hour impacts. In this case, the existing volume of 622 ADT and 566 ADT do not justify drastic measures, such as a road closure. It should be noted that for comparison purposes, the traffic volumes found on other streets, which are adjacent to schools or provide access to schools, are 1,900 ADT on Via Cordoba, 2,400 ADT on North General Kearny Road, and 2,570 on Roripaugh Road. These volumes are significantly higher than those found on Jon William Way and Kohinoor Way. For these reasons, staff recommends the installation of 25 mile per hour speed limit signs on Jon William Way and Kohinoor Way, implementation of the V-Calm Speed Limit Advisory signs on Kohinoor Way, additional enforcement during the morning and afternoon school related peak periods, and further modification of the traffic signal timing on Deer Hollow Way at Peppercorn Drive/Jon William Way and Peach tree Street to discourage the use of Kohinoor Way and Jon William Way. FISCAL IMPACT: None Attachment: 1. Exhibit "A" - Location Map 2. Exhibit "6" - Petition from The Estates at the Collection in Redhawk, November 11, 2005 3. Exhibit "CO - Vehicular Speed and Volume Data, March 2006 4. Exhibit "0" - Vehicular Speed and Volume Data, January 2006 3 r:\traffic\commissn\agenda\2006\0323\kohnoor-jonwilliamlajp EXHIBIT "A" LOCATION MAP I a. co :E co Q) ... <C .- - - ~ s::: o =2 s::: ... o o ;~. a. a. Q) a.. j o - - o J: ... Q) Q) c EXHIBIT "B" PETITION FROM THE ESTATES AT THE COLLECTION IN REDHAWK NOVEMBER 11, 2005 THE CANNON MANAGEMENT COMPANY 2900 Adams Street - Suite C200 - Riverside, CA 92504 - (951) 354-5365 March 7, 2006 A1i Moghadam City of Temecula P.O. Box 9033 Temecula, CA 92589-9033 RE: High School TraMel Traffic Signal Operation Dear Mr. Moghadam: The Board of Directors at the Rancho Madera Homeowners Association would like to thank you for your response to our letter dated November 28, 2005, expressing concerns about the high school traffic congestion and the traffic signal operation at the intersection of Redhawk Parkway and Peppercorn DrivelCaminito Avila. The Board of Directors would like to thank you for addressing the issue. The Board of Directors would like to advise you that although the traffic signal timing has been adjusted, the traffic congestion is still occurring. Please know that during the hours of 7:30 A.M. through 8:00 A.M. and 2:30 P.M. through 3:00 P.M. both of their entrance gates are blocked with high school traffic, making it very difficult for Rancho Madera homeowners to enter and exit the Association. The majority of the congestion occurs when vehicles going west on Redhawk Parkway are waiting to turn south on Peppercorn. To bypass the lengthy wait for a left turn at Peppercorn, many vehicles are turning right into the Association's entrance area at Peppercorn, driving around the keypad pillar and then waiting to go straight through the traffic light to Peppercorn. This is causing the entrance gates to be blocked for homeowners to enter and exit the Association. Additionally, vehicles going east on Redhawk Parkway are not able to turn left into the Association due to the congestion. The homeowners fear this traffic could interrupt any emergency vehicles needing to enter or exit the community during these times. The Board of Directors would like to request that the traffic signals be adjusted further to alleviate the traffic congeston. Due to the severity of this issue, the Board of Directors would greatly appreciate your immediate attention to this issue. Please call me if you have any questions. Thank you. Sincerely, c..~ Chris Bruggeman For the Board of Directors Rancho Madera Maintenance Association RECEIVED I MAR 1 0 2006 " CITY OF TeIW.C'" /" ENGINEERIN "",:I~ ~M " J RECEIVED FEe 0 9 2006 I CITY OF TEMECULA l"U8l.lC WORKS OEPARTMENT To: City of Temecula, Public Safety Traffic Commission From: The Estates at the Collection, Redhawk Date: ll/15/05 Reason: Neighborhood Traffic Issue Near Great Oak High School The Estates at the Collection in Redhawk is experiencing excessive thru traffic between Kohinoor Way and Jon William Way, just East of Great Oak High School. This traffic is directly related to the start and end of school hours, resulting in an additional 500+ cars a day, from 7-7:30am, and 2:35-2:55pm, Monday through Friday. Please review the graphic below, detailing a typical week of traffic through the neighborhood during these hours. 1_ Morning B::!JAfl:emoon -lr-Tota'l \ eo:J WJ 'IX) :nJ 200 100 0 16-Sep 331 :1 I 1 j ,I 1Q.Sep 2I).Sep 21-Sep 22.S.p 23-Sep In addition to the shear volume, is of course, the concern of safety. Already, in just the last two months, the following instances have occurred: a car was hit at the comer of Jon William and Kohinoor Way, and the driver failed to stop and take responsibility; and a reckless driving incident, when a car traveled so fast it failed to negotiate the left hand turn. That car went over.the curb onto the sidewalk, and blew out a tire (See pictures attached). Thankfully, no one was standing there, possibly with a child. <>>> Beginning next year, the problem is expected to increase sigirificantly. The reason for this is, the Great Oak High School student body is currently only at 1200 students, and is projecting another 500-700 students next year, with a maximum capacity 00,000 students. In addition to the safety and property issue already stated, the traffic contributes detrimentally to the neighborhood for the following reasons: . Child safety . Property damage . Increased noise . Excessive speeding . Constant U-Turns . Residents unable to exit driveways during peak traffic hours . Erratic driving by students . Decreased property values Please review this petition letter and attached signatures which reflect the neighborhood's concerns. The signatures are not endorsing any specific solution at this time, but are simply to communicate the neighborhood's collective concerns about excess thru traffic. The goal is for the neighborhood to work toward a solution with the City ofTemecula. Per this petition we are asking for a meeting to discuss any and aU potential options that can be deployed both in the short term and long term. Please contact either of the foUowing persons to schedule a meeting, so the neighborhood can work with city to better understand viable solutions. ~ Curt and Katie McDowen. 32766 Ruth Ct., Temecula, CA 92592. 951.695.4224 ~ Paul & JP Ruyle, 46362 Kohinoor Way, Temecula, CA 92592. 951.506.2820 Thank you. Cc: Temecula City Council Redhawk Community Association Enclosures ., g.~ c '" ....'" (1) -. ~1 ~ ~~ .() ,S--' \) C i3: ~;;;' Ul ~ ~ ~ Ol ~! ::> ~ (J") Q. ,",. t~ () Ol (')6- ~, (\l g o 0 ,,~ CD m ~ ;:s O! S' Z ~ 5' ~ \'. ~. ~ CD II 00Cl 3: 3 e:~ ~. ~ 11 C> CD ;>"ti , 0 6'< 0 Q..~ o '" ! Er ::+. ....'0 _. g, a. 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OO..cl ~ 1:j 000000000 000 ~ 0 m ro ~ w ~ ~ ~ N ~ ~ ~ S81:l11l8AjO J8QwnN r-- (') CD (') ll) (') V (') (') (') N (') ~ (') 0 (') Ol N. CO N r-- N ... ~ CD 0 N :I: ... ll) GI N a.. v III J! N :i (') N N N ~ N 0 N Ol ~ CO ~ r-- ~ CD ~ ll) ~ V ~ (') ~ SMART SURVEY INFO <46407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND> . <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/20 11:31> FILENAME: 0601201146407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND.DA T MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> TOTAL VEHICLES = 1195 AVERAGE SPEED = 20.64 TEN MILE PACE = 14 to 23 MINIMUM SPEED = 13 50th PERCENTILE = 20 MAXIMUM SPEED = 37 85th PERCENTILE = 26 ,irJ: ? ~t)~ END OF REPORT 70: .Jtf;/. ;2/h-r Ii ~l/ll/J/V~ e .g- n~/jJJ1A1 yzo}~ @ lit? ~JhL1 - f11l1/5# ;47}~ @ ///5 ~A/t/J#-Cj ~L .'~"', _ __ . .. ..' f . -~_::\_ .;\. '-": . -.- :- : ...../~iA?- ..4t.e401..ia/J-,Jc>ofl. W~. ; /I/~.f~~J-:L~ 7T.. 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SJe~ SMART SURVEY SUMMARY <46407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006101120 11:31> FILENAME: 0601201146407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND.DAT MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> TIME 11:30 11:45 12:00 12:15 12:30 12:45 13:00 13:15 13:30 13:45 14,00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 VBS. 10 7 18 24 79 47 21 5 7 3 12 9 9 6 15 13 10 1 AVe. 16.9 23.7 19.7 22.5 23.3 23.0 22.2 15.8 19.7 22.0 22.9 21.1 22.3 23.5 22.6 19.5 21.0 28.0 TIME VBS. AVG. 16:00 16:15 16:30 5 14 10 18.0 19.9 21.5 16:45 17:00 17:15 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 13 5 6 6 8 8 . 2 3 5 4 4 4 19.0 18.6 19.3 21.2 19.0 21.0 25.5 20.7 20.2 26.0 19.8 17.5 19:45 20:00 20:15 6 3 9 21.8 21.7 21.2 TIME 20:30 20:45 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 23:00 23:15 23:30 23:45 00:00 00:15 00:30 00:45 YES. 4 2 2 3 1 1 5 3 4 0 1 0 0 1 1 2 1 0 AVG. 23.8 20.0 23.0 20.7 24.0 13.0 21.8 25.0 22.0 0.0 24.0 0.0 0.0 20.0 21.0 30.0 21.0 0.0 TIME YES. AVG. TIME YES. AVG. TIME VBS. Ave. TIME VBS. AVG. 01:00 o 0.0 01:15 01:30 01:45 02:00 02:15 02:30 o 2 3 0 1 2 0.0 26.0 20.7 0.0 23.0 21.0 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 o 0 010 0 4 3 2 1 0 0.0 0.0 0.0 26.0 0.0 0.0 15.8 13.7 17.5 26.0 0.0 05:30 05:45 06:00 06:15 06:30 06:45 07:00 o 051 210 0.0 0.0 16.8 19.0 21.5 18.0 0.0 07:15 07:30 07:45 08:00 08:15 08:30 1 1 187 6 31.0 17.0 17.0 25.5 19.1 20.2 08:45 09:00 09:15 09:30 09:45 2 581 2 16.0 23.0 22.3 16.0 14.5 10:00 10:15 10:30 10:45 11:00 6 4 4 2 8 17.3 21.3 22.3 18.0 20.1 11:45 12:00'12:15 12:30 12:45 13:00 11 7 10 8 8 9 18.2 20.7 24.2 21.3 19.4 20.6 13:15 13:30 13:45 14:00 14:15 3 642 6 15.0 17.7 18.8 24.5 20.3 11:15 11:30 o 7 0.0 22.3 14:30 14:45 15:00 15:15 15:30 15:45 16:00 5 3 8 3 323 22.6 21.7 21.5 24.3 20.0 18.0 16.0 16:45 17:00 17:15 17:30 4 7 13 4 24.8 20.6 18.9 17.0 17:45 18:00 18:15 18:30 18:45 4 5 7 2 12 15.3 22.4 20.6 15.5 19.8 16:15 16:30 2 8 16.0 19.6 TIME 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 23:00 23:15 YES. 9 2 3 4 7 2 5 9 5 3 1 2 3 4 4 5 5 2 AVG. 20.2 18.5 21.7 23.5 20.0 19.5 20.8 18.1 19.6 17.7 29.0 20.0 20.3 19.5 15.3 21.0 23.8 18.0 TIME VBS. AVG. 23:30 o 0.0 23:45 00:00 00:15 00:30 00:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 2 2 1 1 1 0 0 0 301 0 1 2 000 23.0 20.5 33.0 25.0 16.0 0.0 0.0 0.0 20.7 0.0 25.0 0.0 15.0 20.5 0.0 0.0 0.0 TIME 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 VBS. 0 0 3 0 2 2 0 1 0 4 0 1 0 0 1 2 2 1 Ave. 0.0 0.0 18.3 0.0 17.0 15.0 0.0 17.0 0.0 19.3 0.0 19.0 0.0 0.0 27.0 22.0 14.5 15.0 TIME 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 12:00 12:15 12:30 12:45 YE.. 0 4 8 2 5 3 3 2 6 5 7 3 2 4 6 6 4 3 Ave. 0.0 20.3 21.3 20.0 24.6 19.7 23.7 17.5 18.8 20.8 22.7 24.7 24.0 15.5 15.2 20.2 20.8 21.3 TIME 13:00 13:15 13:30 13:45 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 YES. 4 5 8 8 9 1 5 5 8 5 4 10 5 5 10 7 4 4 AVG. 21.0 22.0 23.1 20.0 20.2 21.0 17.8 16.4 16.1 17.'8 16.5 18.3 18.8 22.0 24.2 23.4 21.3 18.0 TIME 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 21:30 21:45 VB.. 5 2 1 3 7 5 6 3 7 4 1 4 5 2 7 1 2 2 AVG. 17.4 18.5 18.0 18.7 20.0 22.2 16.2 20.3 18.9 18.8 19.0 26.0 17.8 23.0 23.4 34.0 25.0 21.5 <46407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/20 11:31> MIN SPEED ALLOWED <10> FILENAME: 06012011 46407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND.DAT MAX SPEED ALLOWED <100> TIME 22:00.22:1522:3022:4523:0023:1523:3023:4500:00 00:15 00:30 00:45 01:00 01:15 01:30 01:4502:0002:15 YEH. 1 2 1 2 0 1 1 1 0 1 0 0 0 0 0 0 0 0 AVG. 23.0 25.5 36.0 24.5 0.0 28.0 15.0 25.0 0.0 31.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TIME 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 . YEH. 0 0 0 0 1 0 1 0 0 2 0 1 4 3 4 1 3 1 AVG. 0.0 0.0 0.0 0.0 29.0 0.0 16.0 0.0 0.0 15.0 0.0 17.0 14.8 21.7 15.8 20.0 24.7 16.0 TIME .07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 YEH. 2 2 3 9 4 4 5 5 13 12 4 7 6 9 6 1 1 4 AVG. 24.5 14.0 17.0 17.7 16.5 17.0 20.6 18.0 18.3 17.8 19.8 21.3 22.3 16.6 23.2 26.0 23.0 17.0 TOTAL VEHICLES = 1195 AVERAGE SPEED = 20.64 TEN MILE PACE = 14 to 23 MINIMUM SPEED = 13 50th PERCENTILE = 20 MAXIMUM SPEED = 37 85th PERCENTILE = 26 END OF REPORT SMART SURVEY DETAILS Page 1 of 6 <46407 KOINOOR WAY NEAR PEACH TREE ST SOUTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/20 11 :31> FILENAME: 0601201146407 KOINOOR WAY NEAR MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 11:30 0 0 3 3 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 0 1 0 0 0 0 2 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 0 0 0 12:00 0 0 1 3 1 2 0 3 2 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 1 0 1 1 1 2 3 2 0 3 1 3 3 0 1 0 2 0 0 0 0 0 0 0 . 12:30 0 0 4 1 1 1 5 5 6 11 7 7 8 6 7 3 4 2 0 1 0 0 0 0 0 12:45 0 1 3 4 1 0 1 1 3 7 8 0 3 2 6 2 1 2 0 0 1 0 1 0 0 13:00 0 2 1 2 0 0 4 1 2 0 0 2 1 2 0 1 0 0 1 0 1 0 0 1 0 13:15 0 2 1 1. 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 1 1 1 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 1 0 2 1 0 0 0 1 1 0 0 2 3 0 0 1 0 0 0 0 0 0 0 14:15 0 0 1 2 0 1 1 0 0 0 0 2 1 0 0 0 0 0 0 0 1 0 0 0 0 14:30 0 1 0 1 0 1 1 0 0 0 0 1 1 1 0 0 1 1 0 0 0 0 0 0 0 14:45 0 0 0 0 0 1 0 0 1 0 1 1 0 1 0 0 1 0 0 0 0 0 0 0 0 15:00 0 1 0 0 1 0 0 2 2 4 1 0 0 2 1 0 0 0 0 0 0 0 0 1 0 15:15 0 0 4 0 0 2 1 1 1 1 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 15:30 1 1 0 0 0 1 0 1 0 2 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 16:00 0 0 1 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 1 1 0 3 0 1 0 1 2 1 1 1 1 0 0 0 1 0 0 0 0 0 0 0 0 16:30 1 1 0 0 0 0 1 1 1 1 2 0 0 0 1 0 0 0 0 0 1 0 0 0 0 16:45 0 3 1 2 0 0 1 1 1 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 2 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 1 0 0 2 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 1 1 0 1 0 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 17:45 1 0 2 0 0 0 1 1 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 18:00 1 1 0 0 1 0 0 0 1 0 1 1 1 0 0 0 0 0 1 0 0 0 0 0 0 18:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 o. 0 0 0 18:30. 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 1 0 0 0 1 0 0 1 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 19:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 19:15 0 0 0 1 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 0 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 0 0 2 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 0 20:00 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 20:15 0 1 0 0 1 1 0 0 0 2 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 20:30 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 20:45 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 21:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 21:15 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 21:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 1 0 0 1 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 22:15 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 22:30 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 22:45 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 23:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 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 23:30 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 23:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SMART SURVEY DETAILS Page 2 of 6 <46407 K01NOOR WAY NEAR PEACH TREE ST SOUTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/20 11:31> FILENAME: 0601201146407 KOINOOR WAY NEAR MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 00:00 0 0 0 0 0 0 0 0 1 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AGENDA REPORT TO: PublicfTraffic Safety Commission FROM: ~Ii Moghadam, P.E., Principal Engineer, Traffic March 23, 2006 DATE: SUBJECT: Item 3 Request for Multi-Way Stop Signs - Roripaugh Road RECOMMENDATION: That the PublicfTraffic Safety Commission deny the request for Multi-Way Stop Signs on Roripaugh Road and direct staff to implement the "V-Calm" Speed Limit Advisory signs and continued enforcement of the posted speed limit by the Temecula Police Department. BACKGROUND: At the meeting of February 23,2006, the PublicfTraffic Safety Commission received a request from Mr. Tim Robertson to review the feasibility of installing multi-way stop signs along Roripaugh Road to reduce vehicular volumes and speeds caused by cut-through traffic. The public has been notified of the PublicfTraffic Safety Commission's consideration of this issue through the agenda notification process and by writing. Roripaugh Road is a 44-foot wide residential street that functions as a residential collector providing direct access to numerous residential units between Winchester Road and Nicolas Road. On-street parking is allowed on both sides of the roadway. The average daily traffic (ADT) volume on Roripaugh Road is approximately 2,570 east of Starling Street, and 1,953 ADT south of Sweet Briar Circle. The speed limit is posted at 25 MPH on Roripaugh Road. In March 2006, traffic volume data was collected on Roripaugh Road and Senna Court to determine vehicular travel patterns. Copies of the five (5) day data collection are included as Exhibit "B". In addition to the March 2006 data, the T emecula Police Department collected vehicular volume and speed data during a four (4) day period in January 2006, using the radar trailer. Copies of the Police Department's data are included as Exhibit "Co. LOCA TION 01/13-17/061PDl 03/08-12/06 Roripaugh Road east of Starling Street Volume . NA 1,308 (NB Only) 1,262 (SB Only) . 2,570 ADT Roripaugh Road south of Sweet Briar Volume 1,356 (NB only) 972 (EB Only) Circle 981 (WB Only) Soeed (85th %) 1,953 ADT 30 MPH NA Senna Court west of Roripaugh Road Volume NA 77 (EB Only) 120 (WB Only) 197 ADT r:\traffic\commissn\agenda\2006\0323\roripaughroacIJajp As shown, the traffic volume data indicates that Roripaugh Road carries from 1,953 ADT to 2,570 ADT, between Winchester Road and Nicolas Road. Collectively, there are approximately 443 existing single family dwelling units in the Roripaugh Hills Development that can potentially generate a traffic volume of 4,430 ADT. This volume is based on a trip generation rate of 10 trips per day per dwelling unit. Although the perception is that there is a high volume of cut-through traffic, the total volumes shown on Roripaugh Road are consistent with those expected from the number of residential units within the community having access to Roripaugh Road. Moreover, it is staff's opinion that Roripaugh Road is being used as it was designed, to access arterial streets from a residential area. The data collected by the Police Department indicates that 85th percentile speeds do exceed the 25 MPH posted speed limit. However, the majority of drivers on Roripaugh Road do travel at reasonable and prudent s~eeds for conditions, which is indicated by the 50th percentile speed of 25 MPH. Moreover, the 85 percentile speeds observed on Roripaugh Road are consistent with vehicular speeds observed on other City streets such as, Via Cordoba, North General Kearny Road, Calle Medusa and Promenade Chardonnay Hills that are primarily residential, but function as residential collectors. In order to evaluate multi-way stop warrants entering vehicular volume data was evaluated at three (3) intersections along Roripaugh Road. The intersections are: Senna Court, Swallow Court and Sanderling Street. A multi-way stop warrant analysis was performed for each of the three intersections. 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 for the 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 1 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. 2 r:\trafflc\commlssn\agenda\2006\0323\roripaughroadlajp 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 controlleft-tum 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 each of the intersections indicates that the applicable warrant criteria is not satisfied and multi-way stop signs are not iustified on Roripaugh Road at any of the three locations evaluated. It is staff's position that multi-way stop signs should be recommended where there is strong evidence that overall traffic safety can be improved and should not be used solely for controlling vehicular speeds. Studies have shown that when stop signs are installed at locations that do not satisfy the minimum warrant criteria, they become ineffective traffic control devices. Thus, by installing signs at unwarranted locations, some drivers become conditioned to disregard traffic controls such as speed limits, stop signs, and signals. Those motorists who actually stop for the controls are forced to stop for no apparent reason. This often results in driver frustration and lack of respect to traffic control devices while doing nothing to address the real problem of speeding as our own studies have shown on Calle Medusa and Via Cordoba. The before and after studies conducted at these two locations have shown an increase in vehicular speeds between the stop sign locations, and increased noise levels from vehicles accelerating and decelerating. Moreover, the studies revealed that the majority of drivers "rolled" through the intersection, disregarding the stop controls. For these reasons, staff recommends denial of the request for multi-way stop signs on Roripaugh Road and recommends the implementation of the V-Calm Speed Limit Advisory signs and continued enforcement of the posted speed limit by the Temecula Police Department. FISCAL IMPACT: None. Attachment: 1. Exhibit "A" - Location Map 2. Exhibit "B" - Vehicular Volume Data, March 2006 3. Exhibit "C"- Vehicular Speed and Volume Data, January 2006 4. Exhibit "0" - Multi-Way Stop Warrant Analysis 3 r:\traffic\commissn\agenda\2006\0323\roripaughroad/ajp EXHIBIT "A" LOCATION MAP Winchester/N icolas/Roripaug h Area Map ~l EXHIBIT "B" VEHICULAR VOLUME DATA MARCH 2006 COUNTS UNLIMITED INC. Page 1 25424 JACLYN AVENUE TEROSOST MORENO VALLEY CA. 92557 Site Code: 0150984 CITY OF TEMECULA 951-247-6716 Date Start: 0B-Mar-Q6 ROROPAUGH ROAD Date End: 12-Mar-06 510 STARLING STREET 24 HR DIRECTIONAL VOLUME COUNT Start OB-Mar- NORTHBOUND Hour Totals SOUTHBOUND Hour Totals Combined Totals 06 Time Wed Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 1 17 3 20 12:15 0 21 2 18 12:30 0 17 1 13 12:45 0 30 85 3 18 9 69 10 154 01:00 1 19 0 13 01:15 1 25 0 13 01:30 0 10 0 14 01:45 . 1 20 3 74 2 19 2 59 5 133 02:00 0 11 0 18 02:15 0 11 1 22 02:30 1 35 0 47 02:45 0 15 72 0 57 144 2 216 03:00 1 19 0 30 03:15 1 19 0 38 03:30 1 37 0 34 03:45 .5 19 8 84 0 23 0 125 8 219 04:00 2 17 0 31 04:15 ..2 28 0 42 04:30 7 30 O. 39 04:45 - ,-- .--- .10 22 21 95 0 40 0 152 21 247 05:00 9 17 1 36 05:15 11 26 1 38 05:30 15 22 1 45 05:45 17 18 52 83 6 48 9 167 61 250 06:00 17 19 3 42 06:15 20 21 4 37 06:30 32 13 4 28 06:45 40 17 109 70 4 23 15 130 124 200 07:00 110 7 33 28 07:15 65 11 24 21 07:30 69 8 10 23 07:45 44 8 286 34 14 13 81 85 369 119 08:00 35 3 13 20 08:15 25 11 12 12 I 08:30 35 9 9 19 08:45 14 12 109 35 11 14 . 45 651 154 100 09:00 . 20 4 10 13 09:15 7 ;1 I 17 171 I 09:30 12 6 11 09:45 11 il 50 171 5 111 38 521 88 69 10:00 23 11 13 10:15 14 ~I I 10 ~I I 10:30 23 8 10:45 13 ~I 73 81 6 il 35 21 I 108 29 11:00 13 16 11:15 20 ~I I 10 ;1 I 11:30 21 14 11:45 16 01 70 41 12 01 52 61 122 10 Total 785 671 785 671 287 1075 287 1075 1072 1746 Combined 1456 1456 1362 1362 2818 Total AM Peak 07:00 07:00 Vol. 288 81 P.H.F. 0.655 0.614 PM Peak 03:30 05:15 Vol. 99 173 P.H.F. 0.669 0.759 Percentag 53.9% 46.1% 21.1% 78.9% e COUNTS UNLIMITED INC. Page 2 25424 JACL YN AVENUE TEROSOST MORENO VALLEY CA. 92557 Site Code: 0150984 CITY OF TEMECULA 951-247-6716 Date Start: 08-Mar-06 ROROPAUGH ROAD Date End: 12-Mar-06 SlO STARLING STREET 24 HR DIRECTIONAL VOLUME COUNT Start 09-Mar- NORTHBOUND Hour Totals SOUTHBOUND Hour Totals Combined Totals 06 Time Thu Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 0 14 2 13 12:15 0 15 1 12 12:30 0 18 0 18 12:45. 0 14 0 61 0 15 3 58 3 119 01:00 0 19 0 15 01:15 2 14 2 19 01:30 0 9 2 11 01:45 0 14 2 56 1 15 5 , 60 7 116 02:00 0 17 0 15 02:15 1 20 1 21 02:30 0 32 1 51 , - 02:45 2 28 3 97 1 45 3 132 6 229 03:00 0 20 1 40 03:15 0 25 0 35 03:30 1 25 1 38 03:45 3 19 4 89 0 35 2 148 6 237 04:00 8 24 1 28 04:15 3 18 0 38 04:30 9 34 0 35 04:45 5 28 25 104 0 53 1 154 26 258 05:00 11 22 0 41 05:15 5 23 2 50 05:30 22 24 0 46 05:45 16 15 54 84 3 33 5 170 59 254 06:00 19 20 3 42 ,08:15 16 12 4 31 08:30 34 18 3 35 06:45 47 13 116 63 8 25 18 133 134 196 07:00 114 15 41 28 07:15 78 14 21 17 07:30 57 14 10 20 07:45 49 11 298 54 10 19 82 841 380 138 08:00 40 7 14 25 08:15 18 13 10 12 I 08:30 25 5 10 15 08:45 21 7 104 32 9 23 43 751 147 107 09:00 17 9 8 17 09:15 26 6 6 14 I 09:30 18 5 13 9 . 09:45 12 3 73 23 3 7 30 47 103 70 10:00 14 4 8 5 '10:15 21 ~I 10 5 10:30 22 13 6 10:45 8 3 65 12 11 4 42 20 I 107 32 11:00 11 2 10 1 11:15 15 1 I 10 ~I I 11:30 17 0 6 11:45 24 11 67 41 15 31 41 81 108 12 , Total 811 679 811 ,679 275 1089 275 1089 1086 1768 Combined 1490 1490 1364 1364 2854 Total AM Peak 07:00 07:00 Vol. 298 82 P.H.F. 0.654 0.500 PM Peak 04:30 04:45 Vol. 107 190 P.H.F. 0.787 0.896 Percentag 54.4% 45.6% 20.2% 79.8% e COJJNTS UNLIMITED INC. 25424 JACL YN AVENUE MORENO VALLEY CA. 92557 951-247-6716 CITY OF TEMECULA ROROPAUGH ROAD SIO STARLING STREET 24 HR DIRECTIONAL VOLUME COUNT Start 1Q-Mar- NORTHBOUND 06 Hour Totals SOUTHBOUND Page 3 TEROSOST Site Code: 0150984 Date Start: 08-Mar-06 Date End: 12-Mar-Q6 Hour Totals Combined Totals Time Fri Mominn Afternoon Mominn Afternoon Mominn Afternoon Mominl] Afternoon Momina Afternoon 12:00 . . 0 15 2 13 12:15 . .- 1 9 2 17 12:30 0 25 0 15 . . .12:45 . 0 26 1 75 4 28 8 73 9 148 01:00 . 1 15 2 21 01:15 - . . 1 13 0 14 01:30 0 22 0 24 01:45 1 15 3 65 1 12 3 71 6 136 02:00 1 14 0 24 .02:15 - 0 23 0 47 02:30 2 45 0 85 02:45 2 20 5 102 0 101 0 257 5 359 03:00 2 23 1 48 03:15 . - . 0 23 1 47 03:30 2 26 1 30 03:45 .- . 0 21 4 93 1 38 4 163 8 256 04:00 3 20 0 42 04:15 4 32 2 27 04:30 9 22 0 30 04:45 5 24 21 98 0 33 2 132 23 230 05:00 11 28 1 47 05:15 8 28 2 52 05:30 21 23 1 43 05:45 . 18 29 58 108 2 32 6 174 84 282 06:00 17 34 2 35 06:15 19 15 5 20 06:30 26 21 7 35 08:45 60 18 122 88 10 21 24 111 146 199 07:00 104 11 24 23 07:15 58 12 28 29 07:30 65 13 11 19 07:45 67 14 294 50 17 26 80 97 374 147 08:00 31 8 18 16 08:15 29 4 14 11 I 08:30 25 7 11 12 08:45 30 6 115 25 11 19 54 581 169 83 09:00 23 5 9 12 09:1"5 20 ~I I 8 1~ I I 09:30 25 11 09:45 20 ~I 88 231 7 1~ I 35 461 123 69 10:00 17 12 10:15 13 10 1 11 1~ I I 10:30 12 2 15 10:45. . 16. 4 58 221 8 ~I 46 381 104 60 11:00 19 5 15 ... 11:15 .. 15 ~I I 11 ~I I 11:30 21 15 11:45 9 51 84 131 20 71 61 25 I 125 38 Total Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. Percentag . 833 1595 07:00 294 0.707 52.2% 762 833 1595 762 05:15 114 0.633 47.8% 323 1568 07:00 80 0.714 20.6% 1245 323 1568 1245 02:15 281 0.696 79.4% 1156 3163 2007 COUNTS UNLIMITED INC. Page 4 25424 JACL YN AVENUE TEROSOST MORENO VALLEY CA. 92557 Site Code: 0150984 CITY OF TEMECULA 951-247-6716 Date Start: 0S-Mar-06 ROROPAUGH ROAD Date End: 12-Mar-06 5/0 STARLING STREET 24 HR DIRECTIONAL VOLUME COUNT Start 11-Mar- NORTHBOUND Hour Totals SOUTHBOUND Hour Totals Combined Totals 06 Time Sat Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 2 17 8 23 12:15 3 16 14 20 12:30 4 21 3 14 12:45 5 29 14 83 5 17 30 74 44 157 01:00 2 20 4 30 .01:15. 2 25 1 20 01:30 1 20 1 22 01:45 0 20 5 85 1 30 7 102 12 187 02:00 0 16 2 23 02:15 0 13 1 15 02:30 2 14 1 20 02:45 0 21 2 84 2 17 6 75 8 139 03:00 0 20 1 21 03:15 0 .12 1 23 03:30 2 19 2 29 03:45 1 18 3 69 1 19 5 92 8 161 04:00 2 18 0 24 04:15 0 25 1 27 04:30 0 13 2 24 04:45 1 19 3 75 0 23 3 98 6 173 05:00 5 16 1 17 .05:15 2 17 0 17 05:30 4 15 0 17 05:45 2 14 13 62 1 23 2 74 15 136 06:00 8 14 1 15 06:15 8 18 3 17 06:30 9 13 2 16 06:45 11 11 36 56 3 29 9 77 45 133 07:00 7 13 3 19 07:15 12 8 5 14 07:30 15 8 8 16 . .07:45 13 3 47 32 5 10 21 59 68 91 08:00 14 2 5 15 08:15 18 14 6 14 1 08:30 13 11 4 19 08:45 14 4 59 31 7 14 22 621 81 93 09:00 22 12 10 15 69:15 19 5 8 10 1 09:30 19 3 6 10 09:45 27 3. 87 23 20 7 44 42 131 65 10:00 17 10 11 11 10:15 29 ~I 12 5 10:30 22 23 13 10:45 18 1~ I 86 33 21 8 67 37 153 70 11:00 29 19 9 11:15 20 ~I 18 ~I I 11:30 23 21 11: 28 2 100 11 14 3 72 24 172 35 Total 455 624 455 624 288 816 288 816 743 1440 Combined 1079 1079 1104 1104 2183 Total AM Peak 11:00 10:30 Vol. 100 81 P.H.F. 0.862 0.880 PM Peak 00:30 01:00 Vol. 95 102 P.H.F. 0.819 0.850 percentag 42.2% 57.8% 26.1% 73.9% e COUNTS UNLIMITED INC. Page 5 25424 JACL YN AVENUE TEROSOST MORENO VALLEY CA. 92557 Site Code: 0150984 CITY OF TEMECULA 951-247-6716 Date Start: 08-Mar-06 ROROPAUGH ROAD Date End: 12-Mar-D6 SIO STARLING STREET 24 HR DIRECTIONAL VOLUME COUNT Start 12-Mar- NORTHBOUND Hour Totals SOUTHBOUND Hour Totals Combined Totals 06 Time Sun Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 4 19 7 10 _ 12:15 5 9 3 28 12:30 1 18 5 21 12:45 2. 15 12 61 5 9 20 68 32 129 01:00 3 18 3 15 01:15. 1 18 6 14 01:30 1 21 1 23 01:45 2 25 7 82 1 17 11 69 18 151 02:00 0 18 2 23 02:15 0 12 1 21 02:30 0 17 1 16 02:45 1 18 65 0 14 4 74 5 139 03:00 0 14 1 16 03:15.... 1 16 0 20 03:30 1 14 2 17 03:45 1 13 3 57 0 17 3 70 6 127 04:00 0 13 0 24 04:15 3 17 0 16 04:30 1 13 0 17 04:45 2 20' 6 63 0 24 0 81 6 144 05:00 4 12 0 17 05:15 1 8 0 17 05:30 2. 20 0 19 05:45 2 13 9 53 2 20 2 73 11 126 06:00 9 15 0 14 06:15 7 8 0 15 06:30 3 12 2 15 06:45 8 9 27 44 2 20 4 64 31 108 07:00 5 7 2 16 07:15 4 13 2 22 07:30 7 4 4 11 .07:45 12 4 28 28 1 1~ I 9 57 37 85 08:00 8 11 5 08:15 16 4 9 13 08:30 18 6 7 9 08:45 19 5 59 26 11 15 32 48 91 74 09:00 .24 5 13 9 09:15 11 3 5 9 I 09:30 24 4 13 10 09:45 17 10 76 22 11 9 42 371 118 59 10:00 21 1 8 4 10:15 25 2 I 12 7 10:30 19 2 16 3 10:45 17 0 82 51 16 ~I 52 17 134 22 11:00 28 2 10 11:15 29 2 I 16 ~I I 11:30 22 0 20 11:45 17 2 96 6 21 2 67 8 163 14 Total 406 512 406 512 246 666 246 666 . 652 1178 Combined 918 918 912 912 1830 Total AM Peak 10:45 11:00 Vol. 96 67 P.H.F. 0.828 0.798 PM Peak 01:00 01:30 Vol. 82 84 P.H.F. 0.820 0.750 Percentag 44.2% 55.8% 27.0% 73.0% e ADT/AAD ADT 2,570 AADT 2,570 T COUNTS UNLIMITED INC. Pagel 25424 JACL YN AVENUE TEROWOSW MORENO VALLEY CA. 92557 Site Code: 0150983 CITY OF TEMECULA 951-247-6716 Date Start: 08-Mar-06 RORIPAUGH ROAD Date End: 12-Mar-06 WIO SWEETBRIAR CIRCLE 24 HR DIRECTIONAL VOLUME COUNT Start OS-Mar- EASTBOUND Hour Totals WESTBOUND Hour Totals Combined Totals 06 Time Wed Mornin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 1 20 1 15 12:15 0 17 0 17 .12:30 2 9 0 20 12:45 1 10 4 56 0 22 1 74 5 130 01:00 1 9 3 21 01:15 0 14 0 12 01:30 0 7 0 12 -01:45 0 18 48 0 11 3 56 4 104 02:00 0 16 0 9 02:15 0 14 0 12 02:30 0 49 1 44 02:45 2 71 2 150 1 34 2 99 4 249 03:00 1 35 0 14 03:15 0 35 2 43 03:30 2 29 1 33 ..03:45 0 22 .3 121 4 16 7 106 10 227 04:00 0 30 1 28 04:15 0 34 0 25 04:30 0 30 3 25 04:45 0 28 0 122 2 13 6 91 6 213 05:00 2 24 2 15 05:15 0 28 4 24 05:30 3 29 7 15 05:45 .4 23 9 104 5 12 18 66 27 170 06:00 1 22 4 22 06:15 3 27 10 18 06:30 6 26 22 14 08:45 8 17 18 92 35 13 71 67 89 159 07:00 20 19 96 7 07:15 23 12 44 6 07:30 16 17 47 5 07:45 18 9 77 57 36 9 223 27 300 84 08:00 19 9 20 10 08:15 17 14 15 8 08:30 27 10 24 8 08:45 9 7 72 40 18 9 77 35 149 75 09:00 4 9 20 2 09:15 11 9 4 4 I 09:30 7 7 8 2 09:45 6 3 28 28 9 2 41 10 I 69 38 10:00 11 8 8 4 10:15 10 1 12 3 I 10:30 .8 5 9 4 10:45 4 1 33 15 7 ~ I 36 121 69 27 11:00 9 3 7 11:15 9 1 I 14 ~I 11:30 8 2 13 11:45 5 0 31 6 13 0 47 3 78 9 Total 278 839 278 839 532 546 532 846 810 1485 Combined 1117 1117 1178 1178 2295 Total AM Peak 07:45 07:00 Vol. 81 223 P.H.F. 0.750 0.581 PM Peak 02:30 02:30 Vol. 190 135 P.H.F. 0.669 0.767 Percentag 24.9% 75.1% 45.2% 54.8% e CITY OF TEMECULA RORIPAUGH ROAD WIO SWEETBRIAR CIRCLE 24 HR DIRECTIONAL VOLUME COUNT Start 09-Mar- EASTBOUND 06 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Page 2 TEROWOSW Site Code: 0150983 Date Start: 08-Mar'()6 . Date End: 12-Mar-06 Hour Totals WESTBOUND Hour Totals Combined Totals Time Thu Momina Afternoon Mominn Afternoon Momina Afternoon Momina Afternoon Mominn Afternoon 12:00 1 14 0 12 12:15 0 11 1 11 12:30 0 8 - 0 15 12:45 0 7 1 40 1 9 2 47 3 87 01:00 0 6 0 16 01:15 . . 1 10 2 4 01:30 0 9 0 8 01:45 . 0 9 1 34 0 11 2 39 3 73 - 02:00 0 15 0 16 .. . .02:15 1. 17 1 14 02:30 0 49 0 35 02:45 ,--- 0 57 1 138 2 40 3 105 4 243 03:00 1 52 1 13 03:15 1 22 . 1 41 03:30 0 25 0 29 03:45 1 30 3. 129 0 18 2 101 5 230 04:00 1 18 1 20 04:15 - -"- 2 21 1 21 04:30 0 19 2 28 04:45 0 43 .3 101 0 17 4 86 7 187 05:00 0 28 5 17 05:15 2 38 3 21 05:30 0 33 8 21 05:45. 5 26 7 125 5 20 21 79 28 204 06:00 3 35 8 11 06:15 3 20 . 9 23 06:30 5 23 16 9 06:45 12 23 23 101 36 16 69 59 92 160 07:00 34 12 119 7 07:15 22 10 40 8 07:30 13 9 64 6 07:45 17. 12 . . 86 43 33 8 256 29 342 72 08:00 13 14 21 10 06:15 15 10 13 6 08:30 26 8 22 5 08:45. 13 11 67 43 24 9 80 30 147 73 09:00 12 6 17 5 .09:15 . 6 5 12 7 09:30 6 5 10 1 09:45 '0 6. 4 30 20 10 4 49 17 79 37 - 10:00 4 6 9 7 ... . .10:15 . . 10 .. ~I 11 4 .19:30. 17 11 2 10:45 . - ~ -- 11 fl 42 14/ 8 4 39 171 81 31 11:00 9 5 1 11:15. 9 J 10 2 I 11:30 9 13 1 11"45 8 35 21 2 49 61 64 11 Total Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. 299 1092 07:00 88 0.632 793 299 1092 793 576 1191 06:45 259 0.544 615 576 1191 615 875 2283 1408 02:30 180 0.789 02:30 129 0.787 Peroentag e 27.4% 72.6% 48.4% 51.6% COUNTS UNLIMITED INC. . Page 3 . 25424 JACLYN AVENUE TEROWOSW MORENO VALLEY CA. 92557 Site Code: 0150983 CITY OF TEMECULA 951-247-6716 Date Start: 08-Mar-D6 RORIPAUGH ROAD Date End: 12-Mar-06 WIO SWEETBRIAR CIRCLE 24 HR DIRECTIONAL VOLUME COUNT Start 10-Mar- EASTBOUND Hour Totals WESTBOUND Hour Totals Combined Totals 06 Time Fri Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon 12:00 2 13 3 11 12:15 . 1 9 1 10 12:30 0 13 0 22 12:45 3 12 6 47 1 16 5 59 11 .106 01:00 2 15 2 12 01:15 0 13 0 10 01:30 0 14 0 10 91:45. 0 11 2 53 0 8 2 40 4 93 02:00 0 13 1 13 02:15 0 40 1 20 .02:30 0 89 1 51 .02:45 0 114 0 256 0 28 3 110 3 366 03:00 1 56 2 23 03:15 1 31 1 30 03:30 2 23 0 30 03:45 1 30 5 140 0 24 3 107 8 247 04:00 1 29 1 21 .04:15 0 .19. 0 29 04:30 2 20 2 19 04:45 0 22 3 90 4 15 7 84 10 174 05:00 1 28 3 15 05:15 3 31 3 13 05:30 2 27 11 25 05:45 5 22 11 108 7 16 24 69 35 177 06:00 5 27 7 15 06:15 3 14 5 22 06:30 7 18 17 15 06:45 13 25 28 84 51 17 80 69 108 153 07:00 23 14 83 8 07:15 32 15 48 13 07:30 17 14 58 8 07:45 24 13 96 56 53 7 242 36 338 92 08:00 16 9 16 11 08:15 18. 7 19 6 08:30 30 9 25 5 .06:45 12 12 76 37 34 7 94 29 170 66 09:00 6 10 18 5 09:15 .10 6 12. 3 1 09:30 4 5 16 4 09:45 10 3 30 24. 12 4 58 181 88 40 10:00 6 7 11 10 10:15 10 5 10 ~I 1 10:30 14 10 12 10:45 11 ~I 41 281 11 ~I 44 181 85 46 11:00 7 11 11:15 14 5 I 10 ~I 11:30 9 3 14 11:45 13 4 43 .16 15 4 50 17 93 33 Total 341 939 341 939 612 654 612 654 953 1593 Combined 1280 1280 1266 1266 2546 Total AM Peak 07:00 07:00 Vol. 96 242 P.H.F. 0.750 0.729 PM Peak 02:15 02:30 Vol. 299 130 P.H.F. 0.656 0.637 Percentag 26.6% 73.4% 48.3% 51.7% e COUNTS UNLIMITED INC. Page 4 25424 JACLYN AVENUE TEROWOSW MORENO VALLEY CA. 92557 Site Code: 0150983 CITY OF TEMECULA 951-247-6716 Date Start: 08-Mar-06 RORIPAUGH ROAD Date End: 12-Mar-06 WIO SWEETBRIAR CIRCLE 24 HR DIRECTIONAL VOLUME COUNT Start ll-Mar- EASTBOUND Hour Totals WESTBOUND Hour Totals Combined Totals 06 Time Sat Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Aftemoon 12:00 4 17 2 11 12:15 6 14 1 15 12:30 1 14 1 13 .12:45 1 13 12 58 2 19 6 58 18 116 01:00 0 15 3 20 01:15 0 9 1 9 01:30 1 19 1 13 01:45 2 9 3 52 1 15 6 57 9 109 02:00 0 19 1 7 02:15 1 11 . 0 14 02:30 0 11 0 13 02:45 0 13 54 0 8 42 2 96 03:00 1 27 2 19 03:15 1 16 1 11 03:30 2 24 3 11 03:45 1 15 5 82 0 15 6 56 11 138 04:00 1 17 0 19 04:15 1 13 1 4 04:30 2 16 0 12 " 04:45 1. 11 5 57 1 8 2 43 7 100 05:00 0 12 3 15 05:15 2 16 2 12 05:30 0 15 3 11 05:45 1 14 3 57 2 9 10 47 13 104 06:00 0 12 2 9 06:15 4 10 4 8 06:30 1 7 4 10 06:45 2 17 7 46 7 5 17 32 24 78 07:00 2 11 4 11 07:15 2 13 3 7 07:30 5 7 6 5 07:45 3 8 12 39 4 5 17 28 29 67 08:00 2 6 8 2 08:15 3 11 11 13 08:30 3 9 8 7 08:45 7 4 15 30 6 10 33 32 48 62 09:00 9 7 11 6 09:15 9 ~I 1 10 4 1 09:30 9 6 5 .09:45 18 3 45 21 13 4 40 191 55 40 10:00 6 7 6 4 10:15 13 5 20 9 1 10:30 10 5 9 4 10:45 20 .6 49 23 6 ~I 41 21 I 90 44 11:99 11 9 15 11:15 6 ~I I 14 ~I 1 11:30 15 8 11:45 12 21 44 171 18 11 55 10 1 99 27 Total 201 536 201 536 234 445" 234 445 435 981 Combined 737 737 679 679 1416 Total AM Peak 10:15 11:00 Vol. 54 55 P.H.F. 0.675 0.688 PM Peak 03:00 00:15 Vol. 82 67 P.H.F. 0.759 0.838 Percentag 27.3% 72.7% 34.5% 65.5% e COUNTS UNLIMITED INC. . Page 5 25424 JACL YN AVENUE TEROWOSW MORENO VALLEY CA. 92557 Site Code: 0150983 . CITY OF TEMECULA 951-247-8716 Date Start: 08-Mar-06 RORIPAUGH ROAD Data End: 12-Mar-06 W/O SWEETBRIAR CIRCLE 24 HR DIRECTIONAL VOLUME COUNT Start 12-Mar- EASTBOUND Hour Totals WESTBOUND Hour Totals Combined Totals 06 Time Sun Momin Afternoon Momin Afternoon Momin Afternoon Momin Afternoon Momin Aftemoon 12:00 6 6 4 12 12:15 2 18 4 18 12:30 1 15 0 10 _12:45. L 11 10 50 1 13 g 53 19 103 01:00 0 12 4 13 01:15. 3 10 0 19 01:30 2 12 0 11 .01 :45 H. 0 8 5 40 4 15 8 58 13 98 02:00 5 22 0 13 02:.15 2 .15 0 6 02:30 0 12 1 12 02:45 1 14 8 63 1 12 2 43 10 106 03:00 0 6 0 14 03:15. 3 11 1 9 03:30 2 12 1 9 03:45 0 14 5 43 2 9 4 41 9 84 04:00 0 19 0 14 04:15 . 0 14 0 15 ~:30 0 16 0 9 04:45 0 17 0 66 1 13 1 51 117 05:00 0 11 3 7 05:15 .2 13 0 4 05:30 0 14 0 16 05:45 1 8 3 46 1 9 4 36 7 82 06:00 1 13 4 13 06:15 1 10 1 9 06:30 1 8 2 10 06:45 2 12 5 43 2 4 9 36 14 79 07:00 0 9 2 10 07:15 2 6 5 8 07:30 5 10 4 5 07:45 2 11 9 36 3 7 14 30 23 66 06:00 3 11 2 6 06:15 6 8 5 3 08:30 3 3 6 5 08:45 8 4 20 .26 7 2 20 16 40 42 09:00 5 7 8 2 09:16. 6. ~I 8 0 I 09:30 5 7 4 09:45 7. __ n 23 21 10 ~I 33 13 56 34 10:00 10 8 . 10:15 8 4 11 1 10:30 11 1 14 0 10:45 14 3 43 151 17 0 50 51 93 20 11:00 7 1 15 3 11:15 12 ~I I 13 ~I I 11:30 10 14 11:45 18 21 47 61 8. 11 50 51 97 11 Total 178 455 178 455 204 387 204 387 382 842 Combined 633 633 591 591 1224 Total AM Peak 11:00 10:30 Vol. 47 59 P.H.F. 0.653 0.868 PM Peak 04:00 01:00 Vol. 66 58 P.H.F. 0.750 0.763 percentag 28.1% 71.9% 34.5% 65.5% e ADT/AAD ADT 1,953 AADT 1,953 T CITY OF TEMECULA NlS: SENNA COURT E1W: RORIPAUGH ROAD 24 HR ENTERING VOLUME COUNT Start OB-Mar. EASTBOUND 06 COUNTS UNLIMITED INC. 25424 JACL YN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Pagel TESEROEW Site Code: 0150912750 Date Start: 08-Mar-08 Date End: 12-Mar-06 Hour Totals WESTBOUND Hour Totals Combined Totals Time Wed Mornina Afternoon Mornino Aftemoon Mominn Afternoon Mominn Afternoon Mominn Afternoon . 12:00 0 1 0 5 12:15 0 0 0 10 12:30 0 1 0 1 .12:45 0 0 0 2 0 0 0 16 0 18 01:00 0 1 0 2 01:15 0 1 0 4 01:30 0 0 0 3 01:45 - 0 1 .0 3 0 0 0 9 0 12 02:00 0 1 0 5 02:15 . .0 1 0 2 02:30 0 2 0 1 . 02:45 - . .1 3 1 7 1 0 1 8 2 15 03:00 0 5 0 2 03:15 .0 1 2 2 - 03:30 0 2 1 6 03:45 1 1 1 9 0 4 3 14 4 23 04:00 0 0 0 1 04:15 0 1 0 6 04:30 0 1 0 4 04:45 .. . 0 2 0 4 0 1 0 12 0 16 05:00 0 1 1 2 . 05:15 1 . 2 1 2 05:30 0 2 0 4 05:45 n . -. 0 1 1 6 1 2 3 10 4 16 06:00 1 1 1 0 06:15 O. 1 3 0 . . 06:30 - 1 1 2 1 - .06:45 - 3 2 5 5 5 2 11 3 16 8 07:00 1 3 4 1 07:15 1 3 3 0 07:30 5 0 3 0 07:45 2 0 .9 6 2 1 12 2 21 8 08:00 5 0 4 0 08:15 - .. O. 0 0 0 08:30 2 1 4 0 08:45 2 . 0 9 1 2 3 10 3 19 4 09:00 0 2 0 1 09:15 0 2 1 1 09:30 3 0 1 0 09:45 u 0 ~I 3 4 2 1 4 31 7 7 10:00 0 0 0 10:15 2 ~I 1 ~I 1 10:30 3 2 10:45 ..1 ~I 6 0 0 ~I 3 21 9 2 .11:00 0 0 . 11:15 2 . ~I I 7 ~I 1 11:30 2 1. 11:45 2 01 6 01 0 01 8 1 1 14 1 Total 41 47 41 47 55 83 55 83 96 130 Combined 88 88 138 138 226 Total AM Peak 07:15 06:45 Vol. 13 15 P.H.F. 0.650 0.536 PM Peak 02:15 03:30 Vol. 11 17 P.H.F. 0.550 0.425 Percentag 46.6% 53.4% 39.9% 60.1% e COUNTS UNLIMITED INC. 25424 JACL YN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Page 2 TESEROEW Site Code: 0150912750 Date Start: 08-Mar-06 Date End: 12-Mar-06 CITY OF TEMECULA N1S: SENNA COURT EIW: RORIPAUGH ROAD 24 HR ENTERING VOLUME COUNT Start OS-Mar- EASTBOUND 06 Time Thu Mominn Afternoon Momlnn Afternoon Mominn Afternoon Mominn Afternoon Mominn Afternoon 12:00 0 1 0 4 12:15 0 . 1 0 1 12:30 0 3 0 0 12:45 . . 0 3 0 8 0 1 0 6 0 14 01:00 0 1 0 1 01:15 0 3 0 0 01:30 0 0 0 0 01:<15 0 1 0 5 0 0 0 1 0 6 02:00 0 0 0 1 . . 02:15 . 0 2 1 0 02:30 . 0 1 0 0 02:45 . 0 0 0 3 0 2 1 3 1 6 03:00 0 0 0 2 03:15 1 O. . 1 4 03:30 0 3 2 3 03:45 3 1 4 4 2 1 5 10 9 14 04:00 0 0 0 5 04:15 u 0 0 0 3 . 04:30 0 0 0 1 . 04:45 . 0 2 0 2 0 0 0 9 0 11 05:00 1 1 1 0 05:15 0 5 0 3 05:30 0 0 0 1 . 05:45 . 2 . 0 3 6 0 3 1 7 4 13 06:00 2 3 1 2 06:15 0 2 2 0 06:30 1 5 3 1 06:45 2 2 5 12 4 1 10 4 15 16 07:00 1 2 7 0 07:15 1 1 2 4 07:30 2 0 4 1 07:45 0 .. 0 4 3 1 2 14 7 18 10 08:00 4 0 0 3 . . 08:15 .. 2 0 0 1 08:30 1 1 4 1 08:45. .. 2 0 .9 1 1 0 5 5 14 .6 09:00 0 0 1 0 09:15 2 1 1 1 0 09:30 1 0 4 0 09:45 .. 1 0 .. 4 11 3 ~I 9 01 13 1 10:00 0 0 0 10:15 O. 0 2 ~I 10:30 1 0 2 10:45 .. 2 0 3 0 0 ~I 4 2 7 2 11:00 1 0 4 .11:15. .. .1 0 I 0 ~I 1 11:30 3 0 0 11:45 2 01 7 01 5 01 9 1 1 16 1 Total Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. Percentag e , Hour Totals 39 84 08:00 9 0.563 45 45 39 84 06:00 12 0.600 46.4% 53.6% WESTBOUND 58 113 06:45 17 0.607 51.3% Hour Totals Combined Totals 55 55 100 58 113 97 197 03:15 13 0.650 48.7% CITY OF TEMECULA NlS: SENNA COURT ENV: RORIPAUGH ROAD 24 HR ENTERING VOLUME COUNT Start 1lJ..Mar- EASTBOUND 06 COUNTS UNLIMITED INC. 25424 JACLYN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Page 3 TESEROEW Site Code: 0150912750 Date Start: 06-Mar-06 Date End: 12-Mar-06 Hour Totals WESTBOUND Hour Totals Combined Totals Time Fri Momina Afternoon Momina Afternoon Mornina Afternoon Mominn Afternoon Mominn Afternoon 12:00 0 .. 4 0 6 12:15 .. 0 0 0 1 12:30 0 2 0 1 12:45 0 . 0 0 6 0 9 0 17 0 23 01:00 0 1 0 6 01:15 0 1 0 0 01:30 0 0 0 0 01:45 0 1 0 3 0 1 0 7 0 10 02:00 0 1 0 0 02:15 . 0 1 0 3 . 02:30 . 0 0 0 2 .. 02:45 0 2 0 4 2 1 2 6 2 10 03:00 0 1 1 3 03:15 0 2 0 0 03:30 1 0 1 4 03:45 2 0 3 3 1 4 3 11 6 14 04:00 0 4 2 3 04:15 - 0 1 0 3 04:30 0 0 1 9 .04:45 . . 0 0 0 5 0 0 3 15 3 20 05:00 1 4 1 3 05:15 0 . 1 0 2 05:30 0 2 0 0 05:45 1 1 2 6 0 2 1 7 3 15 06:00 0 4 4 0 06:15 1 2 2 2 06:30 2 1 2 3 06:45 2 1 5 6 3 0 11 5 16 13 07:00 3 0 4 2 07:15 2 1 6 3 07:30 2 1 4 2 07:45 2 1 9 3 4 gl 18 7 27 10 08:00 .2 0 0 .. 08:15 5 1 4 0 08:30 2 1 2 0 08:45 1 . 0 10 2 1 0 7 0 17 2 09:00 2 1 2 1 .09:15 0 0 I 4 gl I 09:30 1. 0 2 09:45 - 1 gl 4 11 3 ~I 11 31 15 4 10:00 0 2 10:15 . 2 1 I 2 1 I 10:30 4 0 1 0 . 10:45 .. .. 3 0 9 11 0 0 5 11 14 2 11:00 5 0 2 0 11:15 0 ~I 01 0 2 J 11:30 1 4 0 11:45 1 7 3 0 9 16 2 Total Combined Total AM Peak Vol. P.H.F. PM Peak Vol. P.H.F. 49 44 49 44 70 81 70 61 119 125 93 93 151 151 244 10:15 07:00 14 16 0.700' 0.750 05:30 03:45 9 19 0.563 0.526 52.7% 47.3% 46.4% 53.6% Percentag e CITY OF TEMECULA N1S: SENNA COURT E/W: RORIPAUGH ROAD 24 HR ENTERING VOLUME COUNT Start 11-Mar- EASTBOUND 06 COUNTS UNLIMITED INC. 25424 JACL YN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Hour Totals WESTBOUND Hour Totals Page 4 TESEROEW Site Code: 0150912750 Date Start: 08-Mar-Q6 Date End: 12-Mar-Q6 Combined Totals Time Sat Mominn Afternoon Mominn Afternoon Mominn Afternoon Mominn Afternoon Momlnn Afternoon 12:00 , " , 0 1 0 2 ., J2:15 , -- 0 1 0 1 - 12:30 , 0 1 2 4 I ,12:45 1 3 1 6 2 3 4 10 5 16 .. , - 01:00 0 1 0 4 01:15 - 0 0 0 5 01:30 0 0 O. 2 01:45 , 0 0 0 1 0 4 0 15 0 16 02:00 0 0 0 1 02:15, 0 1 0 1 02:30 0 1 0 3 02:45 -. -- 0 0 , 0 2 0 1 .0 6 0 8 . ' 03:00 0 0 0 6 03:15 ,0 2 0 2 03:30 0 2 0 5 c , 03:45 ,0 1 0 5 0 3 0 16 0 21 - 04:00 0 0 1 0 04:15 - 1, 1 1 3 04:30 1 0 - 0 1 p.4:45 ,0 2 2 3 0 1 2 5 4 8 05:00 1 1 0 2 05:15 1 - 1 2 0 05:30 0 0 0 1 05:45 0 0 ,2, 2 0 0 2 3 4 5 06:00 0 1 1 1 06:15 0 2 3 2 06:30 0 0 0 1 06:45 0 2 0 5 1 2 5 6 5 11 07:00 1 1 0 5 .07:15 0 1 2 0 07:30 2 1 0 0 07:45 1 0 4 3 0 1 2 6 6 9 08:00 0 0 0 3 ,,08:15 1. 1 0 0 I 08:30 0 2 2 0 ,08:45 1 0 2, 3 2 0 4 31 6 6 09:00 1 0 0 0 09:15 1 0 I 0 ~I I 09:30 , 4 0 0 09:45 0 1 6 11 1 0 1 1 I 7 2 10:00 2 0 4 0 10:15 , 2 ~I 0 0 I 10:30 2 2 0 , 10:45 - 1 ~I 7 0 0 gl 6 51 13 5 11:00 1 4 11:15 1 gl -- 2 gl 01 11:;30 3 1 11:45 4 9 0 2 9 18 0 Total 33 31 33 31 35 76 35 76 68 107 Combined 64 64 111 111 175 Total AM Peak 11:00 11:00 Vol. 9 9 P.H.F. 0.563 0.563 PM Peak 12:00 00:30 Vol. 6 16 P.H.F. 0.500 0.667 Percentag 51.6% 48.4% 31.5% 88.5% e CITY OF TEMECULA NlS: SENNA COURT E1W: RORIPAUGH ROAD 24 HR ENTERING VOLUME COUNT Start 12-Mar- EASTBOUND 06 COUNTS UNLIMITED INC. 25424 JACL YN AVENUE MORENO VALLEY CA. 92557 951-247-6716 Hour Totals . WESTBOUND Hour Totals Page 5 TESEROEW Site Code: 0150912750 Date Start: OS-Mar-06 Date End: 12-Mar-06 Combined Totals Time Sun Mominn Afternoon Mominn Afternoon Mominn Afternoon Mominn Afternoon Mominn Afternoon 12:00 0 0 0 1 12:15 0 2 0 0 12:30 0 2 1 2 12:45 0 1 0 5 0 0 1 3 1 8 .. 01:00 0 0 0 0 - 01:15 - -- - 0 2 0 2 01:30 0 2 0 1 '01:45 -- ~._- ~ 1 0 1 4 0 2 0 5 1 9 02:00 0 1 1 2 02:15 .0. 0 0 0 02:30 0 0 0 3 02:45 0 1 0 2 0 3 1 8 1 10 03:00 0 1 0 2 03:15. .. 1 0 2 1 03:30 0 2 0 0 03:45 0 1 1 4 0 1 2 4 3 8 04:00 0 1 0 1 04:15 - 0 -. 1 0 4 04:30 0 2 0 0 04:45 0 1 0 5 0 2 0 7 0 12 05:00 0 0 0 3 05:15 1 1 1 2 05:30 0 1 0 4 05:45 0 1 1 3 0 5 1 14 2 17 06:00 0 1 0 1 06:15 0 0 1 2 06:30 0 1 0 2 06:45 - 0 2 0 4 0 0 1 5 1 9 07:00 0 0 4 0 07:15 1 1 0 0 07:30 0 0 0 0 07:45 1 1 2 2 1 1 5 1 7 3 08:00 0 0 0 1 08:15 1 0 1 0 08:30 3 1 0 0 08:45 _1 2 5 3 1 1 2 2 7 5 09:00 0 0 2 0 09:15 .. 0 0 1 ~I 09:30 1 0 3 09:45 1 0 2 0 0 ~I 6 0 8 0 . 10:00 1 0 0 10:15 3 ~I 0 ~I 1 10:30 2 0 10:45. .0 ~I 8 b 3 ~I 3 21 9 2 11:00 2 0 11:15 . 0 gl 4 ~I 1 11:30 1 4 11:45 2 01 5 01 4 01 12 31 17 3 Total 23 32 23 32 34 54 34 54 57 S6 Combined 55 55 88 88 143 Total AM Peak 09:45 11:00 Vol. 7 12 P.H.F. 0.583 0.750 PM Peak 12:00 05:00 Vol. 5 14 P.H.F. 0.625 0.700 percentag 41.8% 58.2% 38.6% 61.4% e ADT/AAD ADT 197 AADT 197 T EXHIBIT "C" VEHICULAR SPEED AND VOLUME DATA JANUARY 2006 ~ - ~ \C ..... =u = ... 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SJe~ SMART SURVEY SUMMARY <RORIPAUGH RD AT SWEET BRIER elR NORTHBOUND> <GOOO> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET BRIER elR NORTHBOUND.DAT MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> TIME 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 12:00 12:15 12:30 12:45 13:00 13:15 13:30 13:45 WH. 13 30 36 13 17 25 26 ' 15 27 '27 17 26 25 28 18 22 15 27 AVG. 22.8 23.3 24.2 25.8 27.2 24.5 27.1 24.5 25.2 24.6 25.4 25.8 26.3 24.6 24.9 24.0 24.9 26.3 TIME 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 17:30 17:45 18:00 18:15 WH. 34 28 33 22 39 28 53 27 40 35 26 28 36 39 27 30 29 28 AVG. 24.2 25.1 24.4 25.2 24.5 25.3 25.1 25.2 25.2 22.3 26.5 26.8 27.1 25.1 25.9 25.5 26.3 24.4 TIME WH. AVG. 18:30 20 25.4 18:45 19 23.7 19:00 31 24.2 19:15 19:30 14 21 25.6 27.5 19:45 9 27.0 20:00 20:15 20:30 20:45 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 13 ,8 14 18 19 17 5 11 16 6 16 15 26.9 25.9 24.8 25.1 25.4 26.9 23.0 26.0 22.5 20.7 25.1 23.2 TIME 23:00 23:15 23:30 23:45 00:00 00:15 00:30 00:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 WH. 12 11 6 5 11 16 5 8 2 4 2 1 2 0 1 1 1 0 AVG. 26.3 26.2 21.0 25.0 28.5 22.3 25.4 25.3 25.5 23.3 26.0 18.0 25.5 0.0 28.0 15.0 32.0 0.0 TIME 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 WH. 4 1 0 1 3 1 3 1 1 6 3 4 4 10 7 9 8 10 AVG. 25.8 22.0 0.0 18.0 20.0 28.0 26.7 25.0 18.0 24.5 29.3 27.0 25.0 23.7 23.4 24.9 26.5 26.1 TIME WH. AVG. 08:00 08:15 08:30 08:45 11 11 14 10 25.9 26.5 24.1 25.7 09:00 11 23.8 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 9 24 17 23 26 25 28 28 23.6 25.2 24.1 25.8 26.0 25.4 25.3 26.0 11:15 20 24.3 11:30 19 25.0 11:45 20 24.9 12:00 12:15 26 17 25.3 25.4 TIME 12:30 12:45 13:00 13:15 13:30 13:45 14:00 14:15 14:30 14:45 15:00 15:15 15:30 15:45 16:00 16:15 16:30 16:45 WH. 20 28 14 19 21 33 21 17 21 19 18 19 24 13 23 16 18 22 AVG. 25.6 25.8 25.4 25.2 25.9 25.5 24.8 27.6 26.4 25.3 25.6 23.8 24.9 25.0 26.0 25.6 23.9 25.0 TIME 17:00 17:15 17:30 17:45 18:00 18:15 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 WH. 30 20 20 20 19 26 17 18 24 13 16 22 22 15 19 10 15 9 AVG. 25.8 24.1 25.4 24.0 26.0 23.0 28.2 24.1 24.7 25.5 25.3 23.9 23.4 24.5 21.9 23.0 26.0 24.6 TIME 21:30 21:45 22:00 22:15 22:30 22:45 23:00 23:15 23:30 23:45 00:00 00:15 00:30 00:45 01:00 01:15 01:30 01:45 VEH. 4 10 13 14 13 14 7 9 4 4 7 4 7 10 7 4 2 0 AVG. 24.5 25.0 25.3 24.3 23.1 25.9 27.7 25.6 21.0 27.3 23.9 27.5 22.7 21.7 25.0 26.3 15.5 0.0 TIME 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 YEH. 6 5 2 1 0 2 4 4 2 0 3 1 2 1 3 1 4 3 AVG. 22.3 22.0 26.0 23.0 0.0 20.5 20.5 27.3 28.5 0.0 18.3 27.0 20.0 19.0 18.3 23.0 26.3 23.3 TIME 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 WH. 2 6 2 5 8 10 10 11 9 11 ' 19 16 10 14 17 14 16 17 AVG. 26.0 23.7 30.0 23.2 27.8 26.0 27.1 25.1 25.2 26.7 23.6 24.9 23.8 27.6 25.9 23.8 21.5 23.5 TIME YEH. AVG. 11:00 17 25.3 11:15 15 25.2 11:30 25 27.2 11:45 28 25.5 12:00 25 26.8 12:15 35 22.5 12:30 12:45 13:00 13:15 17 21 29 22 24.1 25.1 24.3 23.8 13:30 13:45 14:00 24 14 32 24.0 24.0 25.8 14:15 26 24.0 14:30 25 24.8 14:45 21 23.9 15:00 30 24.8 15:15 18 24.7 TIME WH. AVG. 15:30 15:45 16 24 25.3 25.3 16:00 16:15 21 22 23.5 24.4 16:30 21 26.1 16:45 10 26.0 17:00 25 24.0 17:15 17:30 24 19 23.9 26.5 17:45 18:00 18:15 18:30 18:45 19:00 14 19 21 21 18 11 23.8 25.7 25.9 24.6 23.9 26.2 19:15 14 26.9 19:30 14 23.6 19:45 14 23.7 <RORIPAUGH RD AT SWEET BRIER CIR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET BRIER CIR NORTHBOUND.DAT MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> TIME 20:00 20:15 20:30 20:45 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 23:00 23:15 23:30 23:45 00:00 00:15 YER. 16 11 9 11 14 13 16 8 18 7 8 10 5 5 8 10 3 5 AVG. 24.8 25.5 25.9 24.0 27.1 27.0 27.2 25.3 24.9 25.3 23.6 23.6 20.8 19.8 26.3 24.8 24.7 21.6 TIME 00:30 00:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 YER. 4 0 2 6 1 2 2 0 0 0 2 1 3 3 2 0 0 4 AVG. 24.8 0.0 25.5 24.5 21.0 25.5 26.5 0.0 0.0 0.0 29.5 31.0 18.3 24.0 23.5 0.0 0.0 28.3 TIME 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 YER. 0 1 2 2 6 7 6 14 8 4 11 16 10 13 15 14 14 12 AVG. 0.0 21.0 27.5 26.0 26.0 24.3 21.5 23.7 25.9 27.3 25.3 26.7 25.2 23.8 24.6 25.6 23.4 22.8 TIME YER. AVG. 09:30 09:45 10:00 10:15 9 13 17 10 26.0 25.6 25.8 27.4 10:30 17 26.1 10:45 11:00 11:15 11:30 11:45 12:00 12:15 12:30 12:45 13:00 13:15 17 11 23 17 14 26 21 20 20 22 17 23.1 26.3 25.7 24.9 26.2 24.7 26.6 28.6 25.6 26.6 25.2 13:30 13:45 9 10 25.9 23.2 TIME YER. AVG. 14:00 14:15 14:30 14:45 15:00 15:15 17 16 20 14 32 32 24.0 25.5 27.6 26.1 25.0 26.4 15:30 15:45 16:00 16:15 16:30 16:45 17:00 17:15 ~7:30 17:45 18:00 18:15 31 28 26 28 26 32 26 36 25 17 14 14 24.4 27.7 24.8 25.3 25.9 25.7 27.1 26.5 26.3 25.5 25.9 26.3 TIME 18:30 18:45 19:00 19:15 19:30 19:45 20:00 20:15 20:30 20:45 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 YER. 20 27 28 15 19 6 .23 15 11 7 7 8 3 8 6 6 8 2 AVG. 25.8 25.9 22.8 24.9 25.5 22.7 24.6 24.0 24.9 26.6 25.4 24.4 24.3 24.1 24.8 26.5 21.9 21.0 TIME YER. AVG. 23:00 23:15 23:30 23:45 00:00 00:15 1 1 1 3 0 3 25.0 26.0 28.0 34.0 0.0 27.7 00:30 00:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 01122 1 100 1 1 4 0.0 23.0 21.0 29.0 26.0 22.0 20.0 0.0 0.0 25.0 16.0 22.8 TIME 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 YER. 3 2 1 0 2 3 4 2 2 2 6 10 8 22 47 69 49 45 AVG. 22.7 27.0 15.0 0.0 15.5 22.0 20.3 28.0 30.5 22.5 27.8 24.6 22.8 26.5 26.1 25.5 25.3 25.8 TIME YER. AVG. 08:00 08:15 08:30 08:45 37 18 42 38 25.0 25.2 25.6 24.0 09:00 09:15 09:30 09:45 10:00 28 16 10 20 14 24.8 25.6 23.8 24.4 23.1 TOTAL VEHICLES = 5424 MINIMUM SPEED = 12 MAXIMUM SPEED = 42 AVERAGE SPEED = 25.09 50th PERCENTILE = 25 85th PERCENTILE = 30 TEN MILE PACE = 21 to 30 END OF REPORT SMART SURVEY DETAILS Page 1 of 16 <RORIPAUGH RD AT SWEET BRIER elR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 09:30 0 0 0 0 1 0 1 2 1 1 2 1 0 0 1 0 2 0 0 0 0 0 0 1 0 09:45 0 0 0 0 0 0 1 0 4 2 3 7 1 8 3 0 0 1 0 0 0 0 0 0 0 10:00 0 0 0 1 1 1 0 0 1 3 1 6 3 8 1 4 3 1 2 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 1 1 2 1 1 2 0 0 1 2 0 0 1 0 0 1 0 10:30 0 0 0 0 0 0 1 0 0 0 0 1 2 4 0 1 2 2 0 1 '1 1 0 0 1 10:45 0 0 1 0 1 0 2 1 2 2 1 3 1 2 0 2 0 0 2 2 1 0 0 1 0 11:00, 0 1 0 0 0 0 0 0 0 0 3 0 3 2 3 2 1 3 2 2 1 1 1 0 1 11 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1 1 2 0 2 1 0 0 0 0 0 08:15 0 0 1 0 0 0 0 1 0 0 0 0 0 1 0 2 2 1 1 1 0 1 0 0 0 08:30 0 0 0 0 1 0 2 0 1 1 1 0 2 0 0 2 0 2 1 .0 0 1 0 0 0 08:45 0 0 0 0 0 0 0 1 0 1 1 1 0 0 1 1 1 1 0 2 0 0 0 0 0 09:00 0 0 0 0 2 0 1 0 0 1 0 0 1 1 0 1 2 1 1 0 0 0 0 0 0 09:15 0 0 0 1 0 0 0 1 1 0 1 0 1 0 2 0 1 0 0 0 1 0 0 0 0 09:30 0 0 0 1 0 0 0 1 0 2 2 0 2 3 4 2 2 4 0 1 0 0 0 0 0 09:45 0 0 1 0 1 0 0 1 0 2 1 0 1 1 3 1 3 1 1 0 0 0 0 0 0 10:00 0 0 1 1 0 0 0 1 0 2 0 2 1 2 2 3 2 2 1 0 0 0 1 1 0 10:15 0 0 0 0 0 0 1 0 0 0 1 4 1 6 3 1 3 3 0 2 0 1 0 0 0 SMART SURVEY DETAILS Page 3 of 16 <RORIPAUGH RD AT SWEET BRIER CIR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 I / 10:30 0 0 0 0 1 0 0 2 0 2 1 2 4 0 3 2 1 1 3 1 1 0 1 0 0 I 10:45 0 0 0 0 1 0 1 1 2 0 3 2 2 5 0 2 2 2 1 0 3 0 0 1 0 11:00 0 0 0 0 0 0 1 0 0 1 1 2 7 1 1 5 3 2 0 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SMART SURVEY DETAILS .Pag8 8 of 18 <RORIPAUGHRD AT SWEET BRIER CIR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 .0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 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 02:30 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 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 03:30 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 04:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 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 04:30 0 0 0 1 1 0 O. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 05:45 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 1 1 0 0 1 0 0 0 0 06:15 0 0 0 0 0 0 1 0 1 1 1 0 1 1 0 1 1 1 0 0 1 0 0 0 0 06:30 0 0 0 0 0 1 0 0 2 0 1 1 0 0 1 2 0 0 0 0 0 0 0 0 0 06:45 0 0 0 1 1 0 0 0 0 0 2 3 1 1 1 1 1 3 2 2 1 1 1 0 0 07:00 0 1 0 0 0 0 1 1 1 2 1 3 6 5 7 5 3 3 1 2 0 1 1 1 1 07:15 0 0 0 0 0 1 0 1 2 3 4 5 9 7 15 4 5 4 5 3 1 0 0 0 0 07:30 0 0 0 0 1 1 0 1 0 2 3 6 4 9 7 2 6 2 2 0 1 0 2 0 0 07:45 0 0 0 1 0 1 0 0 0 0 2 5 9 5 7 2 3 2 2 3 2 1 0 0 0 08:00 0 0 0 0 0 1 0 1 1 4 2 5 4 5 2 2 2 4 1 0 2 1 0 0 0 08:15 0 0 0 0 0 0 1 1 0 1 3 1 2 1 1 3 0 1 1 0 0 0 2 0 0 08:30 0 0 0 1 0 0 0 1 2 1 2 2 3 5 8 8 2 2 1 2 2 0 0 0 0 08:45 0 0 0 1 0 1 1 1 5 3 2 3 2 7 1 3 3 2 1 0 1 1 0 0 0 09:00 0 0 0 0 1 0 1 2 2 2 2 1 2 2 5 1 0 2 1 1 2 0 0 1 0 09:15 0 0 0 0 0 0 1 0 1 0 2 0 1 3 1 1 3 1 0 1 1 0 0 0 0 09:30 0 0 0 1 0 0 1 1 0 1 0 0 1 1 1 0 0 1 1 1 0 0 0 0 .0 09:45 0 0 1 0 0 0 0 1 1 0 3 3 1 3 2 1 2 0 0 1 0 0 1 0 0 10:00 0 0 1 1 0 1 0 0 2 0 0 2 1 1 0 1 3 0 0 1 0 0 0 0 0 VEH. 1 25 48 78 96 73 98 149 189 250 366 443 546 566 516 450 392 321 228 181 143 103 65 47 22 ULE 0 0 1 2 4 5 7 10 13 18 25 33 43 53 63 71 79 84 89 92 95 97 98 99 99 \ SMART SURVEY DETAILS Page 9 of 16 <RORIPAUGH RD AT SWEET BRIER CIR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 37 38 39 40 41 42 09:30 0 0 0 0 0 0 09:45 0 0 0 0 0 0 10:00 0 0 0 0 0 0 10:15 0 0 0 0 0 0 10:30 0 0 0 0 0 0 10:45 0 1 0 0 0 0 11:00 0 0 0 0 0 0 11:15 0 0 0 0 0 0 11:30 0 0 0 0 0 0 11 :45' 0 0 0 0 0 0 12:00 0 1 0 0 0 0 12:15 0 0 0 0 0 0 12:30 0 0 0 0 0 0 12:45 0 0 0 0 0 0 13:00 0 0 0 0 0 0 13:15 0 0 0 0 0 0 13:30 0 0 0 0 0 0 13:45 0 0 0 0 0 0 14:00 0 0 0 0 0 0 14:15 0 0 0 0 0 0 14:30 0 0 0 0 0 0 14:45 0 0 0 0 0 0 15:00 0 0 0 0 0 0 15:15 0 0 0 0 0 0 15:30 0 0 0 0 0 0 15:45 2 0 0 0 0 0 16:00 0 0 0 0 0 0 16:15 0 0 0 0 0 0 16:30 0 0 0 0 0 0 16:45 0 0 0 0 0 1 17:00 0 0 0 0 0 0 17:15 0 0 0 0 0 0 17:30 0 0 0 0 0 0 17:45 0 0 0 0 0 0 18:00 0 0 0 0 0 0 18:15 0 0 0 0 0 0 18:30 0 0 0 0 0 1 18:45 0 0 0 0 0 0 19:00 0 0 0 0 0 0 19:15 0 0 0 0 0 0 19:30 0 0 0 0 0 0 19:45 0 0 0 0 0 0 20:00 0 0 0 0 0 0 20:15 0 0 0 0 0 0 20:30 0 0 0 0 0 0 20:45 0 0 0 0 0 0 21:00 0 0 0 0 0 0 21:15 0 0 0 0 0 0 21:30 0 0 0 0 0 0 21:45 0 0 0 0 0 0 SMART SURVEY DETAILS Page 10 of 16 <RORIPAUGH RD AT SWEET BRIER CIR NORTHBOUND> <GOOD> POSTED SPEED LIMIT: <25> SURVEY STARTED: <2006/01/13 09:36> FILENAME: 06011309 RORIPAUGH RD AT SWEET MIN SPEED ALLOWED <10> MAX SPEED ALLOWED <100> 37 38 39 40 41 42 22:00 0 0 0 0 0 0 22:15 0 0 0 0 0 0 22:30 0 0 0 0 0 0 22:45 0 0 0 0 0 0 23:00 0 0 0 0 0 0 23:15 0 0 0 0 0 0 23:30 0 0 0 0 0 0 23:45 0 0 0 0 0 0 00:00 0 0 1 0 0 0 00:15 0 0 0 0 0 0 00:30 0 0 0 0 0 0 00:45 0 0 0 0 0 0 01:00 0 0 0 0 0 0 01:15 0 0 0 0 0 0 01:30 0 0 0 0 0 0 01:45 0 0 0 0 o. 0 02:00 0 0 0 0 0 0 02:15 0 0 0 0 0 0 02:30 0 0 0 0 0 0 02:45 0 0 0 0 0 0 03:00 0 0 0 0 0 0 03:15 0 0 0 0 0 0 03:30 0 0 0 0 0 0 03:45 0 0 0 0 0 0 04:00 0 0 0 0 0 0 04:15 0 0 0 0 0 0 04:30 0 0 0 0 0 0 04:45 0 0 0 0 0 0 05:00 0 0 0 0 0 0 05:15 0 0 0 0 0 0 05:30 0 0 0 0 0 0 05:45 0 0 0 0 0 0 06:00 0 0 0 0 0 1 06:15 0 0 0 0 0 0 06:30 0 0 0 0 0 0 06:45 0 0 0 0 0 0 07:00 0 0 0 0 0 0 07:15 0 0 0 0 0 0 07:30 0 0 0 0 0 0 07:45 0 0 0 0 0 o. 08:00 0 0 0 0 0 0 08:15 0 0 0 0 0 0 08:30 0 0 0 0 0 0 08:45 0 0 0 0 0 0 09:00 0 0 0 0 0 0 09:15 0 0 0 0 0 0 09:30 0 0 0 0 0 0 09:45 0 0 0 0 0 0 10:00 0 1 0 0 0 0 10:15 0 0 0 0 0 0 EXHIBIT "0" MULTI-WAY STOP WARRANT ANALYSIS . Roripaugh Road at Senna Court Multi-Way Stop Warranting Software 03/14/06 Major Street: Roripaugh Road Minor Street: Senna Court Date of Analysis: / / Name of Analyst: Case Number: Comments: 85th% Speed of Major Street: 30 WARRANT ANALYSIS SUMMARY: WARRANT 1 - Accident Experience NOT SATISFIED - The accident warrant of 5 or more reportable accidents of a correctable type is not met with 0 accidents over a 12 month period. WARRANT 2 - Minimum Traffic Volumes NOT SATISFIED - The 100% vehicular warrant of 500 entering vehicles for any 8 hours of the day is not met with 0 hours meeting the warrant. WARRANT 3 - Vehicular & Pedestrian Traffic from Minor Road NOT SATISFIED - The combined total of 200 vehicles and pedestrians from the minor approach is not met with 0 hours meeting the warrant. Roripaugh Road at Senna Court Multi-Way Stop Warranting Software 03/14/06 100% 70% COMBINATION START NB SB. EB WB HOUR WARRANT WARRANT WARRANT TIME TOT MET MET MET 0:00 6 5 0 0 11 1:00 2 2 0 0 4 2:00 0 3 0 0 3 3:00 5 3 3 3 14 4:00 3 7 0 0 10 5:00 11 24 2 2 39 6:00 28 80 5 5 118 7:00 96 242 9 9 356 8:00 76 94 10 10 190 9:00 30 58 4 4 96 10:00 41 44 9 9 103 11:00 43 50 7 7 107 12:00 47 59 6 6 118 13 :00 53 40 3 3 99 14:00 256 110 4 4 374 15:00 140 107 3 3 253 16:00 90 84 5 5 184 17:00 108 69 8 8 193 18:00 84 69 8 8 169 19:00 56 36 3 3 98 20:00 37 29 2 2 70 21:00 24 16 1 1 42 22:00 28 18 1 1 48 23:00 16 17 0 0 33 Roripaugh Road at Swallow Court Multi-Way Stop Warranting Software 03/14/06 Major Street: Roripaugh Road Minor Street: Swallow Court Date of Analysis: / / Name of Analyst: Case Number: Comments: 85th% Speed of Major Street: 30 WARRANT ANALYSIS SUMMARY: WARRANT 1 - Accident Experience NOT SATISFIED - The accident warrant of 5 or more reportable accidents of a correctable type is not met with 0 accidents over a 12 month period. WARRANT 2 - Minimum Traffic Volumes NOT SATISFIED - The 100% vehicular warrant of 500 entering vehicles for any 8 hours of the day is not met with 0 hours meeting the warrant. WARRANT 3 - Vehicular & pedestrian Traffic from Minor Road NOT SATISFIED - The combined total of 200 vehicles and'pedestrians from the minor approach is not met with 0 hours meeting the warrant. Roripaugh Road at Swallow Court Multi-Way Stop Warranting Software 03/14/06 100% 70% COMBINATION START NB SB EB WB HOUR WARRANT WARRANT WARRANT TIME TOT MET MET MET 0:00 1 8 0 1 10 1:00 3 3 1 0 7 2:00 5 / 0 0 1 6 3:00 4 4 1 2 11 4:00 21 2 0 0 23 5:00 58 6 1 1 66 6:00 122 24 0 1 147 7:00 294 80 2 5 381 8 :00' 115 54 5 2 176 9:00 88 35 2 6 131 10:00 58 46 6 3 113 11:00 64 61 5 12 142 12:00 75 73 5 3 156 13:00' 65 71 4 5 145 14:00 102 257 2 8 369 15:00 93 163 4 4 264 16:00 98 132 5 7 242 17:00 108 174 3 14 299 18:00 88 111 4 5 208 19:00 50 97 2 1 150 20:00 25 58 3 2 88 21:00 23 46 0 0 69 22:00 22 38 0 2 62 '23 :00 13 25 0 1 39 Roripaugh Road at Sanderling Street Multi-Way Stop Warranting Software 03/14/06 Major Street: Roripaugh Road Minor Street: Sanderling Street Date of Analysis: / / Name of Analyst: Case Number: Comments: 85th% Speed of Major Street: 30 WARRANT ANALYSIS SUMMARY: WARRANT 1 - Accident Experience NOT SATISFIED - The accident warrant of 5 or more reportable accidents of a correctable type is not met with 0 accidents over a 12 month period. WARRANT 2 - Minimum Traffic Volumes NOT SATISFIED - The 100% vehicular warrant of 500 entering vehicles for any 8 hours of the day is not met with 0 hours meeting the warrant. WARRANT 3 - Vehicular & Pedestrian Traffic from Minor Road NOT SATISFIED ~ The combined total of 200 vehicles and pedestrians from the minor approach is not met with 0 hours meeting the warrant. Roripaugh Road at Sanderling Street Multi-Way Stop Warranting Software 03/14/06 100% 70% COMBINATION START NB SB EB WB HOUR WARRANT WARRANT WARRANT TIME TOT MET MET MET 0:00 0 0 1 8 9 1:00 0 0 3 3 6 2:00 0 2 5 0 7 3:00 1 3 4 4 12 4:00 0 3 21 2 26 5:00 1 1 58 6 66 6:00 3 11 122 24 160 7:00 4 18 294 80 396 8:00 2 7 115 54 178 9:00 2 11 88 35 136 10:00 2 5 58 46 III 11:00 1 9 64 61 135 12:00 3 17 75 73 168 13:00 3 7 65 71 146 14:00 2 6 102 257 367 15:00 2 11 93 163 269 16:00 1 15 98 132 246 17:00 2 7 108 174 291 18:00 3 5 88 III 207 19:00 3 7 50 97 157 20:00 0 0 25 58 83 21:00 0 3 23 46 72 22:00 1 1 22 38 62 23:00 0 2 13 25 40 ITEM NO.4 TRAFFIC ENGINEER'S REPORT MEMORANDUM FROM: Bill Hughes, Director of Public Works/City Engineer IJf' Brad Buron,. Maintenance Superintendent March 2, 2006 TO: DATE: SUBJECT: Monthly Activity Report. February, 2006 The following activities were performed by Public Works Department, Street Maintenance Division in-house personnel for the month of February, 2006: I. SIGNS A. Total signs replaced ~ B. Total signs installed ----2 C. Total signs repaired ----2 II. TREES A. Total trees trimmed for sight distance and street sweeping concerns ---1 III. ASPHALT REPAIRS A. B. Total square feet of A. C. repairs Total Tons 8.243 --..ll IV. CATCH BASINS A. Total catch basins cleaned -ill " V, RIGHT-OF-WAY WEED ABATEMENT A. Total square footage for right-of-way abatement o VI. GRAFFITI REMOVAL A. B. Total locations ~ 4.995 Total S.F. VII. STENCILING A, 0 New and repainted legends B. 10.924 L.F. of new and repainted red curb and striping R:\MAINT AIN\MOACfRPT'I05.06\FEBR UAR Y Also. City Maintenance staff responded to ....H... service order requests ranging from weed abatement. tree trimming. sign repair. A.C. failures. litter removal. and catch basin cleanings. This is compared to ~ service order requests for the month of .January. 2006. The Maintenance Crew has also put in 79 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 February. 2006 was $67.462.00 compared to $7.255.00 for the month of .Januarv.2006. Account No. 5402 Account No. 540] Account No. 999-5402 $ 67;462.00 $ - 0- $ - 0- cc: Ron Parks. Deputy Director of Public Works Ali Moghadam. Senior Engineer (Traffic) Greg Butler. Senior Engineer (Capital Improvements) Amer Attar. Senior Engineer (Capital Improvements) Jerry Alegria. Senior Engineer (Land Development) CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION ASPHALT, (POTHOLES) REPAIRS MONTH OF MARCH, 2006 DATE ". <:,:<,<:'/fft.::y;~;j~:",?'Z,:~,!,<:, . ,_/~;, ",\X~~,.-/,rr'1<~\,0 rf.",~~.,:;t~~~::[~r.T!!,,~~~';'~~_~r,~;t~r'~:::':t:.)~, ,",'--,": :,:" "";;':~'.' L@CAIDIONI', ", ",.' ""S~0.'Jil'~F~IDDiK '. , S.F', . '--:',"""" ':"~. "":::. ' : :_" '-. > .~" -.:~ ,'t- ',;:',\; ,~'- .:'. -",.,'~ :,": ,,: /;:;:',r~';':~a:,:::~-'c';T?T-';~~)~" ::'?:>:;'>:<~:'_~:,:: <"'.'-'. ' ,-~ _ -:c' 02/0 1I06 DIAZ ROAD N/O RANCHO CALIFORNIA ROAD kC OVERLAY 1,148 02/02/06 31072 CORTE ALAMAR R & R A.C 515 02107/06 OLD TOWN FRONT STREET / PUJOL A.C OVERLAY 703 02/08/06 MARGARITA S/O PAUBA A.C. OVERLAY 930 02/09/06 MARGARITA S/O PAUBA A.C. OVERLAY 1,220 02113/06 RANCHO CALIFORNIA ROAD AT REISLING POTHOLE 2 02/14/06 MARGARITA ROAD - P AUBA ROAD TO SANTIAGO A.C OVERLAY 624 02/14/06 43164 CORTE CALANDA kC OVERLAY 9 02/14/06 A VENIDA BARCA AT MARGARITA ROAD kC. OVERLAY 232 02/16/06 AQUA VISTA AT A VENIDA ALVARADO kC. OVERLAY 1,050 02/22/06 NICOLAS ROAD - JOSEPH ROAD TO CALLE MEDUSA kC. OVERLAY 783 02/23/06 A VpNIDA ALVARADO kC. OVERLAY 975 02/24/06 P AUBA AT VIA DEL MONTE POTHOLE 6 02/24/06 DIAZ ROAD POTHOLE 42 02127106 BUTTERFIELD STAGE ROAD AT WOLF STORE ROAD POTHOLE 4 . TOTAL S.F. OF REPAIRS 8.243 TOTAL TONS 15 TOTAL TONS 6.5 8 4.5 4.5 4.5 TEMP AC 5 ! -! 5.5 6.5 5 TEMP AC TEMP AC TEMP AC R:\MAINTAINIWKCMPLTDlASPHALT.RPR\OS.06\MARCH CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION CATCH BASIN MAINTENANCE MONTH OF FEBRUARY, 2006 DATE . L(j~i4tt~N~' > '>;,'i,':V~i; t!",:":"";;;:it1:,,~.~~6~t~i1J:l> 02106/06 CITYWIDE CLEANED & CHECKED 14 CATCH BASINS 02/09/06 AREA #2 CLEANED & CHECKED 19 CATCH BASINS 02/13/06 CITYWIDE CLEANED & CHECKED 14 CATCH BASINS 02/14/06 AREA #2 CLEANED & CHECKED 12 CATCH BASINS 02/15/06 AREA # 1 CLEANED & CHECKED 15 CATCH BASINS 02/15/06 AREA #2 , CLEANED & CHECKED 8 CATCH BASINS 02/16/06 AREA #2 CLEANED & CHECKED 27 CATCH BASINS 02121/06 AREA #2 CLEANED & CHECKED 12 CATCH BASINS 02/22106 AREA #2 CLEANED & CHECKED 12 CATCH BASINS 02/23/06 AREA #1 CLEANED & CHECKED 1 CATCH BASINS 02/27/06 CITYWIDE CLEANED & CHECKED 4 CATCH BASINS 02127/06 CITYWIDE CLEANED & CHECKED 6 CATCH BASINS 02/28/06 CITYWIDE CLEANED & CHECKED 8 CATCH BASINS 02/28/06 AREAS #3 & #4 CLEANED & CHECKED 15 CATCH BASINS TOTAL CATCH BASINS CLEANED & CHECKED ---12l R:\MAINT AIN\WKCMPLETD\CATCHBAS\05,06\FEBRUAR Y.06 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION GRAFFITI REMOVAL MONTH OF FEBRUARY, 2006 ,." _l;;f':,~:l;f/~f{;"";;;~;"'" . DATE ",J , ' ;,,,;,,,,;~,,,,',;.;'WJJl)~GOMPLETED ".." '.Y,i.\",".~ ..>.., , " ~";"""'".., .",""".. .". 02/01/06 RANCHO VISTA AT EMWD EASEMENT REMOVED 75 S,p' OF GRAFFITI 02/01/06 YNEZ BEHIND MICHAELS REMOVED 100 S,p' OF GRAFFITI 02/01/06 YNEZ AT TOWER PLAZA REMOVED 38 S,p' OF GRAFFITI 02/03/06 WINCHESTER AT 1-15 REMOVED 80 S,F. OF GRAFFITI 02/06/06 LOMA LINDA AT PECHANGA P ARKW A Y REMOVED 6 S.F. OF GRAFFITI 02/06/06 33145 HWY. 79 SO. REMOVED 4 S.F. OF GRAFFITI 02/07/06 2ND STREET AT MERCEDES REMOVED 250 S.F. OF GRAFFITI 02/08/06 PLAZA TOWER BEHIND BIG LOTS REMOVED 60 S.P. OF GRAFFITI 02/08/06 OVERLAND BRIDGE REMOVED 30 S.F. OF GRAFFITI 02/08/06 6TH STREET AT FELIX VALDEZ REMOVED 125 S.F. OF GRAFFITI . 02/08/06 MAIN STREET AT PUJOL REMOVED 265 S.P. OF GRAFFITI 02/09/06 MARGARITA AT RANCHO VISTA REMOVED 16 S.F. OF GRAFFITI 02/09/06 REDHAWK PARKWAY AT PEPPERCORN REMOVED 20 S.F. OF GRAFFITI 02/13/06 NIB 1-15 AT 79 SO. REMOVED 580 S.F. OF GRAFFITI 02/13/06 79 SO. AT FRONT STREET REMOVED 80 S.F. OF GRAFFITI 02/13/06 MARGARITA AT PASEO BRILLANTE REMOVED 2 S.P. OF GRAFFITI 02/13106 EMPIRE CREEK . . REMOVED 180 S.P. OF GRAFFITI 02/13/06 42228 STONEWOOD REMOVED 8 S.F, OF GRAFFITI 02113/06 SANTA GERTRUDIS CREEK AT WINCHESTER REMOVED 251 S.F. OF GRAFFITI 02/14/06 VIA NAYA AT MONTELEGRO WAY REMOVED 10 S.F. OF GRAFFITI 02/14/06 MEADOWS PARKWAY AT McCABE REMOVED 2 S.F. OF GRAFFITI 02/15/06 EMPIRE CREEK AT PALM PLAZA REMOVED 47 S.P. OF GRAFFITI 02/15/06 MIRA LOMA AT ELECTRICAL STATION REMOVED 342 S,F. OF GRAFFITI R:\MAINTAIN\WKCMPL TDlGRAFFlTI\O~L06\FEBRUARY.06 , " . DATE '" ,;, ~L6cAi:iit0Nd;2';i;iiiiii"':;~i' ..>:"A ~,,'. '" WORK COMPLETED 02/15/06 MARGARITA ROAD 100' S/O RANCHO CALIFORNIA RD, I ' REMOVED 50 S,p' OF GRAFFITI 02/21/06 NO, GENERAL KEARNY AT NICOLAS REMOVED 268 S,p' OF GRAFFITI 02/21/06 28991 OLD TOWN FRONT REMOVED 15 S,F, OF GRAFFITI 02/21/06 BUTTERFIELD STAGE AT CHANNEL STREET REMOVED 7 S.F. OF GRAFFITI 02/21/06 PALA PARK CHANNEL REMOVED 95 S.F. OF GRAFFITI 02122106 GOLDS GYM REMOVED 110 S.P. OF GRAFFITI 02/22/06 SANTA GERTRUDIS CREEK AT MARGARITA REMOVED 1,320 S.F. OF GRAFFITI 02/24/06 CORTE RODRIGO AT SAN PASEO ESTEBAN REMOVED 50 S.F. OF GRAFFITI 02/27/06 FELIX VALDEZ AT 6TH REMOVED 185 S.F. OF GRAFFITI 02/27/06 SANTA GERTRUDIS CREEK AT WINCHESTER REMOVED 180 S.P. OF GRAFFITI 02/27/06 TEMEKU DRIVE AT FIRESTONE REMOVED 15 S.P. OF GRAFFITI 02/27/06 MIRA LOMA AT EDISON PLANT REMOVED 134 S.P. OF GRAFFITI , TOTAL S.F. GRAFFITI REMOVED 4.995 TOTAL LOCATIONS 35 R:\MAINT AIN\WKCMPLTD\GRAfFlTI\05.06\fEBRUARY.06 ~ << ~~ ~o U~ ~~ ~~ ~E-l E-l~ ~~ o~ ~~ E-l~ ~\C UQ = ~ .".--....,,- -.-'- I I I I I I I I I I 1-1- I,; I,; . 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",..",,8 OJ OJ... . tlS]SS ",g ~'2"''' ,.,a~ s!i 1J !a "'P<"=;3"-()O" .....&::::E..:::E~.......:Jlozo CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION RIGHT-OF-WAY TREE TRIMMING MONTH OF FEBRUARY, 2006 ......',; ~ ~it"....."'c...~{('~~;./.((.........;."...... DATE · (; . .......;;;;;.'):.{.~. ""/;;';1: !it)'!:,';;;tL:'we~€@MPLETED ,..t."..,' -: /-;5:~:~@;\'}~;i";1"i;,;_",_,,_-~: " < "',' ., 02/09/06 CALLE REDONDELA TRIMMED 2 R.O.W. TREES . . TOTAL R.O.W. TREES TRIMMED ...1 R:\MAINT AIN\WRKCOMPLTDlTREES\05.Q6\FEBRUAR Y.06 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION SERVICE ORDER REQUEST LOG MONTH OF FEBRUARY, 2006 DATE DATE WORK REC'D LOCATION REQUEST COMPLETED 02/02/06 44942 CAMINO ALAMOSA TREE CONCERN 02/02/06 02/02/06 41915 BUSINESS PARK DRIVE TREE DOWN 02/02/06 02/02/06 44942 CAMINO ALAMOSA IRRIGATION REPAIR 02102/06 02/03/06 PALOMA DEL SOL AREA OIL SPILL 02103/06 02/03/06 30812 CALV ADO COURT ROOT PRUNING 02103/06 02/03/06 MARGARITA AT LA SERENA CABLE WIRE DOWN 02/03/06 02/06/06 31280 CORTE ALHAMBRA BEES 02106/06 02/06/06 29799 WINDWOOD CIRCLE TREE TRIMMING 02/06/06 02/07/06 41245 PROMENADE CHARDONNAY SIDEWALK LIFTING 02/07/06 02/07/06 MOONTIDE SIGN MISSING 02/07/06 02/07/06 LA SERENA DEBRIS REMOVAL 02107/06 02/08/06 YUKON AT DANUBE SIGN DOWN 02108/06 02/09/06 40250 STARLING STREET DRIVEWAY CLEANED 02113/06 02/09/06 42947 CORTE CABELLO TREE TRIM 02113/06 02/10/06 CAMINO CARUNA HYDRAULIC FLUID 02/13/06 02/10/06 41826 CORTE LARA STREET CRACKS 02113/06 02/10/06 28046 DEL RIO ROAD DEBRIS 02/1 0/06 02/10/06 41640 A VENIDA DE LA REINA TREE 02/17/06 02/13/06 LOMA LINDA DEBRIS 02/13/06 02/14/06 43164 CORTE CALANDA SINKHOLE 02/14/06 02/14/06 31200 LAHONTAN . STREET NAME SIGN 02/14/06 02/14/06 YUKON AT DANUBE SIGN DOWN 02/14/06 02/14/06 PECHANGA PARKWAY SIGN 02/15/06 02/15/06 SIERRA BONITA ASPHALT REPAIR 02/15/06 02/15/06 LA SERENA DEBRIS 02123/06 R:\MAINT AIN\WRKCOMPLTD\SORS\05,06\FEBRUARY.06 DATE DATE WORK REC'D LOCATION REQUEST COMPLETED 02/16/06 32628LEENA WAY STREET NAME SIGN 02/21/06 02117/06 30475 DEL REY ROAD AC REPAIR 02/21/06 02/17/06 DEL REY AT SOLANA . SIGN 02/21/06 02121/06 NICOLAS ROAD - CALLE MEDUSA TO JOSEPH POTHOLES 02/21106 02/21/06 LIEFER ROAD ROAD GRADING 02/21/06 02/22/06 PAUBA ROAD - MARAGARlT A ROAD TO MEADOWS SINKHOLE 02/22/06 02/22/06 NICOLAS ROAD AT WINCHESTER ROAD CELL PHONE 02/22/06 02123/06 LIEFER ROAD DIRT ROAD GRADING 02/24/06 02/24/06 SO. GENERAL KEARNY ElO LA SERENA DEBRIS 02/27/06 . . TOTAL SERVICE ORDER REQUESTS --.M R,IMAINT AIN\WRKCOMPL TD\SORSIOH16\Fr:RR1IARY or, CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION SIGNS MONTH OF FEBRUARY, 2006 c, :.,.). 'm ~~('Y'-"<-:.x';;~~Y;~,;y,\'~;~',;','}it;~~;r.t~ ':--;.p<:'!:\~, ":.: -' DATE ..,....'c. .~0R:KG0MPLETED ,....... ''7~ ;\;:~,;';';!,:S2(,-;::j'::'-;\':"'~':/"~+"i:"";V:'-~" - ->.--'" ' 02/01106 REDHA WK P ARKW A Y AND V AIL RANCH ROAD REPLACED R2,50 02/02/06 PECHANGA AT PALA STREET REPLACED S.N.S, 02/02/06 PECHANGA S/O HWY. 79 SO. REPLACED WI,7, R,26 02/02106 REDHAWKPARKWAY AT EASTRIDGE REPLACED R4-7 02/02/06 V AIL RANCH PKWY, AT CAMINO PIEDRO ROJO REPLACED R-I-4 02/02106 REDHAWKPARKWAY ATVAlLRANCHPKWY, REPLACED R4-7 02/02/06 REDHAWKPARKWAY AT PASEOPARALLON REPLACED R-I 02/03/06 OVERLAND AT COSTCO REPLACED R4-7 02/03/06 WYANDOTTE AT ROYAL CREST INSTALLED N14-I, R-26 02/03/06 SOLANA AT MARGARITA REPLACED R-26 02/07/06 MARGARITA AT HARVESTON REPLACED W41 02/07/06 CAMPANULA E10 MEADOWS INSTALLED W3-1 02/08/06 DE PORTOLA AT MARGARITA REPLACED W3-3 02/08/06 REDHA WK AREA REPLACED 2 WI-7, 2 TYPE "N" 02108/06 MOONTIDE AT SOUTHERN CROSS REPLACED W-31 02/08/06 YUKON AT DANUBE REPLACED R-26 02109106 DE PORTOLA AT MEADOWS & CAMPANULA REPLACED 2 S,N.s. 02/09/06 DE PORTOLA AT PIO PICO REPLACED R-26 02/09/06 DE PORTOLA AT VILLA DEL SUR REPLACED R-2-45 . 02/09106 MARGARITA AT RAMSEY REPLACED R-26 02/09/06 RANCHO VISTAAT MIRA LOMA REPLACED R4-7, TYPE "K" 02/09/06 DE PORTOLA AT BUTTERFIELD REPLACED R-18-I, 4 DELINEATORS 02/09/06 MARGARITA MIDDLE SCHOOL REPLACED TYPE "K' R:\MAINTAIN\WKCMPI.TOI'<;Ir.N."\ O~ MIJ;FRRIIARY 00 . ":,~' :'::".:~' ':',;";":~':~~~~_I;;~::~':~;:1~\:.1f:;~l?';;f;:r-7(~ ;:,'r;?\:t':-R~"'~''':''; "" ,:':-<(<~~:-\~;,:' .,',: "::^ ::', ','- DATE ;;';~;:;;l~'t.,j):t.;., ': .:,:;W:~:(JOMPLETED 02/10/06 RANCHO VISTA AT MARGARITA . REPAIR 5 SIGNS 02/13/06 REDHAWKPARKWAY REPLACE I SIGN 02/14/06 PEPPERCORN S/O REDHA WK REPLACE 1 SIGN 02/14/06 79 SO. AT FRONT STREET REPLACE 1 SIGN 02/14/06 REDHA WK 25' N/O TEHACHAPI REPLACE 1 SIGN 02/14/06 LAHONTAN STREET AT KIMO STREET REPAIR 2 SIGNS 02/14/06 REDHAWK PKWY. AT CALLE LOS MOCHIS INSTALL 1 SIGN 02/15/06 A VENIDA DEL SAN PASQUALE AT GRANVILLE REPLACE 1 SIGN . 02/15/06 WINCHESTER AT WILLOWS REPLACE 4 SIGNS 02/15/06 AREA #5 REPLACE 3 SIGNS 021l5/06 RANCHO CALIFORNIA RD. 200' W /0 MARGARITA REPLACE 1 SIGN 02/16/06 AREA #5 REPLACE. 15 SIGNS 02/21106 AREA #5 REPLACE 1 SIGN 02121/06 AREA #5 REPAIRED 2 SIGNS 02/21106 AREA #5 INSTALL 1 SIGN 02/22/06 AREA #5 REPLACE 13 SIGNS . 02/23/06 OLD TOWN FRONT AT MAIN STREET INSTALL 1 SIGN 02/23/06 DE PORTOLA AT SABINO INSTALL I SIGN 02/23/06 AREA #5 REPLACE 3 SIGNS 02/28/06 PAUBA AT VIA DEANDA REPLACE I SIGN 02/28/06 REDHAWKPARKWAY AT VIA TIOGA INSTALL 2 SIGNS . . TOTAL SIGNS REPLACED -1li TOTAL SIGNS INSTALLED -2 . TOTAL SIGNS REPAIRED -2 1>.\~~A'''ITA'''1\",vruPI Tn\<;.r,,,,<:\ fl~ M\=II:O' IAOV "" CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION STENCILS I STRIPING MONTH OF FEBRUARY, 2006 . ;~~~~)r .. ..... .......;. ".;;"">;:11;""" ,.<""''"~.''V ... ...... . , " ."':::jY,':,,,:,-:,':~':)'~,_:},~,,~",~ -'~ '.:,~;,- ';. ;'(!j'~:-'>:;'--' :-'_ - - - -' - DATE . '.. . . ..... '. .,; "'..' ,,:';,\~;.l.....;;e JYlPbETED 02/02106 AREA #2 REPAINTED 1,268 L.F. RED CURB 02/08/06 AREA #2 REPAINTED 1,985 L.F. RED CURB 02/09/06 AREA #2 REPAINTED 870 L.F. RED CURB 02/1 0/06 AREA #2 REPAINTED 261 L.F. WHITE CURB 02/16/06 AREA #2 REPAINTED 5,584 L.F. RED CURB 02123/06 AREA #2 REPAINTED 876 L.F. RED CURB 02/24/06 41840 ENTERPRISE CIRCLE INSTALL 80 L.F. RED CURB . . TOTAL NEW & REPAINTED LEGENDS -0- NEW & REPAINTED RED CURB & STRIPING L.F. 10.924 R:\MAINT ATN\WRKCOMPLTD\STRIPING\05.06\FEBRUARY.06