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HomeMy WebLinkAbout042601 PTS AgendaIn compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please contact the office of the City Clerk at (909) 694-6444. Notification 48 hours prior to a meeting will enable the City to make reasonable arrangements to ensure accessibility to that meeting [28 CFR35.102.35.104 ADA Title II] CALL TO ORDER: FLAG SALUTE ROLL CALL: PRESENTATIONS: AGENDA TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION TO BE HELD AT CITY HALL COUNCIL CHAMBERS 43200 Business Park Drive Temecula, California Thursday, April 26, 2001 at 6:00 P.M. COMMISSIONERS: Coe, Connerton, Katan, Lanier, Edwards Temecula Police Department, Community Service Officer Lynn Fanene Storefront Operation Temecula Fire Department, Brita Myrin, County Emergency Medical Services Public Access Defibrillation (PAD) 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 no~t listed on the Agenda, a pink "Request to Speak" form should be filled out and filed with the Commission Secretary. When you are called to speak, please come forward and state your name and address. For all other agenda items, a "Request to Speak" form must be filed with the Recording Secretary before the Commission gets to that item. There is a three (3) minute time limit for individual speakers. NOTICE TO THE PUBLIC All matters listed under Consent Calendar are considered to be routine and all will be enacted by one vote. There will be no discussion of these items unless members of the Public/Traffic Safety Conunission request specific items be removed from the Consent Calendar for separate action. COMMISSION CONSENT CALENDAR 1. Minutes of February 22, 2001 RECOMMENDATION: 1.1 Approve the Minutes of February 22, 2001 1 r:Xtraffic\commissn\agenda~200 B042601 Agenda/ajp COMMISSION BUSINESS 2. Neighborhood Traffic Calming Program - Muirfield Drive RECOMMENDATION: 2.1 That the Public/Traffic Safety Commission implement Stage 1 of the Neighborhood Traffic Calming Program, which may include establishing a date to hold a workshop/meeting with the Muirfield Drive area residents. 3. Request for Multi-Way Stop Signs - Promenade Chardonnay Hills RECOMMENDATION: 3.1 That the Public/Traffic Safety Commission deny the request for installation of Multi-Way Stop Signs on Promenade Chardonnay Hills and recommend implementation of Stage 1 of the Neighborhood Traffic Calming Program. 4. Request for Neighborhood Traffic Calming - Temeku Drive RECOMMENDATION: 4.1 That the Public/Traffic Safety Commission: 1. Recommend that the City Council adopt an Ordinance establishing speed zones on Temeku Drive and Honors Drive; 2. Direct the Police Department to enforce the newly established speed limit including use of the radar speed trailer. 5. Resolution Amending Meeting Schedule of the Public/Traffic Safety Commission RECOMMENDATION: 5.1 That the Public Traffic Safety Commission adopt a resolution entitled: RESOLUTION NO. PTS 2001-01 RESOLUTION OF THE PUBLIC/TRAFFIC SAFETY COMMISSION OF THE CITY OF TEMECULA AMENDING RESOLUTION NO. PTS 99-01 ESTABLISHING THE FOURTH THURSDAY OF EACH MONTH AS THE REGULAR MEETING 7. 8. 9. SCHEDULE Traffic Engineer's Report Police Chief's Report Fire Chief's Report Commission Reports 2 r:~traffi¢\commissn\agenda~2001 \042601 Agenda/ajp The next regular meeting of the City of Temecula Public/Traffic Safety Commission will be held on Thursday, May 24, 2001, at 6:00 P.M., Temecula City Hall, Council Chambers, 43200 Business Park Drive, Temecula, California. 3 r:\traffic\commissn~agenda\2001 \042601 Agenda/ajp ITEM NO. 1 MINUTES OF A REGULAR MEETING OF THE CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION FEBRUARY 22, 2001 CALL TO ORDER The City of Temecula Public/Traffic Safety Commission convened in a regular meeting at 6:00 P.M., on Thursday, February 22, 2001, in the City Council Chambers of Temecula City Hall, 43200 Business Park Drive, Temecula, California. FLAG SALUTE The audience was led in the Flag salute by Commissioner Connerton. ROLLCALL Present: Commissioners Coe, Connerton, Lanier, and Chairwoman Edwards. Absent: Commissioner Katan. Also Present: Assistant City Manager O'Grady, Director of Public Works Hughes, Senior Engineer Moghadam, Associate Engineer Gonzalez, Police Sergeant DiMaggio, Councilman Pratt, Administrative Secretary Pyle, and Minute Clerk Hansen. PUBLIC COMMENTS The Public/Traffic Safety Commission considered public comments after consideration of the Consent Calendar; see page 2. COMMISSION CONSENT CALENDAR 1 Minutes of October 26, 2000, and November 16, 2000 RECOMMENDATION: 1.1 Approve the Minutes of October 26, 2000. 1.2 Approve the Minutes of November 16, 2000. MOTION: Commissioner Coe moved to approve Consent Calendar Item 1.1, and 1.2. The motion was seconded by Commissioner Connedon and voice vote reflected approval with the exception of Commissioner Katan who was absent. R:\lra'ficminutes\022201 1 At this time the Public/Traffic Safety Commission considered public comments. PUBLIC COMMENTS Dr. Mark Wedel, 41522 Temeku Drive, representing the Temeku Hills Homeowner's Association, provided a brief history of the past discussions between City representatives and himself regarding the Temeku Hills neighborhood speeding; via overheads, addressed the concerns regarding the speed and volumes of vehicles in the Temeku Hills area; relayed the results of the residential speed data collected from 210 readings via utilization of a calibrated speed radar gun, noting that ninety-seven percent (97%) of the drivers were traveling at speeds exceeding the posted speed limit, that forty percent (40%) exceeded 40 MPH, and that four percent (4%) exceeded 50 MPH, advising that most speed violators resided in alternate areas; concluded that speeding and cut-through traffic was a significant negative factor in this particular area; and requested the Public/Traffic Safety Commission to aid in addressing these impacts. For Commissioner Connerton, Dr. Wedel specified the manner in which it was determined that the speed violators resided in alternate areas, noting that 14 vehicles travelling at speeds greater than 40 MPH were followed; and advised that Officer Hughes had confirmed that numerous citations were issued to individuals residing outside of the Temeku Hills neighborhood. Chairwoman Edwards noted that a traffic study was conducted in this area at the end of January; and recommended conducting an additional traffic study now that Meadows Parkway has opened, recommending waiting until driving patterns adjusted to the newly opened street. For Chairwoman Edwards, Senior Engineer Moghadam relayed that this issue could be agendized for an April Public/Traffic Safety Commission meeting. In response to Commissioner Connerton, Police Sergeant DiMaggio confirmed that the Neighborhood Officer would continue to monitor this area. At this time the Public/Traffic Safety Commission considered Agenda Item No. 2, and resumed the regular order of the Agenda. COMMISSION BUSINESS 2. Emer,qenc¥ Transportation Circulation Plan (ETCP) RECOMMENDATION: 2.1 ETCP Subcommittee discussion of recent meeting. Assistant City Manager O'Grady noted that at the last meeting the Subcommittee members briefed the Public/Traffic Safety Commission as to the progress of the Subcommittee, relaying that the Public/Traffic Safety Commission had requested additional background information; advised that staff provided that data to the Subcommittee, noting that subsequently the Subcommittee has met to discuss this information and has developed recommendations which were distributed to the R:\trafficminules\022201 2 Public/Traffic Safety Commission (per separate cover agenda material); and relayed that staff has worked with the Subcommittee and suppods these recommendations. Chairwoman Edwards read into the record the six traffic solution recommendations, and the five items denoting the work in process, as follows: Recommendations to the Public/Traffic Safety Commission Augment the City of Temecula's website to include comprehensive transpodation information - entitling this element "Transportation Solutions;" Work with Caltrans to acquire additional "Rideshare" information signs for the 1-15 freeway on/off-ramps within the City limits; Include a "Transportation Element" in the upcoming Temecula General Plan revision inclusive of rideshare (including Park and Ride facilities), transit planning, and trail planning elements which would complement the traffic circulation element; Incorporate review of General Plan revisions by the Public/Traffic Safety Commission; That the City continue to address transportation issues through development agreements, specific plans, as well as, General Plan revisions/updates; and Establish the name of the Ad Hoc Subcommittee as the "Temecula Transportation Subcommittee." Work in Proqress City/TVUSD/RTA collaboration to conduct a survey at Temecula's high schools to gather input for a "Smart Shuttle" program - survey to be drafted by RTA and conducted by TVUSD with an expected completion date of late March or early April of 2001. Coordinate efforts with RTA to provide transportation to the County/City of San Diego; Collect information regarding extending HOV lanes on the I-15 freeway, north of San Diego; · Apply to State/Federal agencies for grants to fund a Temecula Rideshare Program; Explore conducting surveys to assess the rideshare needs in the Cities of Temecula and Murrieta, noting that this data could be utilized for the following: To update the Temecula General Plan Transportation Element, To restructure the current RTA routes throughout the Temecula/Murrieta area, and = To conduct Citywide a public transportation education program. R:\trafficminutes1022201 3 Commissioner Connerton relayed that the information provided to the Subcommitee by staff was extremely thorough and helpful, commending staff for the compilation of this data. For Commissioner Lanier, Chairwoman Edwards relayed that if the recommendations are approved by the Public/Traffic Safety Commission, they would subsequently be presented to the City Council for review and action; with respect to the work in progress, noted that the Subcommittee would continue to meet with staff and bring updates back to the Public/Traffic Safety Commission; advised that as various programs are implemented, it would be advisable for the Public/Traffic Safety Commissioners to become more involved at the community level. Commissioner Connerton additionally noted that community meetings would be held (i.e., with the HOA's), advising that it would be beneficial if the Public/Traffic Safety Commissioners padicipated in these meetings, relaying that the gathered information would be collated into additional recommendations. Commissioner Coe commended the Subcommittee for their great work; Chairwoman Edwards and Commissioner Connedon commended staff for their diligent efforts. MOTION: Commissioner Coe moved to approve the Subcommittee's recommendations. Commissioner Lanier seconded the motion and voice vote reflected approval with the exception of Commissioner Katan who was absent. 3 Public/Traffic Safety Commission Meetin,cI Revision Schedule RECOMMENDATION: 3.1 That the Public/Traffic Safety Commission consider the feasibility of holding one regularly scheduled meeting per month. Director of Public Works Hughes provided an overview of the staff report (of record), noting that in March of 1999 the Public/Traffic Safety Commission had approved scheduling two meetings a month due to the need to address and expedite implementation of several Category 1, 2 and 3 projects to minimize traffic in the City; relayed that in September of 2000 the issue of considering resuming the one monthly meeting schedule was considered, noting the Public/Traffic Safety Commission's decision to bring the issue back at the first of the year (i.e., 2001); and advised that staff was recommending that the Public/Traffic Safety Commission consider resuming the one monthly meeting schedule, relaying that in the event that there was the need for an additional meeting that an additional meeting could be scheduled at any time the Public/Traffic Safety Commission desired. Commissioner Coe noted the recent cancellation of Public/Traffic Safety Commission meetings, advising that traffic situations are moving along very well in the City, noting the significant improvements in traffic; and supported the meetings being held once monthly at this time. Commissioner Connerton concurred in part with Commissioner Coe, while noting that there would be numerous issues regarding the Emergency Transportation Circulation Plan coming up soon; relayed that there were issues that should be addressed by the Public/Traffic Safety Commission but that staff was not available to prepare the agenda R:\trafficminutes\022201 4 items in an expedient manner; recommended continuing the existing meeting schedule for a minimum of six months, and if necessary that the second meeting be cancelled at which time an open forum could be provided -- open to the community, in order to discuss community issues in a public noticed workshop meeting; advised that if there was inadequate staff available for the preparation of these meetings, that it was the City Manager's responsibility to ensure that there was adequate staff suppod; and noted that a Public/Traffic Safety Commissioner could request that items be agendized, relaying that at one time the intent was that each Commissioner would have a specific area of interest or responsibility in the community and would provide repods regarding these issues at every meeting. Commissioner Lanier relayed that it might be more prudent to hold one formal Public/Traffic Safety Commission meeting and to schedule community meetings with the HOA's on the alternate meeting night. In response to Chairwoman Edwards, Director of Public Works Hughes noted the benefits to holding one monthly meeting, listed as follows: 1 ) that when there are two meetings a month, the turnaround time to place an item on the subsequent agenda was restricted due to the timing necessary for the preparation of the report and the agenda, 2) that there was a plethora of staff hours involved in preparing for the meetings (i.e., the minutes preparation, the noticing, the hand-delivering of agenda packets), 3) that there was a great deal of work involved with the cancellation of the scheduled meetings, 4) that the Public/Traffic Safety Commission would be served as well, or better, with one monthly meeting, and 5) that the Public/Traffic Safety Commission had the ability to schedule Special Meetings when they were desired; with respect to staffing issues, relayed that although there was a shodage in the engineering division, that this did not effect the staff time spent to address the requested agendized items; and for Chairwoman Edwards, and Commissioner Lanier, relayed the normal process time for preparing agenda items. Chairwoman Edwards relayed that once various new programs were implemented from the previous recommendations to the City Council that the Public/Traffic Safety Commissioners would be busier; noted that it would be her preference to have one monthly meeting scheduled and to schedule a Special Meeting, if necessary, rather than to schedule two monthly meetings and continually cancel the second meeting. Commissioner Connerton concurred that it appeared negative when meetings were continually cancelled, while noting that it also appeared negative to reduce the number of meetings when there were numerous community concerns regarding traffic issues that the Public/Traffic Safety Commission needed to address; relayed that he disagreed with Director of Public Works Hughes's comments regarding the initial rationale for scheduling two meetings being due to the construction, advising that the Public/Traffic Safety Commission never addressed any construction issues with the exception of striping; noted that the public would be better served with two scheduled meetings, advising that there were additional safety issues that should be addressed; and relayed that he would not support the schedule change. For Chairwoman Edwards, Director of Public Works Hughes provided additional information regarding holding Special Meetings, confirmed that they could be scheduled at the request on one of the Public/Traffic Safety Commissioners. Chairwoman Edwards, R:\tra fCcmin u~es/022201 5 noting for Commissioner Connerton, that he would always have the avenue available to go to staff and request that a Special Meeting be scheduled. Commissioner Coe advised that his concern was based on the number of meetings where there was solely one agendized item, recommending that it would be more appropriate to schedule a meeting when there was a number of issues to address, supporting the concept of meeting once a month with an agenda of significance. in response, Director of Public Works Hughes relayed that if the Public/Traffic Safety Commission had any items regarding issues to be agendized that staff would be open to agendi7ing an item, encouraging the Public/Traffic Safety Commission to bring forward any issues that needed agendizing. Chairwoman Edwards noted the proactive actions of the Public/Traffic Safety Commission since she has served on the Commission over the past two-and-a-half years, enumerating the issues that have been addressed, concurring that the Public/Traffic Safety Commission's workload would ebb and flow. Commissioner Coe reiterated his comments regarding a desire to address vital issues, and not to just schedule two monthly meetings regardless of the matters at hand. For Commissioner Connerton, Director of Public Works Hughes provided an overview of staff's efforts, relaying that there were over 80 CIP projects in various phases that were being addressed; noted that most of staff's efforts were being expended on the advance planning stages for numerous projects (i.e., the Cherry Street Interchange, and other Development Projects); with respect to the neighborhood traffic concerns, advised that as the Commissioners have seen the best solution was increased enforcement; and advised that the number of complaints have been reduced due to the Neighborhood Traffic Enforcement (NET) Program, commending the Public/Traffic Safety Commission for the recommendation to implement this program, relaying that numerous issues were addressed with the develQpment of this program. Commissioner Connerton relayed that if it was a fact that the traffic solutions have been addressed he would be in favor of meeting less frequently, recommending that there be a four-month period of time to consider whether or not this revision in the meeting schedule would be appropriate, recommending that for four months two meetings be scheduled, but that one be cancelled in order to provide additional time to evaluate whether one meeting would be sufficient. MOTION: Commissioner Connerton moved that the Public/Traffic Safety Commission agree to leave the meeting schedule as is, and to cancel the second meeting, if necessary, in order to have the meeting available, if needed. Commissioner Lanier seconded the motion for discussion. (Ultimately this motion failed; see page 7.) Commissioner Lanier relayed that he would be reluctant to revise the meeting schedule and to subsequently schedule 12 Special Meetings, noting that he would not be opposed to maintaining the existing schedule for a short period of time in order to further evaluate the need for the second meeting, and to cancel the second meeting, if necessary. Senior Engineer Moghadam provided the outstanding issues planned to be agendized at this time which was inclusive of two matters pending the opening and operation of Meadows Parkway, Director of Public Works Hughes noting that in April the ClP Program would be presented to the PublicFFraffic Safety Commission, and at some point in the future alternate Specific Plans would be brought forward for review. For Chairwoman Edwards, Director of Public Works Hughes relayed that with respect to the Red Light Camera Program that the City was in the process of advertising for consultants. Chairwoman Edwards advised that this recommendation was to revise the official schedule of two monthly meetings, noting that anytime a Public/Traffic Safety Commissioner saw an additional need, that an additional meeting would be held; and reiterated that the perception of the continual cancellation of meetings would provide a negative impact which was echoed by Commissioner Coe. At this time voice vote was taken (regarding the previous motion) and reflected denial due to Commissioners Coe, Edwards, and Lanier voting no, and Commissioner Katan being absent. MOTION: Commissioner Coe moved to recommend to the City Council that the Public/Traffic Safety Commission revert to meeting once a month with the option of calling a Special Meeting should the need occur. Commissioner Lanier seconded the motion and voice vote reflected approval with the exception of Commissioner Katan who was absent and Commissioner Connerton who voted n_9_o. TRAFFIC ENGINEER'S REPORT Senior Engineer Moghadam provided an overview of items that were currently going out to bid (i.e., the LED Program, the traffic signal at Stone Wood/Margarita Roads) and the schedule for the anticipated completion; and relayed that efforts were being made regarding the final design of the Closed Circuit TV Project which was inclusive of installation of cameras to monitor traffic which would be going to Caltrans for final review. Director of Public Works Hughes noted that the City was recently awarded a $330,000 grant to upgrade and improve the guardrails on Rainbow Canyon Road, that an additional grant was received to upgrade the barrier rails on two culverts, that a grant was received for a City Tree Replacement Program which would be completed in the Margarita Road area - in the northeast portion of the City, and that an additional grant would potentially be received for $2.7 million for the Butterfield Stage Road Project, noting that this grant still needed RCTC approval. Director of Public Works Hughes relayed that with respect to future agendized items, that Mayor Comerchero requested the Public/Traffic Safety Commission to review the feasibility of placing left-turn refuge areas along Margarita Road where the side streets made left-turns onto Margarita Road. POLICE CHIEF'S REPORT With respect to the Rod Run Event, Police Sergeant DiMaggio relayed that it was a great success, noting the attendance of approximately 40,000 pedestrians on R;\tr a[llcminut e s\022201 7 Saturday, noting that there were no arrests on either day; and provided additional information regarding enhancing the Police staff with volunteer help. Regarding the Stop Red Light Abuse Program (SLAP), relayed that within approximately two weeks this program would be initiated, advising that twice a week various Motor Officers would only enforce red light standards, relaying that the program would also include rewarding individuals who did not run red lights. Police Sergeant DiMaggio noted that the Police Department has submitted a request for grants for updated traffic equipment (i.e., new breathalizing machines, radar trailers, and new motorcycles). Police Sergeant DiMaggio relayed that two weeks ago, two additional patrol cars were added to the Police Depadment which now would encompass eight sworn Officers, and one non-sworn Officer assigned to the traffic division, noting the potential for an additional NET Officer in July with the Vail Ranch annexation. Police Sergeant DiMaggio advised that on February 23, 2001 the Police Department would hold a DUI checkpoint, inviting the Public/Traffic Safety Commissioners to attend, noting that it would begin at 7:00 P.M., and would be held on Old Town Front Street, south of Santiago Road. FIRE CHIEF'S REPORT No comments. COMMISSION REPORTS A. Commissioner Connerton reiterated his commendation to staff for the preparation of the material that was provided to the ETCP Subcommittee. Commissioner Connerton requested staff to investigate the traffic which backed~ up on the southbound 1-15 freeway at the Winchester Road offramp. In response, Director of Public Works Hughes relayed that staff has been monitoring this ramp, noting that staff had made the same observations, advising that drivers enter the auxiliary lane and begin slowing prematurely, relaying that the bridge was constantly flowing at an acceptable rate; noted that this impact was most likely due to driver behavior patterns; relayed that staff was in the process of addressing Caltrans (via a letter) in order to request assistance regarding the overall operation of that southbound ramp; noted that staff has visited the area of concern in order to capture the backed-up traffic on video cameras, advising that each time staff went to the area to videotape the impacts, the traffic was flowing just fine; relayed that there was only one exit lane at Winchester Road, noting that there had been a CIP program to widen the bridge over the Santa Gertrudis Creek, advising that the bridge widening was approximately eighty-five percent (85%) complete, while noting that the City was also proceeding with a project study report with the Cherry Street Interchange Project which has identified that the bridge at the Santa Gertrudis Creek would need to be removed for the new interchange at Cherry Street, clarifying that at this time the City was abandoning the bridge widening project; and noted that at the offramp, drivers were forming two lanes, and that it would not be worthwhile to widen this area and construct two exit lanes. Commissioner Connerton noted that on Winchester Road there had been numerous accidents, querying if there was a specific cause. In response, Po[ice Sergeant DiMaggio relayed that the accidents were primarily caused due to unsafe speeds traveled for the roadway conditions (i.e., rain). Commissioner Lanier noted that the Police Department was well represented at the Rod Run Event, commending the professionalism exhibited by the City. Per discussions with a resident, Commissioner Lanier relayed the request as to whether there were warrants to place a signal at Rancho California Road/Yukon Road. Senior Engineer Moghadam noted that this area had been investigated, advising that it was on a list of areas to closely watch, noting that there was no plan to install a signal at this time. Commissioner Lanier recommended adding a Safe Driving Tip (from the Police Department) to the Public Works News Release. Commissioner Coe thanked Councilman Pratt for his attendance at the Public/Traffic Safety Commission meetings. With respect to the flashing lights in the school zone in front of Temecula Middle School, Commissioner Coe noted that the lights were not working. Senior Engineer Moghadam noted that the Signal Technician had investigated this issue three times; and queried what time the lights were not flashing, noting that the timing of the lights was based on the school's schedule. In response, Commissioner Coe relayed that the lights were not flashing between 7:30 and 8:15 A.M. Senior Engineer Moghadam relayed that he would personally investigate the lights and check if there had been changes in the school schedule. Director of Public Works Hughes recommended the Commissioner Coe be provided the times that the lights were set to be flashing, advising that he call staff if they were not flashing at these times in order for staff to address the problem. Commissioner Coe noticed that various yellow signs had been changed to a neon yellow color, querying whether this was a State standard, noting that it was a great concept. Senior Engineer Moghadam noted that approximately six months ago, the State approved the neon colored signs, advising that the City had retrofitted all the R:\trafficminutes\022201 9 school signs to the new color, noting that the intent was to create a variant color in the school zones. Commissioner Coe suggested that if the amber color in the signals was changed to this neon color, that it would create a differentiation from the alternate yellow lights throughout the City. Chairwoman Edwards recommended agendizing the Active School Signs matter for a Public/Traffic Safety Commission meeting, noting that the sign displayed the speeds traveled and was designed for implementation in school zones, presenting the sign to the Public/Traffic Safety Commission, via overheads. For Chairwoman Edwards, Senior Engineer Moghadam relayed that staff had not received any complaints from the Via Sabino residents, noting the Iow volumes in this area. Police Sergeant DiMaggio added that the NET Officer patrolled this area, confirming that speeding in this area was not a significant factor. For Chairwoman Edwards, Police Sergeant DiMaggio relayed that to address the car break-in issues at the mall, the Police Department has contacted the RAID task force, providing additional information regarding the proposed solution which would be implemented in approximately 3-4 weeks. Chairwoman Edwards noted that the Public/Traffic Safety Commission was interested in continuing to review Specific Plans. ADJOURNMENT MOTION: Commissioner Connerton moved to cancel the March 8, 2001 Public/Traffic Safety Commission meeting, and to adjourn to the March 22, 2001 Public/Traffic Safety Commission meeting. The motion was seconded by Commissioner Lanier and voice vote reflected approval with the exception of Commissioner Katan who was absent. At 7:29 P.M. Chairwoman Edwards formally adjourned this meeting to Thursday, March 22, 2001 at 6:00 P.M., in the City Council Chambers, 43200 Business Park Drive, Temecula. Chairwoman Maryann Edwards Administrative Secretary Anita Pyle R:\traCflcminutes\022201 1 0 ITEM NO. 2 TO: FROM: DATE: SUBJECT: AGENDA REPORT Public/Traffic Safety Commission ~-~Ali Moghadam, P.E., Engineer, Traffic Senior April 26, 2001 Item 2 Neighborhood Traffic Calming Program - Muirfield Drive RECOMMENDATION: That the Public/Traffic Safety Commission implement Stage 1 of the Neighborhood Traffic Calming Program, which may include establishing a date to hold a workshop/meeting with the Muirfield Drive area residents. BACKGROUND: At the meeting of March 22, 2001, the Public/Traffic Safety Commission received a request from Mr. Warren Knox to review the feasibility of implementing neighborhood traffic control devices to reduce vehicular speeds and volumes on Muirfield Drive. Muirfield Drive west of Pala Road is a relatively short residential collector street with a posted speed limit of 25 miles per hour. During several observations of traffic conditions on this street, staff did not observe an excessive speeding or volume problem. Staff is recommending the implementation of Stage 1 of the Neighborhood Traffic Calming Program, which includes enforcement of the existing posted speed limit and use of the radar trailer. The Commission also has the option of scheduling a workshop/meeting with Mr. Knox and the Muirfield Drive area residents to identify the perceived problems and determine possible solutions. The public and area residents have been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process and by written correspondence to Mr. Knox. FISCAL IMPACT: None Attachment: 1. Exhibit "A" - Letter to Mr. Warren Knox dated April 2, 2001 2. Exhibit "B" - Location Map r:\traffic\commissn\agenda\2001 \0322\NTCPmeetingmuirfield/ajp EXHIBIT "A' Letter to Mr. Warren Knox Dated April 2, 2001 43200 Business Park Drive Temecula, CA 92590 Mailing Address: RO. Box 9033.Temecula, CA 92589-9033 1909} 694-641 I · Fax {909~ 694.-6475 April 2, 200! Mr. Warren Knox 44885 Muirfield Drive Temecula, California 92592 Subject: Traffic Concerns on Muirfield Drive Dear Mr. Knox: Thank you for attending the Public/Traffic Safety Commission meeting of March 22, 2001, to express your concerns regarding vehicular speeds and increased traffic flow on Muirfield Drive. At the meeting, you suggested the installation of speed undulations or other traffic control devices to modify driver behavior. Recently, the City of Temecula adopted a Neighborhood Traffic Calming Program (NTCP) to establish procedures and techniques to address neighborhood traffic concerns. The program addresses traffic calming in a two-stage approach. Stagel is comprised of actions that are primarily education and enforcement based, and Stage 2 is comprised of actions that involve roadway design features to reduce vehicular speeds and volumes. One of the key elements to the NTCP process is to meet with the area residents, in a workshop atmosphere, to identify the perceived problem and develop potential solutions. Enclosed you will find a copy of the NTCP which describes the process and the various traffic calming tools available. At the Public/Traffic Safety Commission meeting of April 26, 2001, we will request that commission begin the NTCP process by scheduling a workshop/meeting between staff, commissioners, police and area residents. It is important that you and representatives from your community attend this meeting so that a workshop date can be determined. The Public/Traffic Safety Commission meetings are held at 6:00 P.M., at the City Council Chambers located at 43200 Business Park Drive. If you have any questions regarding this matter, please contact Jerry Gonzalez, Associate Engineer or me at (909) 694-6411. Sincerely, Enclosure: CC: Public/Traffic Safety Commission William G. Hughes, Director of Public Works/City Engineer Jerry Gonzalez, Associate Engineer EXHIBIT "B" LOCATION MAP ITEM NO. 3 TO: FROM: DATE: SUBJECT: AGENDA REPORT Public/Traffic Safety Commission ~-~Ali P.E., Senior Traffic Moghadam, Engineer, April 26, 2001 Item 3 Request for Multi-Way Stop Signs - Promenade Chardonnay Hills RECOMMENDATION: That the Public/Traffic Safety Commission deny the request for installation of Multi-Way Stop Signs on Promenade Chardonnay Hills and recommend implementation of Stage 1 of the Neighborhood Traffic Calming Program. BACKGROUND: At the meeting of October 12, 2000, the Public/Traffic Safety Commission received a request from Mr. Joseph T. LaMarca to review the feasibility of installing multi-way stop signs at three (3) locations to reduce vehicular volumes and speeds caused by cut-through traffic along Promenade Chardonnay Hills. In January 2001, Mr. LaMarca was notified in writing that the Commission would consider the issue at a furore meeting, following the opening of Meadows Parkway. Subsequent requests were received in January 2001, from Ms. Rebecca Wilson, representing the homeowners association, expressing the same concerns as Mr. LaMarca and in February 2001, from Mr. Lloyd Bushaw requesting multi-way stops at Heitz Lane. The public has been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process and by writing. Promenade Chardonnay Hills is a 44-foot wide residential street that functions as a residential collector providing direct access to numerous residential units between La Serena Way and Rancho California Road. On-street parking is allowed on both sides of the roadway. The average daily traffic (ADT) volume on Promenade Chardonnay Hills is approximately 1,679 ADT south of La Serena Way, 702 ADT south of Heitz Lane, 656 ADT west of Promenade Bordeaux, 1,360 ADT west of Chemin Clinet and 2,222 ADT north of Rancho California Road. The prima facie speed limit is 25 MPH on Promenade Chardonnay Hills. Heitz Lane east of Promenade Chardonnay Hills is a 44-foot wide residential street that functions as a residential collector providing direct access to numerous residential units at Promenade Chardonnay Hills and via Promenade Bordeaux. West of Promenade Chardonnay Hills, Heitz Lane is a 40-foot wide residential street that functions as a residential collector. The prima facie speed limit is 25 MPH on both segments of Heitz Lane. r:\traffic\commissaXagendaX2001\0426\PromChardonnayHills/ajp Promenade Bordeaux is a 44-foot wide residential street that functions as a residential collector providing direct access to numerous residential units at Promenade Chardonnay Hills and via Heitz Lane. The prima facie speed limit is 25 MPH on Promenade Bordeaux. Chemin Clinet is a 40-foot wide residential street that functions as a residential collector providing direct access between Promenade Chardonnay Hills and Butterfield Stage Road. The prima facie speed limit is 25 MPH on Chemin Clinet. Chemin Margaux is a 40-foot wide residential street that provides direct access between Promenade Chardonnay Hills and Placer Belair. The prima facie speed limit is 25 MPH on Chemin Margaux. Chemin La Tache is a 40-foot wide residential street that provides direct access between Promenade Chardonnay Hills and Cercle Chambertin. The prima facie speed limit is 25 MPH on Chemin La Tache. In December 2000, traffic volume data was collected at three (3) locations on Promenade Chardonnay Hills and one (1) location on Heitz Lane to determine vehicular travel patterns prior to the opening of Meadows Parkway. In addition to the traffic count data collection, a speed survey was performed on Promenade Chardonnay Hills and Heitz Lane. The speed and traffic count data was collected for a period of seven consecutive days. In April 2001, speed and traffic count data was collected at the same locations for a similar seven-day period. In addition to these locations, data was also collected at 2 new locations on Promenade Chardonnay Hills to determine if vehicular volumes had been diverted from Heitz Lane/Promenade Bordeaux to the new segment, which opened in January 2001. Copies of the vehicular volume and speed data are included as Exhibits "B" and "C". The table below summarizes the results of the data collection: LOCATION 12/04/00 04/07/01 Prom. Chardonnay Hills Volume (ADT) 2,342 1,679 S/O La Serena Way Prom. Chardonnay Hills Volume (ADT) 0 702 S/O Heitz Lane Speed (85~h %) 0 32 MPH Prom. Chardonnay Hills Volume (ADT) 0 656 W/O Prom. Bordeaux Speed (85m %) 0 41 MPH Prom. Chardonnay Hills Volume (ADT) 1,737 1,360 N/O Chemin Clinet Speed (85m %) 33 MPH 32 MPH Prom. Chardonnay Hills Volume (ADT) 2,720 2,222 N/O Rancho Calif. Rd. Heitz Lane E/O Simi Volume(ADT) 1,429 797 Court Speed (85a~ %) 32 MPH As shown, the before and after data collection indicates that traffic volumes have decreased since the opening of Meadows Parkway. The data also indicates that 85a~ percentile speeds have remained consistent even with the decrease in vehicular volumes. Although the speed survey data indicates that 85th percentile speeds do exceed the prima facie speed limit, the majority of drivers are traveling at reasonable and prudent speeds for conditions. Moreover, the 85th percentile speeds observed on Promenade Chardonnay Hills are consistent with vehicular speeds observed on other City streets such as, Via Cordoba, North General Kearny Road and Calle Medusa that are primarily residential, but function as residential collectors. 2 r:Xtraffic\con~missn~agenda\2001 \0426\PromChardonnayHills/ajp In order to evaluate multi-way stop warrants~entering vehicular volume data was evaluated at the four (4) requested intersections along Promenade Chardonnay Hills. The intersections are: Chemin Clinet, Chemin La Tache, Chemin Margaux and Heitz Lane. The intersection of Promenade Bordeaux was also included in the evaluation. A multi-way stop warrant analysis was performed for each of the five intersections. The Caltrans Traffic Manual indicates that the 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 vehicle speeds. There are three (3) criteria that Caltrans has established for the evaluation of Multi-Way Stop signs. These criteria are as follows: Where signals are warranted and urgently needed, the multi-way stop may be an interim measure that can be installed quickly to control traffic while arrangements are being made for the signal installations. An accident problem, as indicated by five (5) or more reported accidents within a twelve (12) month period of a type susceptible to correction by a multi-way stop installation. Such accidents include right and left-turn collisions as well as right-angle collisions. 3. Minimum Traffic Volumes The total vehicular volume entering the intersection from all approaches must average at least 500 vehicles per hour for any eight (8) hours of an average day, and The combined vehicular and pedestrian volume from the minor street or highway must average 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 When the 85-percential approach speed of the major street traffic exceeds 40 miles per hour, the minimum vehicular volume warrant is 70 percent of the above requirements. 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 justified on Promenade Chardonnay Hills at any of the five locations. Another concern expressed by the residents is that there is a high volume of "cut-through" traffic on Promenade Chardonnay Hills between Rancho California Road and La Serena Way. The before and after traffic volume data indicates that Promenade Chardonnay Hills carries from 656 ADT to 1,679 ADT between Rancho California Road and La Serena Way. Collectively, the Chardonnay Hills development (between Rancho California Road and La Serena Way) has approximately 468 existing single-family dwelling units that can potentially generate a traffic volume of 4,680 ADT. This volume is based on a trip generation rate of 10 trips per day per dwelling unit. There is another 92 single family dwelling units proposed or under construction that could potentially increase the traffic volume by 920 ADT. The total volumes shown are approximately one-third of what would normally be expected from the number of residential units within the community that have access to Promenade Chardonnay Hills. Although it is the resident's perception that there is a high volume of "cut-through" traffic, it is staff's opinion that the majority of "cut-through" traffic observed by the residents is attributed to intra-subdivision trips between the Promenade Hills community to the north (south of La Serena Way) and to the south (north of Rancho 3 California Road). Moreover, it is staff's opinion that Promenade Chardonnay Hills is being used as it was designed, to access arterial streets from a residential area. 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 Via Cordoba. For these reasons, staff recommends denial of the request for multi-way stop signs on Promenade Chardonnay Hills at the requested locations and recommends the implementation of Stage 1 of the Neighborhood Traffic Calming Program including increased enforcement, use of the radar trailer and installation of speed limit signs with special regulatory "Fines Up To $281" signs. FISCAL IMPACT: Funds are available for signing and pavement markings in the Public Works Routine Street Maintenance Account. Attachment: 1. Exhibit "A" - Location Map 2. Exhibit "B" - Vehicular Speed and Volume Data, December 2000 3. Exhibit "C"- Vehicular Speed and Volume Data, April 2001 4. Exhibit "D" - Multi-Way Stop Warrant Analysis 4 r:\traffic\commissn\agenda\2~}l\0426\PromChardonnayHills/ajp EXHIBIT "A" LOCATION MAP EXHIBIT "B" VEHICULAR SPEED AND VOLUME DATA DECEMBER 2000 2,72o ,4p'F Barbara N. Sacket~ RECEIVED DEC 2 0 2000 CITY OF: TEMECiJLA ENGINEERING DEPARTMENT Cbunts Unlimited, Inc. 2542~I jaclyn Avenue 'CITY OF TEMEC'ULA PROMENADE CHARRDONNAY-HILLS .. Between RANCHO CALIFORNIA - CHEMIN LAURENT Direct onal Volume count 7 Day/24 Hour December 2000 Mor~no Valley, CA 92557 T 909 247 6716 909 924 8604 CITY OF TEMECULA PROMENADE CHARDONEY HILLS B[RANCBO CALIFORNIA RD & CHEMIN LAURENT 7 DAY DIRECTIONAL VOLUME COUNT COUNTS UNLIMITED 909-247-6716 NORTH/SOUTH Begin Mort. 12/04 Time NBND SBND 12:00 am 01:00 02:00 03:00 04:00 05:00 00:00 07:00 OB:O0 09:00 10:00 11:00 Tues, NBND Ned. SBND EBND Thur. Fri. SBND NBND SBND NBND * * 0 * * 0 * * 3 * * 3 * * 2 * * 7 * * 38 * * 72 * * 68 * * 67 * * 73 * * 50 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Totals 0 0 Site Code : 156452 Start Darn: 12/04/2000 File I.D. : TEPCRCCL Pa~e : 1 Sat. Sun. Neek Avg. SBND NBND SBND NBND SBND NBND SBND 3 24 16 26 14 19 11 3 12 8 11 6 11 6 2 3 7 8 4 5 4 4 1 4 1 5 2 4 18 1 8 3 6 2 1t 43 2 16 1 6 3 22 73 15 26 6 18 20 39 168 24 59 4 36 33 88 157 44 80 17 75 43 104 70 70 95 43 69 60 70 85 73 106 74 82 73 91 80 90 103 60 80 67 88 * * * * 80 75 80 105 * * * * 67 96 87 85 * * * * 96 104 100 88 * * * * 154 142 I00 93 * * * * 115 103 97 96 * * * * 142 87 108 88 * * * * 118 86 82 72 * * * * 85 52 64 59 * * * * 64 37 44 39 * * * * 52 44 53 34 * * * * 51 44 47 30 * * * * 36 30 34 14 0 0 0 0 1463 1606 1264 1331 0 0 3069 2595 80 90 80 90 87 95 80 92 87 68 94 87 76 78 113 104 85 83 100 94 08 83 116 86 74 80 91 79 70 46 73 52 67 46 58 41 24 26 43 35 24 11 41 28 13 8 28 17 1039 1115 1255 1351 2154 2606 Avg. Day AM Peaks Volume PM Peaks Volume .O% .o% .o% .o% .O% .0% .0% .0% 116.5%'Lt~8% 100~-7% 98.5% ~;2.7% 10:00 07:00 11:00 10:00 ].0:00 73 168 90 106 74 03:00 03:00 03:00 12:00 05:00 154 142 100 105 98 82.5% 10:00 10:00 08:00 82 73 104 01:00 05:00 03:00 95 116 104 CITY OF TEMECULA PROMENADE CNARDONEY HILLS E/RANCHO CALIFORNIA RD & CHEMIN LAURENT 7 DAY DIRECTIONAL VOLUME COUNT COUNTS UNLIMITED 909-247-6716 NORTH/SOUTH Begin Mort. 12/1I Tues. Wed. Thur. Time NBND SBHD NBND SBMD NBND SEND NBND 12:00 am 4 3 11 6 11 3 10 4 01:00 2 1 3 4 2 3 2 3 02:00 4 2 1 3 3 1 0 1 03:00 1 5 3 8 2 3 2 6 04:00 2 19 4 17 2 20 2 23 05:00 5 33 9 50 3 49 8 34 06:00 32 77 36 78 37 70 43 71 07:00 68 183 68 168 59 181 58 171 08:00 79 127 88 123 82 149 76 139 09:00 49 64 50 74 62 66 67 87 10:00 55 64 45 59 45 72 48 82 lh00 50 67 54 75 68 74 66 73 Fri. Sat. SBND NBND SBND NBND 12:00 pm 76 70 77 80 78 70 80 82 01:00 72 70 58 59 64 63 75 70 02:00 98 121 97 108 88 112 103 124 03:00 120 128 129 128 136 130 154 132 04:00 112 108 104 110 116 89 109 116 05:00 140 86 136 92 145 103 118 87 06:00 92 79 107 77 116 87 109 96 07:00 72 62 80 41 94 41 92 48 08:00 72 38 60 42 70 34 87 36 09:00 42 25 53 28 52 28 52 30 10:00 29 13 19 18 32 17 34 9 lh00 14 8 16 10 14 12 25 12 Totals 1290 1461 130B 1458 1381 1477 1422 i536 2751 2766 2858 2958 SUn. SBND NBND Site Code: 156452 Start Date: 12/04/2000 File I.D. : TEPCRCCL P~g~ ; 2 Week Avg. SBND NBND SBND 9 4 2 3 2 2 2 6 2 20 6 42 37 74~ 63 176~ 81 134 ~ 57 73 48 69 60 72 78 78 67 66 96 116~ 135 130 110 106 135 92 106 84 48 72 30 50 28 28 14 17 10 1347 1486 0 2833 Avg. Day 95.7% 98.3% 97.1% 98.1% 102.5% 99.3% 105.5% 103.3% .0% .0% .0% .0% .0% AM Peaks 08:00 07:00 08:00 07:00 08:00 07:00 08:00 07:00 Volume 79 183 08 168 02 181 76 171 PM Peaks 05:00 03:00 00:00 03:00 05:00 03:00 03:00 03:00 Volume 140 128 136 128 145 130 154 132 .O% 08:00 07:00 81 176 03:00 03:00 135 130 ADTs Barbara N. Sackett DEC 2 0 2000 CITY OF TEMECOLA · ENGINEERiN~GGDEPAR...TMEN~TT CITY OF .TEMECULA PROMENADE CHARDONNAY HILLS NORTH OF CHEMIN CLINET Counts Unlimited, Inc. Directional Speed Survey 7 Day/24 Hour December 2000 25q24 jaclyn Avenue i~oreflo Valley, CA 92557 T 909 247 6716 F 909 924 8604 E ctsun[td@aol.com CITY OF TEMECULA PROMENADE CMARDONEY EILLS N/O CHEMIN CLINET' 7 DAY DIRECT30NAL SPEED SURVEY Begin Int. 0- 16 21 26 Time TO~i 15 20 25 30 12:00 12/08 4 0 0 0 1 2 0 01:00 6 0 0 0 2 3 1 02:00 1 0 0 0 0 0 1 03:00 3 0 1 0 1 0 1 04:00 3 0 0 2 0 0 1 05:00 5 1 0 1 1 1 1 06:00 66 6 15 10 26 7 1 07:00 64 0 16 17 17 10 4 08:00 57 5 16 15 11 7 2 08:00 50 3 15 8 16 6 I 10:00 47 0 7 13 19 7 1 11:00 36 1 3 15 8 7 2 12:00 pm 51 4 8 15 15 0 1 01:00 47 2 13 10 17 5 0 02:00 76 2 15 I8 28 11 2 03:00 128 3 32 39 36 12 6 04:00 80 3 17 19 26 13 2 05:00 98 3 I4 32 34 8 06:00 76 3 7 24 30 i0 2 07:00 62 0 08:00 34 4 6 12 10 1 1 09:00 29 2 2 5 13 6 0 10:00 30 1 2 11 10 5 1 11:00 22 Q 0 5 ~ 6 2 Day Totals 1075 43 198 288 357 144 38 12:00 12/09 19 0 4 2 3 5 3 01:00 8 0 1 2 1 2 2 02:00~' . 1 '0 0 -; 0 1 0 '0 ' 03:00 1 0 1 0 0 0 0 04:00 1 0 0 0 1 0 0 05:00 3 0 1 1 1 0 0 06:00 11 1 0 3 4 3 0 07:00 19 1 3 4 8 1 2 08:00 41 4 4 12 i1 8 2 09:00 34 t 4 ? 9 8 5 10:00 57 1 11 11 20 12 2 11:00 S? 3 10 13 21 17 3 12:00 pm 55 2 7 14 14 14 4 0 01:00 45 1 6 8 15 11 2 2 02:00 66 3 11 26 15 9 2 0 03:00 81 3 15 I2 30 18 2 1 04:00 59 0 4 12 22 19 2 0 05:00 81 4 13 18 27 15 3 1 06:00 56 4 9 19 12 8 3 1 07:00 45 5 3 12 13 8 4 0 08:00 19 1 4 2 7 3 2 0 09:00 25 2 5 2 9 6 1 0 I0:00 33 0 3 9 11 6 2 2 11:00 25 0 4 2 10 8 1 0 Day Totals 852 36 123 191 265 181 47 8 COUNTS UNLIMITED 909-247-6716 NQETEBOUND 31 36 4t 46 51 56 35 40 45 $0 55 60 61 66 65 70 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC P~gQ : 1 71 76 75 9999 0 0 CITY OF TEMECHLA PROMENADE CHARDONEY HILLS N/O CHEMIN CLINE2- 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 21 26 Time Total 15 20 25 30 I2:00 12/10 15 0 2 2 7 2 2 01:00 7 0 1 2 2 1 1 02:00 5 0 0 1 2 2 0 03:00 1 0 0 0 0 1 0 04:00 0 0 0 0 0 0 0 05:00 1 0 0 1 0 0 0 06:00 4 1 1 0 1 1 0 07:00 2 0 0 1 0 0 1 08:00 14 2 2 2 4 4 0 09:00 29 0 3 7 9 8 0 10:00 58 0 8 13 16 17 3 11:00 43 0 10 9 10 11 2 12:00 pm 67 1 11 01:00 56 0 10 02:00 54 1 6 03:00 51 0 1i 04:00 72 2 16 05:00 48 0 06:00 34 6 07:00 48 2 08:00 42 3 09:00 18 I 10:00 11 0 11;00 ~ 0 13 15 20 5 1 4 17 18 7 0 10 22 10 5 0 14 12 11 3 0 13 23 14 3 1 9 23 8 1 1 8 7 8 1 0 12 16 9 1 1 10 15 6 3 1 7 3 1 2 0 2 1 6 0 0 1 5 1 1 0 Day Totals 688 12:00 12/11 3 01:00 2 02:00 2 03:00 2 04:00 1 05:00 5 06:00 47 07:00 74 08:00 69 09:00 33 10:00 28 11:00 30 12:00 pm 51 01:00 43 02:00 65 03:00 90 04:00 83 05:00 83 06:00 53 07:00 46 08:00 38 09:00 28 10:00 15 11:00 7 Day Totals 898 19 108 141 210 159 41 8 0 0 1 0 0 1 1 0 0 0 1 0 0 0 1 1 1 2 1 10 8 13 2 19 18 13 1 17 13 21 0 4 4 12 0 3 6 1 1 3 5 7 COUNTS UNLIMITED 909-247-6716 NORTHBOUND 31 36 41 46 35 40 45 50 1 1 0 0 1 0 0 0 1 1 0 0 0 0 0 0 1 0 12 3 0 15 5 1 12 4 1 13 0 0 14 3 0 10 3 1 4 12 7 18 8 1 1 1 5 12 12 7 4 2 4 10 18 17 12 1 2 5 16 21 29 15 3 0 1 16 22 25 15 4 0 2 9 20 28 17 6 0 0 8 14 22 5 2 2 3 9 7 19 6 1 1 2 5 6 8 13 3 1 0 6 t 10 7 4 0 1 3 0 4 2 4 1 0 1 1 3 0 2 0 30 156 186 267 185 56 14 51 56 61 55 6O 65 Site Code: 156458 Start Date: 12/08/2000 Pile I.D. : TEPCNOCC P~g~ : 2 66 71 76 CITY DF TEMECULA EROMENADE CHARDONEY HILLS N/0.CMEMIN CLINEF 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED 909-247-6711 NQRTEBQUND Begin Int. Time Total 12:00 12/12 5 01:00 1 02:00 2 03:00 1 04:00 4 05:00 5 06:00 54 07:00 71 08:00 63 09:00 42 10:00 32 lhO0 35 12:00 pm 47 01:00 40 02:00 82 03:00 100 04:00 92 05:00 89 06:00 79 07:00 48 08:00 35 09:00 32 10:00 13 lhO0 I~ Day Totals 985 12:00 12/13 4 01:00 2 02:00 2 03:00 2 04:00 3 05:00 2 06:00 51 07:00 70 08:00 66 09:00 44 10:00 35 11:00 36 12:00 pm 66 01:00 46 02:00 54 03:00 119 04:00 9i 05:00 98 06:00 79 07:00 57 08:00 41 09:00 28 10:00 19 11:00 12 Day Totals 1027 0- 16 21 19 20 25 0 0 1 0 0 1 9 14 11 9 10 7 5 5 9 3 3 2 10 4 1 6 8 2 12 16 4 14 19 3 20 18 1 13 I7 1 10 19 2 8 0 6 0 10 1 3 1 2 26 31 36 41 30 39 40 45 3 2 0 0 0 1 0 0 0 1 0 0 1 0 0 0 2 1 0 1 1 1 2 0 17 12 4 1 2t 17 6 0 24 17 0 0 15 9 4 1 7 5 4 0 12 7 3 1 14 13 3 1 7 14 3 1 24 21 5 2 42 17 3 1 29 14 4 1 41 14 2 0 25 21 3 0 20 9 2 0 14 7 1 1 5 11 1 0 3 2 1 1 1 3 ) 0 46 51 56 61 50 55 65 34 155 179 328 219 0 0 0 1 0 0 0 1 1 I 0 0 3 10 7 2 18 12 2 12 15 2 4 6 1 6 4 2 3 8 54 2 2 0 1 0 0 1 1 0 1 0 0 t 0 0 0 0 1 10 18 3 9 19 9 19 13 3 9 17 5 14 8 2 10 11 2 12 4 6 12 23 15 5 1 1 4 12 15 7 4 2 1 13 12 18 8 2 0 5 12 36 33 28 3 2 2 i6 26 27 15 3 1 3 15 17 36 20 5 0 6 13 13 21 20 6 0 2 8 13 16 13 5 0 4 5 6 12 11 2 1 3 5 5 9 5 1 0 2 1 4 5 4 3 0 Q 1 2 6 ~ 2 Q 46 152 213 298 236 66 11 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC 66 71 76 0 75 9999 CITY OP TEMECULA PROMHNADE CHARDONEY HILLS N/O CHEMIN CLINH~ 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 12/14 5 01:00 3 02:00 0 03:00 2 04:00 3 05:00 5 06:00 48 07:00 70 08:00 66 09:00 39 10:00 38 11:00 45 12:00 pm 43 OhO0 57 02:00 77 03:00 104 04:00 86 05:00 66 06:00 79 07:00 51 08:00 63 09:00 31 10:00 22 lh00 16 COUNTS UNLIMITED 909-247-6716 NQRTHBQUND 16 21 26 31 36 41 20 25 30 35 40 45 0 0 3 2 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 1 0 0 1 1 1 0 1 1 9 9 14 9 4 0 20 10 12 26 6 0 12 15 17 12 6 1 7 5 11 1t 5 0 8 9 6 10 4 0 6 5 17 12 3 0 Day Totals 1028 36 149 12:00 12/15 2 0 OhO0 2 0 02:00 0 0 03:00 3 1 04:00 5 1 05:00 6 0 06:00 46 1t 07:00 72 11 08:00 72 13 09:00 46 9 10:00 44 2 11:00 38 6 12:00 pm 64 5 9 OhO0 56 4 1 02:00 94 2 13 03:00 109 5 20 04:00 97 1 19 05:00 85 2 6 06:00 71 3 10 07:00 44 3 2 08:00 50 1 3 00:00 39 4 3 10:00 34 0 4 lh00 25 0 ~ Day Totals 1104 44 147 7 10 14 7 4 0 5 10 22 13 3 1 9 29 19 12 5 0 16 35 30 14 2 2 16 21 31 8 5 1 10 17 21 15 2 0 8 19 27 15 3 2 2 12 21 11 3 0 6 18 21 13 4 0 2 4 14 7 2 1 1 3 11 4 2 1 1 3 4 7 0 0 236 317 211 64 10 0 1 1 0 1 0 1 0 0 0 0 0 0 0 2 0 1 2 1 0 1 0 3 2 10 8 10 7 11 17 18 8 13 14 20 7 11 7 14 3 7 17 11 3 6 9 11 6 12 14 19 5 0 11 17 10 10 2 10 32 19 7 2 22 35 20 4 3 33 24 17 2 1 22 30 15 1 0 15 30 10 2 10 20 7 2 0 13 21 10 1 1 11 8 12 0 1 7 6 9 7 1 0 6 5 2 1 243 327 245 79 16 46 5t 56 61 66 5o 55 6o 0 70 Site Code: 156458 Start Date: 12/08/2000 Pile I.D. : TEPCNOCC P~g~ ; 4 71 76 75 09~ 0 0 0 0 0 0 0 0 0 0 0 0 0 CITY OF TEMECULA PROMENADE CEARDONEY HILLS N/O CHEMIN CLINET 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED 909-247-6716 NORTHBOUND Begin Int. 0- Tine Total 15 12:00 12/16 19 01:00 13 02:00 4 03:00 2 04:00 2 05:00 4 06:00 7 07:00 23 08:00 31 09:00 17 16 21 26 31 36 41 46 20 25 30 35 40 45 50 3 2 7 5 2 0 2 2 4 3 2 0 0 0 2 1 0 1 0 1 0 1 0 0 0 0 0 1 1 0 0 1 0 0 2 1 2 1 0 4 0 0 4 1 6 8 3 1 4 5 7 10 3 2 1 4 8 4 0 0 Grand Total 7780 288 1204 1694 2403 1617 458 88 11 Sueed Statistics. 15th Percentile Speed : 18 MPH Median Speed (50th percentile): 26 MPE Average Speed - All Vehicles : 27 MPH 85th Percentile Speed : 33 MPH 95th Percentile Speed : 37 MPH 10 MPR Pace Speed : 21-30 MPH Number of Vehicles in Pace : 4097 Percent of Vehicles in Pace : 52.78% Number of Vehicles > 55 MPE : 12 Percent of Vehicles > 55 MPH: .15% 51 56 61 66 55 60 65 70 0 0 0 0 0 0 0 0 0 0 5 5 2 3 2 0 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC 71 76 CITY OF TEMNCULA PROMENADE CEAEDONEY HILLS N/O CBBMIN CLINE2- 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 12/08 1 01:00 1 02:00 I 03:00 2 04:00 8 05:00 16 06:00 39 07:00 127 08:00 93 09:00 5t 10:00 54 11:00 51 12:00 pm 38 01:00 59 02:00 90 03:00 93 04:00 74 05:00 61 06:00 51 07:00 38 08:00 25 09:00 31 10:00 30 I1:00 23 Day Totals 1057 12:00 12/09 13 01:00 8 02:00 5 03:00 2 04:00 4 05:00 7 06:00 13 07:00 43 08:00 55 09:00 55 10:00 67 11:00 60 i2:00 pm 66 01:00 49 02:00 57 03:00 57 04:00 68 05:00 47 06:00 49 07:00 42 08:00 21 09:00 29 10:00 25 11:00 8 Day Totals 850 0- 16 21 26 15 20 25 30 0 0 1 0 0 0 0 0 0 1 0 0 0 2 1 0 0 4 1 6 15 9 15 63 6 28 37 7 14 21 4 9 29 7 15 19 2 0 8 14 0 2 16 20 1 4 29 26 2 4 27 37 1 5 20 32 0 3 12 26 1 0 13 23 0 1 16 1 3 12 1 2 10 0 0 7 0 0 8 31 0 0 0 0 4 8 13 33 17 5 8 9 11 18 23 22 13 15 13 9 3 5 13 9 COUNTS UNLIMITED 909-247-6716 36 4O 2 '2 6 1 3 5 1 3 2 2 3 4 17 59 240 421 252 56 10 1 2 0 5 0 3 1 1 0 3 0 4 0 9 1 11 14 5 14 14 4 11 20 5 14 30 6 1E 20 6 3 2 0 0 2 3 11 17 15 14 15 SOUTHBOUND 41 4~ 0 1 0 1 1 2 2 3 12 21 23 5 0 0 3 0 9 19 t4 3 0 1 1 6 22 10 6 3 0 0 1 1 10 27 13 4 1 0 0 6 13 23 24 2 0 0 4 2 i3 16 9 2 0 1 1 3 13 18 10 4 0 0 2 3 6 13 11 7 0 0 1 0 6 7 4 2 I 0 1 0 11 8 6 3 0 0 0 0 1 9 13 2 0 0 0 o 1 6 1 0 o 0 22 47 183 311 222 59 3 2 46 51 56 61 66 50 5~ 60 65 7Q Site Code: 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC Pag~ ; t 71 76 CITY ON TENECULA PROMENADE CNARDONEY HILLS N/O CEEMIN CLINET 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 12/10 8 01:00 4 02:00 3 03:00 2 04:00 4 05:00 4 06:00 6 07:00 23 00:00 46 09:00 45 10:00 57 11:00 50 0- 16 21 26 31 15 20 25 30 35 0 I 0 2 3 1 0 0 1 1 2 0 0 0 0 0 1 2 0 1 0 0 0 1 0 0 1 3 0 0 1 0 0 I 1 1 0 0 3 2 I 0 0 0 3 8 10 2 0 3 12 14 14 3 1 1 13 14 15 1 1 2 13 22 13 6 0 1 7 23 15 4 12:00 pm 60 01:00 60 02:00 36 03:00 63 04:00 46 05:00 55 06:00 47 07:00 28 08:00 29 09:00 21 10:00 9 11:00 5 0 3 15 25 20 1 1 i 4 10 25 15 3 1 0 4 8 18 5 1 0 1 2 18 25 10 6 0 1 4 15 17 7 1 1 0 4 13 18 15 3 1 6 1 12 15 8 5 0 0 0 4 12 6 5 1 1 2 4 10 7 4 1 0 0 5 7 7 0 2 0 0 2 2 2 1 2 0 0 1 1 3 0 0 COUNTS UNLIMITED 909-247-6716 51 56 61 55 60 65 Day Totals 716 12:00 12/11 5 01:00 0 02:00 0 03:00 3 04:00 7 05:00 15 06:00 39 07:00 133 08:00 85 09:00 38 10:00 38 11:00 42 12:00 pm 47 01:00 39 02:00 82 03:00 92 04:00 77 05:00 66 06:00 51 07:00 34 08:00 25 09:00 28 10:00 17 11;00 6 Day Totals 969 13 33 160 265 180 51 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 2 i 4 0 1 0 5 2 6 1 0 1 8 10 17 3 1 9 17 54 39 13 2 4 15 30 29 3 0 1 6 22 5 2 0 0 12 12 12 2 1 3 8 14 10 5 SOUTHBOUND 36 41 46 40 45 50 11 Page : 66 71 76 70 75 9999 0 2 15 10 8 2 1 0 2 9 15 8 3 1 1 0 24 36 14 5 2 2 3 24 43 15 3 0 2 0 16 10 30 9 1 0 4 16 30 15 1 0 2 5 8 19 11 6 0 1 I 4 16 5 7 0 1 0 7 5 7 4 1 1 0 12 7 0 0 0 0 i 2 6 4 4 0 0 0 1 t 2 2 0 15 37 212 364 251 76 9 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC 2 CITY OF TEMECULA PROMENADE CHARDONEY HILLS N/O CNENIN CLINET 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 21 Time Total 15 20 25 12:00 12/12 4 0 0 0 01:00 1 0 0 0 02:00 2 0 0 0 03:00 5 0 1 1 04:00 8 0 0 1 05:00 23 1 2 3 06:00 42 0 1 7 07:00 124 3 9 23 08:00 82 1 5 15 09:00 43 0 3 14 10:00 29 0 0 10 11:00 53 4 5 10 COUNTS UMLIMITED 909-247-6716 SOUTHBOUND 26 31 36 41 46 30 35 40 45 50 4 0 0 0 1 0 0 0 2 0 0 0 1 2 0 0 3 4 0 0 5 8 3 1 16 14 4 0 49 31 9 0 32 24 4 0 14 10 1 1 9 8 2 0 19 11 3 0 51 56 61 66 55 60 65 70 12:00 pm 59 2 1 10 01:00 47 2 0 9 02:00 73 1 0 10 03:00 103 0 5 21 04:00 81 1 2 24 05:00 62 1 3 12 06:00 49 0 4 4 07:00 36 3 1 6 08:00 22 0 1 9 09:00 19 0 0 4 10:00 11 1 0 2 11:00 11 0 2 0 Day Totals 989 20 12:00 12/I3 2 0 01:00 1 0 02:00 0 0 03:00 3 0 04:00 10 0 05:00 20 2 06:00 40 0 07:00 129 3 08:00 104 1 09:00 46 1 10:00 42 1 11:00 41 1 12:00 pm 53 3 01:00 39 0 02:00 76 1 03:00 99 1 04:00 69 2 05:00 62 1 06:00 60 4 07:00 31 2 08:00 26 2 09:00 24 10:00 11 0 11:00 8 0 25 15 5 1 0 12 20 3 1 0 34 26 2 0 0 41 30 5 0 0 27 19 8 0 0 27 17 1 0 1 23 15 2 0 1 18 6 1 1 0 10 1 1 0 0 8 3 4 0 0 3 2 2 1 0 3 2 4 0 0 45 195 386 268 64 6 4 0 0 1 1 0 0 1 0 0 0 0 0 0 0~ 0 0 0 0 2 1 1 1 3 4 1 1 2 5 6 4 0 8 19 12 4 24 48 41 9 1 18 43 34 6 0 9 21 12 3 2 8 13 13 4 0 4 13 15 7 Day Totals 996 26 36 197 2 8 22 16 1 1 1 10 22 5 1 0 4 21 28 16 5 1 6 24 39 23 6 0 2 16 22 23 3 1 2 16 16 23 2 2 3 7 25 13 5 3 2 8 6 9 3 2 5 S 8 1 0 2 4 5 9 3 0 1 2 3 3 2 0 0 1 2 3 2 0 364 291 70 11 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC Page ; ) 71 76 75 9999 CITY OF TEMBCULA PROMENADE CRARDONEY EILLS 7 DaY DIRECTIONAL SPEED SURVEY Begin Int. 0- Time Total 15 12:00 12/14 1 0 01:00 1 0 02:00 1 0 03:00 6 0 04:00 9 00:00 n 2 06:00 31 0 07:00 128 3 00:00 00 0 09:00 44 0 10:00 42 1 11:00 40 1 16 20 COUNTS UNLIMITED 909-247-6716 21 26 31 36 41 25 30 35 40 45 0 0 0 I 0 0 0 i 0 0 0 1 0 0 0 1 2 t 1 1 0 3 4 1 0 4 2 3 0 0 1 13 10 4 1 26 44 42 11 1 19 41 20 ? 1 4 20 13 5 0 6 18 12 3 0 5 20 16 3 5 3 2 0 7 3 5 1 3 3 3 0 79 2 0 1 1 3 3 4 13 10 8 6 6 12:00 pm 49 1 2 8 15 18 01:00 34 2 3 7 11 8 02:00 97 3 5 28 42 17 03:00 114 1 7 33 44 21 04:00 73 0 5 12 32 16 05:00 70 2 4 11 29 21 06:00 65 4 I 13 26 16 07:00 31 1 0 5 16 7 08:00 24 1 1 7 5 7 09:00 23 0 0 3 7 10 10:00 14 0 0 2 3 6 11:00 10 0 0 3 4 3 Day Totals 1019 23 41 198 398 272 12:00 12/15 6 0 1 1 1 01:00 0 0 0 0 0 0 02:00 1 0 0 0 0 0 03:00 3 0 1 0 0 1 04:00 13 0 0 2 3 5 05:00 17 1 0 1 3 7 06:00 29 0 2 2 14 5 07:00 112 4 3 18 33 40 08:00 109 1 10 25 32 31 09:00 57 0 2 10 18 17 10:00 45 2 1 10 13 12 11:00 40 0 3 7 12 18 12:00 pm 64 0 1 9 29 18 7 0 01:00 46 0 3 8 23 10 2 0 02:00 08 1 1 23 32 23 8 0 03:00 106 5 4 31 38 22 3 0 04:00 88 3 5 17 29 30 4 0 05:00 63 1 I 13 27 17 2 1 06:00 76 4 6 9 40 15 1 1 07:00 50 1 3 11 16 14 2 3 00:00 29 2 1 10 12 3 I 0 09:00 28 1 1 5 8 6 7 0 10:00 14 0 0 2 7 1 3 1 11:00 18 0 1 0 6 7 4 ~ Day Totals 1110 26 50 214 306 303 101 16 46 51 56 6t 66 50 ~$ 60 65 70 Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC pa§~ ; 4 71 76 0 0 0 1 0 0 0 0 0 0 0 0 1 CITY OP TEMECULA PROMENADE CHARDONEY HILLS N/O CHNMIN CLINE1- 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- Tim$ Total I5 12:00 12/16 16 0 01:00 2 0 02:00 3 0 03:00 2 t 04:00 3 0 05:00 8 1 06:00 10 0 07:00 24 0 08:00 52 0 09:00 34 2 16 21 26 31 20 25 30 35 COUNTS UNLIMITED 909-247-6716 SOUTHBOUND 36 41 46 40 45 50 5 5 1 2 3. 0 1 0 0 1 0 1 2 0 0 0 0 0 1 0 1 1 0 1 0 0 2 2 2 1 0 2 3 5 0 4 7 8 3 0 9 19 15 9 0 7 9 10 4 0 Grand Total 7860 166 352 1625 2952 2080 583 78 13 Speed Statistics. 15th Percentile Speed Median Speed (50th percentile Average Speed - All Vehicles 85th Percentile Speed 95th Percentile Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number of Vehicles > 55 MPR Percent of Vehicles > 55 MPH: 22 27 28 33 37 26-35 5032 64.10% 9 .11% MPH MPH MPN MPH MPE MPE 51 56 61 66 55 65 7O Site Code : 156458 Start Date: 12/08/2000 File I.D. : TEPCNOCC Page : 5 71 76 75 9999 2 3 1 2 3 0 Barbara N. Sackett RECEIVED DE C .~. 0 2000 CIT~ OF TEMECULA ENGINEERING DEPARTMENT CITY OF TEMECULA PROMENADE BORDEAUX / EAST OF SIMI COURT · Counts Unlimited, Inc.' Directional Speed Survey 7 Day/24 Hour December 2000 25424 Jaclyn Avenue Moceno Valley, CA 92557 T 909 247 6716 F 909 92~ 8604 E ctsunltd~aol.com CITY OF TEMECULA PROMENADE BORDEAUX E/O SIMI COURT 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 21 26 31 Time Total 15 20 25 30 35 12:00 12108 2 1 0 0 1 0 01:00 2 t 0 0 1 0 02:00 1 0 0 0 0 1 03:00 1 0 1 0 0 0 04:00 1 1 0 0 0 0 05:00 4 1 0 1 1 1 06:00 32 1 2 3 t3 8 07:00 84 1 4 31 31 14 08:00 70 5 6 24 24 6 09:00 34 2 1 17 7 5 10:00 29 0 5 13 9 1 11:00 34 0 2 13 12 7 12:00 pm 25 0 01:00 46 1 02:00 70 2 03:00 93 2 04:00 65 0 05:00 76 2 06:00 33 0 07:00 37 08:00 21 1 00:00 23 1 10:00 21 0 t1:00 23 0 Day Totals 827 23 12:00 12/09 10 0 01:00 0 0 02:00 4 0 03:00 1 0 04:00 2 05:00 5 1 06:00 13 1 07:00 30 0 08:00 39 1 09:00 43 2 lo:oo 4o o 11:00 50 0 10 9 1 17 11 12 19 30 13 38 34 14 25 36 25 27 I5 8 15 8 14 12 6 6 i0 1 6 8 2 3 7 6 6 10 4 55 279 308 126 31 2 5 2 2 4 2 0 3 1 0 0 1 1 0 0 1 1 2 2 7 2 9 10 7 10 15 9 14 14 8 18 12 7 17 19 9 12:00 pm 55 0 6 17 20 11 t 01:00 60 1 1 17 26 9 2 02:00 44 3 1 12 14 13 1 03:00 58 1 8 19 19 11 0 04:00 61 1 0 21 23 14 2 05:00 52 3 0 14 20 14 1 06:00 23 0 3 3 13 4 0 07:00 35 1 6 6 9 10 3 08:00 22 3 3 0 6 0 1 09:00 32 0 7 14 7 4 0 10:00 23 0 0 5 10 3 4 11:00 17 1 1 4 ~ 1 2 Day Totals 727 20 S0 217 265 144 25 COUNTS UNLIMITED 909-247-6716 EASTBOUND 36 41 46 51 56 40 45 50 55 60 61 66 65 70 Site Code : 156457 Start Date: 12/00/2000 File I.D. : TEPBEOSC P~g~ ; 1 71 76 75 9999 CITY OF TENECULA PROMENADE BORDEAUX E/O SINI COURT 7 DaY DIRECTIONAL SPEED Begin Iot. Time Total 12:00 12/10 9 0h00 4 02:00 4 03:00 2 04:00 4 08:00 3 06:00 2 07:00 12 00:00 2B 09:00 26 10:00 44 11:00 42 SUNVBY 0- 16 21 26 31 15 20 25 )Q 35 0 1 1 2 3 0 0 1 3 0 1 0 0 1 2 0 1 1 0 0 0 1 1 2 0 1 0 1 0 1 t 0 t 0 0 0 2 3 5 2 0 6 11 10 1 2 2 13 8 0 0 6 17 14 6 2 7 14 15 3 COUNTS UNLIMITED 909-247-671{ EASTBOUND 36 41 40 45 46 51 56 6t 66 50 55 65 70 12:00 pm 50 1 3 17 01:00 40 0 3 12 02:00 30 3 3 12 03:00 49 4 5 14 04:00 37 2 2 14 05:00 49 1 4 11 06:00 39 0 3 07:00 25 0 4 08:00 24 2 1 09:00 23 0 0 i0:00 0 0 0 11:00 6 1 20 15 10 16 14 25 17 10 6 11 1 I 8 10 2 7 4 7 5 3 4 7 1 1 Day Totals 560 21 55 174 12:00 12/11 5 0 0 OhO0 0 0 0 02:00 0 0 0 03:00 1 0 1 04:00 3 1 1 05:00 3 1 0 06:00 24 1 3 07:00 100 0 6 28 08:00 55 0 4 15 09:00 30 1 3 13 10:00 20 1 1 4 lh00 31 1 3 9 206 77 24 1 2 0 0 0 0 0 0 0 0 0 0 I 0 0 0 1 1 10 10 0 44 20 2 27 6 2 7 6 0 5 7 2 7 7 3 12:00 pm 38 l OhO0 34 t 02:00 66 2 03:00 80 1 04:00 68 1 05:00 82 1 06:00 56 1 07:00 43 1 08:00 27 1 09:00 36 3 10:00 18 1 n:oo 5 0 Day Totals 825 20 6 9 17 3 1 3 6 13 7 1 3 16 27 13 3 4 26 36 11 2 8 16 31 I0 2 9 26 27 17 2 4 12 26 12 1 2 10 25 4 2 5 12 6 1 4 8 16 3 2 0 6 5 5 1 0 0 2 ~ 67 210 339 153 27 Site Code : 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC P~g~ ~ 2 71 76 7~ 9999 CITY OF TEMECULA PROMENADE BORDEAUX E/O SIMI COURT 7 DaY DIRECTIONAL SPEED SURVEY Begin Int. 0- Time Total 15 12:00 i2/12 3 0 01:00 3 0 02:00 3 0 o):oo 1 o 04:00 2 1 05:00 9 0 06:00 32 2 07:00 89 0 08:00 58 t 09:00 26 0 10:00 17 0 11:00 41 0 16 21 26 31 20 25 )0 35 0 1 t 0 0 0 0 1 2 0 1 1 1 o o 1 0 0 0 0 0 0 1 0 0 1 4 2 1 1 4 4 10 12 0 4 21 48 15 1 3 13 25 14 2 3 4 14 3 2 0 5 8 2 2 1 9 21 10 0 12:00 pm 46 1 8 01:00 42 3 6 02:00 66 1 1 03:00 102 2 5 04:00 73 0 1 05:00 76 0 2 06:00 42 t 2 07:00 41 0 5 08:00 32 1 2 09:00 25 1 0 10:00 19 0 0 11:00 8 0 1 Day Totals 856 14 51 12:00 12/13 3 0 0 01:00 2 1 0 02:00 1 1 0 03:00 1 0 0 04:00 2 t 08:00 3 0 0 06:00 32 0 4 07:00 103 1 4 08:00 76 I 2 09:00 34 1 2 10:00 24 0 1 11:00 33 0 1 COUNTS UNLIMITED 909-247-6716 Site Code: 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC 12:00 pm 42 1 01:00 29 0 02:00 68 0 03:00 97 2 04:00 60 1 05:00 81 1 06:00 61 0 07:00 36 1 08:00 33 2 09:00 26 1 10:00 15 0 11:00 6 1 Day Totals 868 16 EASTBQUND 36 41 46 40 45 50 51 56 61 66 55 60 65 70 P~g~ 71 76 75 9~ 13 10 7 18 22 29 25 5t 20 40 22 32 7 15 7 20 11 13 6 6 1 10 4 0 6 2 0 11 1 16 2 1 l0 1 1 12 6 2 12 5 0 7 2 0 4 0 0 10 1 1 5 5 1 2 1 0 207 25 12 8 5 5 373 164 38 0 2 1 1 0 0 0 0 0 0 0 1 0 0 0 2 1 0 13 7 1 47 21 5 36 16 7 14 8 1 9 5 4 16 10 0 0 12 18 8 2 1 0 9 7 10 3 0 2 7 35 21 1 2 4 21 49 19 2 0 2 16 29 11 1 0 3 15 39 19 3 1 5 13 31 8 4 0 0 10 17 7 1 0 6 4 13 6 2 0 2 5 9 0 1 0 1 2 7 4 1 0 40 177 395 191 42 6 0 0 0 0 0 0 0 0 0 0 0 CITY OF TEMECULA PROMENADE BORDEAUX E/O SIMI COURT 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 12/14 2 0h00 1 02:00 1 03:00 2 04:00 4 05:00 1 06:00 10 07:00 07 08:00 63 09:00 30 10:00 32 11:00 43 15 0 0 0 16 21 26 31 20 2~ 30 3~ 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 1 0 1 2 1 0 1 0 0 0 0 0 0 3 8 5 0 7 18 29 29 0 2 24 21 12 1 3 8 11 6 0 0 10 15 6 1 4 9 21 5 12:00 pm 44 01:00 35 02:00 72 03:00 112 04:00 70 05:00 81 06:00 56 07:00 32 08:00 25 09:00 26 10:00 14 lh00 5 1 1 8 24 10 3 5 9 11 5 2 2 12 40 13 7 11 47 40 6 1 4 25 22 16 5 i 22 43 9 2 0 13 27 11 0 0 10 11 11 0 2 4 13 6 0 1 4 14 6 0 0 2 8 3 0 0 1 4 0 Day Totals 856 25 12:00 12/15 6 0 01:00 2 1 02:00 1 0 03:00 0 0 04:00 8 2 05:00 3 0 06:00 26 0 07:00 76 0 08:00 77 1 09:00 41 0 10:00 22 0 lh00 3E 0 COUNTS UNLIMITED 909-247-671{ EASTBOUND 36 41 46 40 45 50 0 1 0 0 0 0 2 4 1 1 1 3 0 2 2 0 1 1 3 0 0 I 1 o 0 231 363 162 24 * 0 5 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 5 0 0 0 0 1 1 0 0 0 0 12 10 3 1 0 16 37 17 4 1 0 13 30 22 4 4 0 9 15 13 2 0 0 4 9 6 2 0 0 5 17 10 2 1 0 12:00 pm 47 0 5 19 12 11 0 0 0 01:00 45 1 6 13 18 7 0 0 0 02:00 68 4 4 23 28 4 5 0 0 03:00 98 2 4 36 40 14 1 1 0 04:00 73 0 7 21 31 9 4 0 0 05:00 74 3 3 20 35 9 3 1 0 06:00 49 1 4 18 21 4 1 0 0 07:00 53 3 7 15 17 8 2 1 0 08:00 28 0 3 7 12 3 2 1 0 09:00 26 0 2 5 9 9 1 0 0 10:00 15 0 1 5 5 3 0 1 0 11:00 21 0 0 6 ~ 3 ) 1 0 Day Totals 894 18 54 236 362 170 40 13 * 51 56 61 55 6 65 Site Code: 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC Pag0 ; ~ 66 71 76 70 75 }}~ 0 0 0 0 0 0 0 0 0 0 0 0 CITY OP TEMECULA PROMENADE BORDEAUX E/O SIMI COURT 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 2i 26 Time Total 15 20 2~ 30 12:00 12/16 23 0 1 3 8 01:00 18 1 1 1 5 COUNTS UNLIMITED 900-247-6716 EASTBQVND 31 36 4t 46 35 40 45 50 8 3 0 0 8 2 0 0 Grand Total 6454 158 419 1735 2624 1203 256 46 3 Smeed Statistics. 15th Percentile Speed : 21 MPH Median Speed (50th percentile): 26 MPH Average Speed - All Vehicles : 27 MPH 85th Percentile Speed : 32 MPH 95th Percentile Speed : 34 MPH 10 MPB Pace Speed : 21-30 MPR Number of Vehicles in Pace : 4359 Percent of Vehicles in Pace : 67.63% Number of Vehicles > 55 MPH : 6 Percent of Vehicles > 55 MPH: .09% Site Code : 156457 Start Date: 12/08/2800 File I.D. : TEPBEOSC 51 56 61 66 71 76 55 60 65 70 75 9~}} 0 0 0 0 0 0 0 0 0 0 0 0 4 0 3 2 1 0 CITY OF TEMECULA PROMENADE BORDEAUX B/O SIMI COURT 7 DaY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 21 26 31 Time Total 15 20 25 30 35 12:00 12/08 4 0 01:00 6 0 02:00 1 0 03:00 3 0 04:00 1 0 05:00 9 1 06:00 47 0 07:00 69 4 08:00 63 2 09:00 43 2 10:00 27 1 11:00 2S 0 COUNTS UNLIMITED 909-247-6716 WESTBOUND 36 41 46 40 45 50 0 0 2 1 0 1 1 3 0 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 1 0 1 3 1 2 0 13 19 15 0 2 20 32 10 1 8 19 26 8 0 1 10 20 7 3 2 12 7 5 0 0 6 14 6 0 51 56 61 66 55 S0 65 70 12:00 pm 37 1 01:00 40 0 02:00 67 2 03:00 108 1 04:00 71 2 05:00 63 1 06:00 49 2 07:00 35 2 08:00 20 3 09:00 21 0 10:00 20 1 11:00 15 0 3 8 19 4 2 5 10 18 7 0 7 21 26 7 3 8 50 35 I0 4 3 28 28 7 2 3 21 30 7 i 6 13 21 6 1 1 12 16 3 1 3 6 5 1 2 1 5 6 6 3 1 4 t0 3 1 0 4 5 5 1 Day Totals 12:00 12/09 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 lO:OO 11:00 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 Day Totals S45 25 56 264 346 121 28 16 i 5 8 0 5 1 0 1 1 0 0 1 0 1 5 2 1 1t 3 4 24 6 12 44 15 19 46 12 19 55 15 26 59 17 25 8 2 0 1 0 1 3 4 7 7 9 14 59 2 4 18 22 12 1 0 4S 2 5 11 13 15 1 1 42 1 2 14 18 7 0 0 78 3 14 20 2S 11 0 1 47 1 1 13 23 8 1 0 54 2 1 10 25 12 4 0 41 3 6 9 13 6 3 1 32 1 6 5 8 10 2 0 16 0 3 4 6 3 0 0 17 1 2 1 9 1 3 0 26 1 0 4 12 9 0 0 ~6 Q Q ~ ~ 3 1 1 747 2t 07 182 304 153 24 5 0 0 0 0 0 0 0 0 0 0 0 0 Site Code: 156457 Start Date: 12/08/2000 File I.D. : TEPBBOSC Page ; 1 71 76 75 9999 CITY OP TEMRCULA PROMENADE BORDEAUX W/O SIMI COURT 7 DaY DIRECTIONAL SPEED SURVEY COUNTS INLIMITED 909-247-6716 Begin Int. 0- 16 Time Total 15 20 12:00 12/10 13 0 1 01:00 4 0 0 02:00 5 0 0 03:00 2 1 0 04:00 1 0 1 05:00 1 0 0 06:00 3 0 1 07:00 5 0 1 08:00 16 1 0 09:00 31 3 10:00 42 0 3 11:00 35 2 2 12:00 pm 57 01:00 43 02:00 48 03:00 43 04:00 45 05:00 37 06:00 19 07:00 26 08:00 19 09:00 21 10:00 7 11:00 7 Day Totals 530 12:00 12/11 3 01:00 2 02:00 2 03:00 1 04:00 2 05:00 7 06:00 45 07:00 82 08:00 81 09:00 29 10:00 21 11:00 30 3 4 2 3 1 1 0 1 1 0 1 0 25 27 WESTBOUND 21 26 31 36 41 25 30 35 40 45 0 6 5 1 2 2 0 0 0 3 2 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 1 0 7 3 4 1 12 11 2 1 18 13 7 9 12 8 2 11 16 20 t 2 7 19 S 1 0 11 21 11 2 0 15 14 3 2 0 7 23 10 1 10 t5 10 i 0 7 9 1 2 0 6 8 6 3 0 1 10 5 2 0 5 12 2 1 i 1 2 2 0 0 0 5 2 0 132 207 109 23 4 0 0 1 0 1 1 0 0 1 1 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 3 1 1 1 1 10 25 8 1 0 1 19 31 25 3 3 2 16 38 19 1 0 0 10 7 9 2 0 1 3 8 5 1 1 0 8 16 2 4 0 12 16 6 4 8 15 6 0 15 31 5 5 21 30 20 2 22 32 11 1 12 23 13 2 9 20 11 1 9 17 5 2 7 6 3 4 7 1I 5 1 1 4 4 2 191 337 I59 41 12 46 51 56 61 66 50 55 60 65 70 Site Code: 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC Pane : 2 71 76 75 9999 12:00 pm 38 0 0 01:00 34 t 3 02:00 64 2 3 03:00 76 2 1 04:00 70 2 2 05:00 53 2 1 06:00 43 2 0 07:00 34 0 1 08:00 21 0 1 09:00 26 0 2 10:00 11 0 0 ll;O0 7 t 0 Day Totals 782 20 21 0 0 0 0 0 0 0 0 0 0 0 0 CITY OF TRMECULA PROMENADE BORDEAUX E/O SIMI COURT 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 Time Total 15 20 12:00 12/12 4 1 01:00 0 0 02:00 2 0 03:00 0 0 04:00 4 1 05:00 12 0 06:00 50 0 07:00 73 0 08:00 78 5 09:00 37 2 10:00 27 0 11:00 27 2 12:00 pm 33 1 01:00 42 0 02:00 68 0 03:00 88 0 04:00 56 0 05:00 63 0 06:00 68 3 07:00 32 1 08:00 21 3 09:00 22 1 10:00 7 0 11:00 7 0 Day Totals 821 18 12:00 12/13 1 01:00 2 02:00 1 03:00 1 04:00 3 05:00 6 06:00 46 07:00 79 08:00 84 09:00 41 10:00 21 11:00 38 12:00 pm 38 0 01:00 42 0 02:00 59 1 03:00 105 1 04:00 73 3 05:00 63 2 06:00 66 3 07:00 38 0 00:00 40 2 09:00 20 0 10:00 9 1 11:oo 7 0 Day Totals 883 I8 COUNTS UNLIMITED 909-247-6716 NESTBOVND 21 26 31 36 41 25 30 35 40 45 0 0 1 2 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 4 5 2 0 0 6 26 12 4 0 12 29 26 3 2 21 30 17 3 0 2 20 10 3 0 5 11 6 2 0 2 10 9 1 1 1 8 12 4 6 19 2 15 22 5 11 50 1 15 24 0 15 34 4 8 35 2 4 17 1 3 8 1 2 9 0 1 2 0 1 3 32 8 9 24 17 15 10 14 0 1 0 t 0 0 1 ? 0 2 5 2 0 142 366 201 46 11 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 1 1 0 1 0 1 3 0 0 6 21 12 4 15 23 30 1 15 29 32 0 5 15 16 2 2 13 4 2 6 18 11 46 51 56 61 66 50 55 60 6~ 7Q 0 0 0 0 1 0 0 0 0 0 0 0 1 4 22 7 4 0 1 7 21 10 3 0 0 6 30 15 6 1 0 23 44 32 1 2 2 13 31 20 2 1 0 14 32 8 6 1 3 10 35 11 3 1 3 9 17 7 1 0 1 12 15 7 3 0 2 5 7 4 2 0 0 3 2 1 2 0 1 1 3 2 0 O 24 I58 382 232 57 7 Site Code : 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC P~g~ : t 71 76 75 9999 CITY OF TEMECULA PROMENADE BORDEAUX E/0 SIMI COUR~ 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED 909-247-6716 WESTBOUND Begin Int. 0- Time Total 15 12:00 12/14 3 01:00 2 02:00 0 03:00 1 04:00 4 05:00 13 06:00 43 07:00 73 08:00 79 09:00 36 10:00 37 11:00 44 12:00 pm 31 1 01:00 42 0 02:00 65 1 03:00 98 2 04:00 6I 2 05:00 62 2 06:00 58 0 07:00 31 1 08:00 38 0 09:00 23 0 10:00 1I 1 11:00 7 0 Day Totals 862 21 12:00 12/15 t 0 01:00 0 0 02:00 0 0 03:00 3 0 04:00 5 0 05:00 7 0 06:00 41 1 07:00 70- 3 08:00 75- 1 09:00 43~ 0 10:00 31 0 11:00 38 0 16 21 26 31 36 41 20 25 30 35 40 45 0 0 2 1 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 1 0 0 1 1 6 2 2 I 0 0 8 16 16 2 0 1 12 37 21 2 0 2 24 35 10 2 0 1 10 10 11 1 1 2 9 19 5 0 0 2 6 22 11 3 0 34 6 12 15 38 22 21 9 7 8 5 3 1 222 0 0 0 2 1 0 4 5 14 6 4 5 10 17 34 34 27 23 28 15 17 8 3 3 363 0 0 0 1 2 2 20 34 31 25 14 18 8 8 10 13 4 12 13 5 11 7 4 3 178 1 0 0 0 1 0 6 18 22 10 ? 12 3 0 1 1 5 2 5 2 1 2 0 0 34 12:00 pm 38 2 0 6 16 14 0 0 01:00 43 2 3 5 18 12 2 0 02:00 83- 5 1 22 33 17 5 0 03:00 85- 0 0 13 44 23 4 1 04:00 79~ 1 4 19 36 15 3 1 05:00 55- 4 4 14 29 4 0 0 06:00 63- 1 5 16 31 7 2 1 07:00 27 1 3 5 9 7 2 0 08:00 31 0 0 9 13 6 3 0 09:00 29 0 0 9 13 4 3 0 10:00 23 0 0 4 8 10 1 0 11:00 t8 0 Q 4 6 4 ~ 1 Day Totals 888 21 27 167 403 200 60 8 46 51 50 55 0 1 56 60 61 65 66 7O Site Code : 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC Page : 4 71 76 75 9989 0 0 0 0 0 0 0 0 0 0 0 0 CITY OF TEMECULA PROMENADE BORDEAUX R/O SIM! COURT 7 DaY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED 909-247-6716 WESTBOUND Begin Int. 0- 16 21 26 31 36 41 46 Time Total 15 28 25 30 35 40 45 50 12:00 12/16 31 0 0 5 10 10 4 2 0 01:00 9 0 t 1 4 1 0 O 0 Grand Total 6398 169 281 1464 2722 1364 317 62 10 Sneed Stntistiv~. 15th Percentile Speed : 21 MPB Median Speed (50th percentile): 27 MPH Average Speed - All Vehicles : 28 MPH 85th Percentile Speed : 32 MPH 95th Percentile Speed : 36 MP~ 10 MP~ Pace Speed : 21-30 MP~ Number of Vehicles in Pace : 4186 Percent of Vehicles in Pace : 65.52% Number of Vehicles > 55 MPR : 6 Percent of Vehicles > 55 NPH: .09% Site Code : 156457 Start Date: 12/08/2000 File I.D. : TEPBEOSC Pog~ ; ~ 51 56 61 66 71 76 55 60 65 70 7~ ~999 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 1 4 0 Barbara N. Sackett RECEIVED .DEC % 0 2000 CITY OF TEMECULA ENGINEERING DEPARTMENT CITY OF TEMECULA PROMENADE CHARDONNAY HILLS/NORTH' OF HEITZ LANE Directional Volume Count 7 Day/24 Hour December 2000 Counts Unlimited, Inc. 25424 Jac!yn Ayenue Moreno Valley, CA 92557 T 909 247 6716' F 909 924 8604 E. ctsunltd@aol.com CITY OF TEMECULA PROMENADE CRARDONEY HILLS N/O EEIWTZ LANE 7 DAY DIRECTIONAL VOLUME COUNT Begin Mort. 12/11 Tues. Time NBND SBND NBND COUNTS UNLIMITED 909-247-6716 NQRTH/$OUTH Wed. Thur. Fri. Sat. SBND NBND SBND NBND SBND NBND SBND NBND SBND 12:00 am 4 6 6 01:00 2 0 02:00 2 1 0 03:00 3 0 1 04:00 8 6 i0 05:00 24 4 24 06:00 62 29 69 07:00 130 107 125 08:00 137 72 132 09:00 55 45 72 10:00 34 29 47 11:00 39 52 50 4 3 8 4 6 * 4 4 5 1 1 * 2 3 1 2 3 * 1 3 1 2 2 * 2 8 3 12 5 6 25 4 24 0 * 35 61 43 62 28 * 93 129 118 123 98 * 73 141 93 138 87 * 39 61 39 80 49 47 47 30 57 50 67 66 49 76 64 * 12:00 pm 68 52 01:00 44 47 02:00 84 98 03:00 102 121 04:00 90 89 05:00 73 117 06:00 58 84 07:00 38 61 08:00 28 48 09:00 35 50 10:00 12 22 11:00 5 9 Totals 1137 1149 2286 55 58 58 63 57 73 43 57 58 51 62 53 99 103 85 94 88 103 130 134 137 131 130 138 79 113 98 99 79 104 83 115 89 124 86 121 101 80 70 85 82 91 43 60 51 75 44 72 23 60 38 48 57 62 27 37 22 40 26 44 9 30 I1 21 15 26 6 11 9 10 10 10 1235 1231 1277 1235 1317 1290 2466 2512 2607 Sum. NBND Site Code : 156470 Start Date: 12/04/2000 File I.D. : TEPCNOHL Neek Avg. SBN NBND SBND 4 6 2 2 2 2 2 1 10 4 24 4 64 34 127- 104- 137- 81- 67- 43 46 39 58 58 60 62 52 52 89- 100- 125- 131- 86- 101- 83- 119- 78- 85- 44 67 36 54 28 43 12 25 8 10 1244 1227 0 2471 Avg. Day 91.4% 93.6% AM Peaks 08:00 07:00 Volume 137 107 PM Peaks 03:00 03:00 Volume 102 121 ADTs 99.2% 100.3% 102.6% 100.6% 105.8% 105.1% .0% .0% .0% .0% .0% 08:00 07:00 08:00 07:00 08:00 07:00 132 93 141 118 138 98 03:00 03:00 03:00 03:00 03:00 03:00 130 134 137 131 130 138 .O% 08:00 07:00 137 104 03:00 03:00 125 131 CITY OF TRMRCULA PROMENADE CHARDONEY HILLS N/O HERTZ LANE 7 DAY DIRECTIONAL VOLUME COUNT Begin Mort. 12/04 Tues. Ned. Time NBND SBND NBHD SEND NBND SEND COUNTS UNLIMITED 909-247-6716 NORTH/SOUTH Thur. Fri. Sat. Sun. NBHD SBND NBHD SBND NBND SBND NBND Site Code: 156470 Start Date: 12/04/2000 File I.D. : TEPCNOHL Page ; 3 Week Avg. SBND NBND SBND 12:00 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 OhO0 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Totals 4 4 17 15 13 13 11 11 7 5 11 8 3 8 7 7 1 1 2 6 4 5 2 4 3 1 3 2 0 I 2 7 0 4 1 2 5 4 2 25 1 9 4 3 5 12 3 68 35 21 19 8 4 32 19 131 112 58 61 19 14 69 62 131 88 98 68 38 26 89 61 79 51 99 72 50 33 76 52 40 53 96 84 74 56 70 64 48 57 88 77 57 62 68 65 63 56 98 88 74 80 78 75 63 68 82 89 73 67 73 75 96 101 64 70 70 49 77 73 149 t40 97 86 68 70 105 99 92 103 78 86 65 69 78 86 88 106 84 91 56 74 76 90 72 80 63 53 36 50 57 61 45 60 48 42 41 44 45 49 29 44 24 35 32 41 28 40 34 43 25 50 25 28 28 40 26 40 34 35 9 12 23 29 12 25 21 26 8 8 14 20 1313 1274 1234 1168 828 824 1124 1088 2587 2402 1652 2212 Avg. Day AN Peaks Volume PM Peaks Volume .O% .0% .0% .0% .0% .O% .O% .0% 116.8% 117.1% I09.7% 107.3% 73.6% 75.7% 07:00 07:00 09:00 10:00 10:00 11:00 08:00 11:00 131 112 99 84 74 62 89 65 03:00 03:00 12:00 05:00 12:00 12:00 03:00 03:00 149 140 98 91 74 80 105 99 EXHIBIT "C" VEHICULAR SPEED AND VOLUME DATA APRIL 2001 J ~0# (~IAtD0~A HILLS H/O ~0 ~LIF Be~in Nos, 04/09 Tues. Wed. 12:OO al 7 2 2 ] 5 4 01:00 1 0 ~ 1 6 1 02:00 I 2 0 0 1 2 O]:O0 1 S 04:00 05:00 4 27 06:00 07:00 42. 137 39 106 45 1)1 00:00 76 121 49 100 91 105 09:00 S2 7? 45 1o:oo 64 ll:O0 50 75 56 53 41 68 12:00 pm 00 64 64 60 81 75 03:00 09 05 04:00 0~ 71 07 75 95 ?5 05:00 96 ?5 119 86 106 61 06:00 08 51 08 70 107 80 07:00 S! 44 93 54 77 40 00:00 09:00 10:00 ~7 I 20 12 19 20 11:00 9 6 12 9 24 9 2248 2240 2303 Co~at~ ~nlitited, Inc. ~09.247.6716 ~ur. ~ri, Sat. iuD. 4 6 0 ~ 17 5 16 2 2 5 2 5 2 3 4 5 I 4 5 0 I 17 2 It ] 4 2 3 24 4 24 1 [1 3 23 59 26 5~ 1 23 4] 116 42 115 24 46 11 50 112 39 96 35 51 10 58 ?0 48 75 57 96 52 67 71 88 8~ 85 66 ~£te C~le: 158114 9ca~c Dace: Page : week 2 5 2 ll lO 22 20 19 47 ]2 35 98 47 45 91 54 52 60 50 61 86 79 71 64 02 77 79 64 78 70 93 69 68 62 95 78 80 59 62 63 102 82 lOS 91 91 103 110 101 64 04 64 45 93 91 80 104 106 82 100 99 88 66 43 58 94 75 91 70 1] 12 72 61 70 28 72 39 54 16 90 56 58 38 61 31 43 33 4? 28 43 20 48 26 26 14 26 2i 36 35 18 15 23 18 18 ] 19 9 20 14 8 12 16 9 1173 1235 1186 1295 10?? 1086 840 843 1083 1239 Avg. Day 98.0t 104.18 i01.9! {9.7% 104.2t 103.0t 108.3! AW Peaks 08:00 07:00 12:00 0/:Q0 00;00 O?:O0 09:00 Volute 1~ ~27 S~ t06 51 ~11 58 ~N Peak8 03:00 03:00 05:00 0S:00 06:00 0{:O0 05:00 Voluub 99 95 119 86 107 91 106 108.4% 109.${ 123,1% 99,4{ 95.3% 78.3% 07:00 ll:OO 07:00 ll:OO 09:00 ll:OO 01:00 03:00 03:00 Ol:O0 03:00 01:00 lO] 110 101 95 04 80 74,01 09:00 ll:O0 07:00 75 61 98 12:00 05:00 03:00 7 DA? DIRBD?IOffAL S~8BD 01:00 6 0 0 2 02:00 6 0 2 0 04:00 4 05:00 S 1 0 2 06:00 16 0 2 4 07:00 43 1 Ol:O0 62 0 ? 10 09:00 58 4 10 12 lO:O0 80 2 5 12 11:00 12:00 pt 01:00 02:00 03:00 04:00 05:00 06:00 07:00 ' 08:00 09:00 10:00 11:00 Da~ TotalB 12:00 04/08 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 tO:O0 11:00 30 23 20 29 9 Cou~ts Unlimited, Inc. 909.247.6716 31 36 41 &6 ]5 ¢0 45 6 t 0 1 7 12 7] 2 II 14 24 71 I 8 21 23 13 74 2 10 13 32 12 60 I 12 17 16 13 64 2 3 i0 15 ll 1 3 0 2 0 2 ! 24 12 24 14 0 7 0 4 0 4 0 7 0 18 1 21 0 28 1 51 1 52 77 2 4 0 0 1 2 1 2 5 12 20 0 0 0 0 0 0 0 0 0 0 0 0 73 * 2 2 0 3 0 0 0 ! 0 0 0 O 0 0 0 I 0 0 I 0 0 0 I 0 3 0 0 3 0 0 22:00 pi 80 1 18 10 28 13 2 0 0 Ol:O0 05 0 12 25 34 22 2 0 0 02:00 90 8 03;00 72 4 lO l? 30 ~ i i 0 00:00 90 1 18 18 29 l? S 2 0 05:00 88 S 18 1~ 38 11 5 0 O 06:00 75 7 10 ti 29 13 3 2 0 0~:00 66 4 13 lS 10 8 3 O 0 08:00 58 09:00 27 0 2 ? 12 4 2 0 0 10:00 15 0 ! 4 4 4 2 0 O ll:O0 8 0 1 D~F Totals 105l 10 154 228 374 103 59 12 2 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 O 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 * Site Code: Start DaCe: 04/0~/2001 Pa~e ; 1 71 76 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Begin Int. O- 16 21 ~TJJ~e ?et41 10 20 25 12:00 06/09 4 O 0 2 0 01:00 2 0 I 0 1 02:00 0 0 0 0 Q 0]:00 4 0 0 0 O 04:00 8 0 I 0 4 05:00 18 I 1 5 7 06:00 72 4 20 07:00 151 08:00 116 2 27 ]0 40 09:00 7~ 2 9 29 2? 11:00 80 3 C2:0O pi 01:00 02:00 04:00 05:00 OttO0 08:00 09:00 I0:00 11:00 12:00 04/10 01:00 02:00 03:00 04:00 06:00 06:00 07:00 00:00 O9:OO 10:00 11:00 86 5 7 19 2 12 142 5 ~1 105 ! 12 85 I 7 74 2 1] 34 o ~ 10 0 0 12 ! 2 1410 ]9 210 Counts Onliiked, loc. 909.2(?.67L6 0 0 0 0 0 0 ! 2 ! 1 2 0 11 5 29 5 22 5 O 15 4 O 17 4 0 lS 1 1 0 28 22 19 8 1 H ¢2 26 8 27 26 26 11 0 24 22 20 20 i 15 26 12 t 2 42 '14 13 4 2 10 II 0 2 1 ~ 9 8 3 I 3 2 4 c o 2 2 3 I I 343 137 290 95 15 5 0 0 O 0 0 0 0 2 0 2 0 0 6 0 2 I S 0 0 0 10 2 ! 4 78 I 13 25 12] 2 18 35 9] 3 18 10 36 58 0 9 17 10 St 0 5 16 21 12:00 pm 77 1 01:00 5] 1 02:00 100 0]:00 119 04:00 118 OS:OO 118 0~:00 Il3 1 07:00 03 08:00 S? 1 09:00 JO 0 10:00 ~ 0 H:O0 ~7 Oay Totals ~427 25 0 0 0 0 I 0 0 0 2 O t7 4 0 27 ) 0 15 3 0 16 8 0 17 6 0 14 19 18 2O ¢ i 0 5 17 10 10 2 0 O 17 21 29 22 9 0 0 10 41 30 20 2 I 0 14 ]0 29 33 9 0 0 ? 22 35 43 g 2 0 1l 27 42 22 6 ] 1 9 23 25 18 ? 0 0 4 9 16 10 8 1 0 ] 7 10 13 t ! 0 1 ~ ) 0 5 I 0 t 2 ~ Z 4 0 0 179 357 42! 55 0 0 0 Q 0 0 0 0 0 0 O 0 05. ?0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Site Code: 168134 Stat: DaCe: 04/07/2001 File I.D. : ?BPCI{I~CC 71 7t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 Q 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0 0 0 0 0 O O 0 0 0 0 0 I 0 0 0 0 0 0 PlOK CEAIDO~A~ SlU~ ~/0 Regis Int. O- l& 21 26 31 12:00 04/11 7 0 1 0 2 l 01:00 5 0 0 3 1 L 02:00 ! 0 0 I 0 0 03:00 5 0 0 ! 0 2 0i:00 8 0 1 1 3 ! 05:00 11 1 2 5 2 2 07:00 118 2 18 27 35 32 08:00 89 0 12 10 3! 22 09:00 70 3 7 IG 27 8 10:00 57 I 5 17 19 23 ll:OO 06 I 25 16 20 lO Counts ~elimited, Inc. 009.247.6~16 40 45 0 0 0 0 0 0 1 0 0 0 I l 0 0 0 0 ! 0 0 0 0 0 12:00 pm 91 2 1~ 32 22 Il 3 0 01:00 77 2 lS 25 10 13 I 0 02:00 98 t lS 20 60 15 2 1 03:00 128 3 t7 35 47 22 4 O 0¢:00 141 2 tS 19 40 20 6 1 05:00 97 2 12 23 34 20 5 00:00 99 ! 6. 24 12 26 9 0 07:00 70 0 9 20 21 20 2 2 00:00 S2 0 0 09:00 53 ! 10:00 11:00 16 0 I 3 2 t ~ 0 Day Totals 1473 12 200 t59 658 125 80 11 12:00 0t/X2 8 0 0 1 I 1 4 1 0 01:00 2 0 1 0 O 1 0 0 0 02:00 1 0 0 0 1 0 0 0 0 01:00 4 0 I I 0 ! 0 ! 0 04:00 10 1 0 1 5 ] 0 0 0 05:00 11 ! 0 S 1 ¢ 1 0 0 06:00 80 2 11 21 24 14 6 0 0 07:00 119 9 20 ]2 29 19 2 0 0 00:00 Iii 17 15 l0 10 19 3 0 0 O9:0O 74 11 9 22 19 12 I 0 0 10:00 87 8' 10 25 19 1t 10 t 0 11:00 89 li 11 l0 17 11 t 0 D 12:00 ps 90 S 12 24 10 10 I 2 0 01:00 97 15 17 21 26 13 9 I 0 02:00 148 14 11 38 40 19 s 0 0 0t:00 112 I 19 20 t6 21 8 0 0 06:00 90 2 11 29 10 16 0 0 0 05:00 117 S 13 25 43 22 0 ! 0 00:00 102 1 11 25 38 21 0 0 07:00 68 x 9 19 21 11 7 0 0 08:00 62 I 7 it 19 11 6 0 0 09:00 51 0 7 5 1S 20 S 0 0 10:00 15 i 1 3 ] ~ O 0 0 ~1:00 lS 0 2 2 5 6 1 0 0 Day Totals 1577 III 220 404 450 201 94 7 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 0 Q 1 0 0 0 0 0 0 O 1 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 o 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Q o I 0 0 0 0 0 0 0 O 0 0 0 0 0 0 1 * Site ¢oee: 158134 Start Da:e: 71 76 O 0 0 0 0 0 0 0 0 0 0 1 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 * * 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 O 0 0 0 O 0 Q O 0 O O 0 O 0 O 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 ~IT~ O! 7 DAY D[JSCTIOffAb S~SD 01:00 9 0 2 1 l 02:00 S 0 I 0 2 03:00 2 0 I 0 0 04:00 5 0 Q I 2 05:00 14 O 1 3 ~ 06:00 71 ! 10 16 22 17 07:00 124 8 24 28 33 28 00:00 ~? ? 24 22 23 9 09:00 00 8 2l 22 22 21 lo~oo ?t 12 25 26 21 12 11:00 67 3 10 18 22 22 12:00 pt 04 2 9 20 2s 19 ol:oo 72 4 12 26 10 20 02:00 122 8 20 29 95 20 03:00 144 7 ]1 48 41 13 01:00 ~os 3 is 21 37 20 05:00 lO6 0 ~6 25 11 25 06:00 99 2 ~2 24 90 10 07:00 00 0 12 22 20 19 O8:O0 54 1 6 8 23 9 09:00 ]0 1 I 7 13 23 10:00 OaF Totals 1491 69 23S 369 433 291 Counts Unlimited, lac. 909,247,6716 tO 45 SO 55 60 O 0 0 0 0 i 0 0 0 0 0 1 0 0 0 1 0 O 0 0 0 0 0 0 0 2 1 0 0 0 5 0 0 S 0 2 0 0 1 2 0 O 0 0 i 0 0 0 0 I 2 0 0 . O 2 0 0 0 0 8 0 0 0 0 0 3 0 S 0 ? 0 ? 0 1 Q 3 0 0 2 ~ 77 16 2 69 66 ?0 0 O O 0 Site Code: 158134 Start Date: 04/07/2002 File LD. : ~BPC;~¢¢ Pass : 4 71 76 75 9999 0 O O 0 0 0 0 0 0 0 0 O 0 0 0 0 1 0 0 0 Q 0 0 0 0 Q S 0 0 Q 0 0 0 0 0 O O 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 1 0 O 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 * 2 * * * * Grand Total 9518 100 1330 2313 2926 1907 57? 05 10 6 Sneed Statistics, tSth Percentile Speed : 18 Ned~en Speed (SOth percentile): 26 tverqe ~peed - U! Vehicles : 051~ PerceatRe Speed )2 9sth percentile Speed 10 #~H Pace Speed , 21-30 N~lbeF o! VehicLes 2n Pace : PeTcent o! Vehicle8 in Pace: SS.iff habe~ o! Vehicles ) ~5 MPH Percent of Vehicles > 55 aPB: .Off 1 9 1 1 0 ZE '~ ~T O~BII~I~N~ .~-E~O ~ogGP~GGOG 9b :88 ~BB~/~.~/PO Begin ~2:00 ut 0lc00 02:00 03:00 04:00 05:00 06:00 O?:00 06:00 09:00 10:00 lh0O I2:00 pi 01:00 02:00 03:G0 04:00 05:00 04:00 07:00 0lc00 09:00 10:00 11:00 Totals Counts Oulititod, lnc, 04/02 ~e8. ged. Thur, FTZ. Av9, Day AN ~eak8 Volume ~N Peak8 Volute 0 O 0 O 0 .Olr .0i .0t .0% .0! .0t .0% .0t .04 Site Code: 158255 Start DuCe: 04/02/2001 File I,D. : ?OageOSl Sat. Sun. Beek 1 ! 1 1 1 1 3 2 4 S ! 2 2 1 2 2 5 11 5 S 25 25 5 12 ~2 2~ 2~ 22 29 24 28 22 22 26 20 ~9 22 2! 21 2o 11 23 26 21 18 : ? ~vg. wBffr~ o 2 1 2 2 9 ~8 22 22 22 24 39 25 30 24 25 24 28 33 25 24 14 28 30 24 24 28 29 26 26 21 15 20 H 10 22 23 ~6 26 16 18 15 lQ 12 10 15 12 8 5 12 8 5 7 ) 1 4 4 ? S a I 4 356 359 3U 322 719 .0i 102,0i 105.51 98.5t 9¢.?% 0G:O0 0~:00 ll:00 ll:0O 08:00 il:00 26 29 26 2? 24 25 01:00 01:90 0t:0Q 22:00 Otc00 ~:00 33 25 39 36 30 30 ~EITI I~ I~S? OF Sl#! ¢OU~T ¢ount~ ~nliaited, Inc. 909.247.6716 #on, 04/09 12:0o am 0 1 01:00 0 0 O~:OO 2 0 03:00 4 ] 04:00 S 4 0S:0Q 2L 2S 0~:QO 42 4~ 0~:00 ~) I~ 08:00 16 ~ OS:00 ~2 ~4 L0:O0 12 ~S ll:Q0 2~ ~? 12:00 pa 24 27 24 19 2~ 22 0 01:00 ~3 )~ 27 )4 21 ]1 31 02:00 53 52 54 72 5] 52 4~ 43 O):OO ]$ 27 34 44 29 01 32 33 04:~0 45 29 5! 39 35 32 41 ]8 OS:~0 25 15 t3 33 25 3! 2~ 06:00 15 12 16 17 16 17 26 30 Q?:00 16 ~ l? 13 2] 9 22 12 08:00 ~2 7 14 22 28 ~1 16 15 O~:O0 8 I lO 8 8 i 6 S ~0:00 ? 2 7 ? tO 0 S 2 2~:00 3 ! ) ~ 2 ~ 5 2 ~o~alf 445 410 44) 4~4 il9 459 405 855 937 877 900 10 29 43 50 48 43 40 35 28 2~ 2G 20 7 4S5 0 Start Date: ELle ED. : TBESgOS! Av9, Day 103.0% 8~.8t 102,5% 104.61 96.?T 97,2% 93.7~ 10¢,$% 105.31 AX Peaka 0G:Q0 O~:O0 0(tO0 07tO0 0~:00 Qg:0Q 0It00 07:00 VOlGle 42 48 IS 4~ )9 4! 30 38 PN Peaks 02:00 02:00 Q2:00 02:00 02:00 02:00 02:00 0L:0Q 02:00 02:00 Volute 53 51 5~ ~2 53 52 4G 53 50 48 SUG. ETs 18 25 28 39 51 31 29 20 20 19 13 9 43] 472 S04 .0! .01r 06:00 07:00 34 40 ~2:00 02:00 51 5) 7 DAY DIII~C?IOWIL VO~,~X~ CO~? 12:00 02:00 0):00 0(:00 11:00 Non. 04/02 Tuee. SBn fiND nUo SaNg 12:08 01:00 02:00 03:00 84:00 05:00 06:00 O?:O0 08:00 09:00 10:00 ll:O0 ToCal8 #ed. WBI~ ~ount8 Unlimited, Inc. 909.217.6726 ?hue. 0 0 0 O 0 Site Code: 158111 Steft Date: 06/82/2001 Pile I.D. : TBPCHSLS Pa~e : 1 Sat. Sun. week Av9. ? ~ lO i0 8 12 ! 6 5 ~ 2 4 2 2 2 4 2 4 ~ 0 ] 2 4 2 ~ 4 4 5 5~ 38 30 t5 41 51 ¢~ 30 61 6Q 44 55 51 51 Il 53 5] 50 57 S? 50 47 58 46 42 48 50 45 55 40 42 &3 29 37 50 55 40 46 20 29 lg 29 20 29 15 ~; 12 23 16 24 22 t 6 8 13 ?107;7 ~25~96 ~;9 t4?? 1321 13~8 Avg. AK Peaks Vohme P# Peaks Volute .08 .Or .0% ,08 .08 .0t .0t .08 10G.2t 105.0~ 53.58 ~:00 10:90 ~t:00 2l:0O It:00 22:~0 12:00 OX:Q0 0i:O0 O):0O 12:00 OX:00 55 5~ S~ $6 53 CZTY OF TSDSO]LA PROMBIADS ~ARDOrdWIq'HILLS S/O LA ? DAY DIRECTIOII~L VOLUMB Counts Unlimited, Inc. 909.247.6714 De, in Ion. 04/09 T~e8. Ned. Thur. Fri. 12:00 am 4 2 3 7 3 7 1 0t:00 1 0 I 2 2 1 3 3 3 02:00 0 I I 2 0 1 O 0 O 03:00 0 3 0 2 0 2 2 2 3 04:00 ? 3 ? 1 9 3 ? 05:00 20 6 13 3 15 2 12 5 i1 06:00 63 32 47 22 40 20 IS 29 52 07:00 95 72 92 44 0] 67 100 00:00 226 00 219 72 210 70 102 67 09:00 41 ]3 49 40 45 33 59 39 ~0:00 37 30 62 37 41 32 46 39 47 1~5 109 110 127 101 114 94 50 06 55 93 64 93 73 26 54 40 00 5i 57 '45 21 44 22 ]7 21 50 ]2 X7 26 21 40 18 37 28 8 11 6 9 ! 12 it 996 903 982 9~1 949 9~5 i017 1977 1953 19~4 tl:0O pm 53 ¢9 01:00 61 51 02:00 72 67 03:00 205 223 04:00 63 00 05:00 5~ 01 06:00 69 49 07:00 ~0 IS 08:00 10 29 09:00 10 30 20:00 ~ ~2 186l Sat. Sun. 3 1 3 23 34 43 40 48 110 82 05 28 1076 2093 0 Site Code: 15811l ~tart Date: 04/02/2o01 File I.D. : P/ae : 2 Neek 4 7 2 2 I 2 7 2 12 47 25 1]1 47 30 43 34 49 47 109 117 71 77 38 54 21 43 lO 17 0 1960 Av~. Day 945% 95,3% 102.09 99.7i 100.0% 98.46 99.4% AK Peaks 08:00 07:00 08:00 04:00 08:00 08:00 00:~0 Volume 124 72 119 ~2 il0 70 102 PM Peaks 03:00 03:00 03:00 03:00 03:00 03:00 03:00 Volome 205 t23 ~35 100 2~0 127 102 ADTJ 97.8t 104.¢t 109.1% 08:00 04:00 08:00 O3:OO O3:O0 03:00 114 94 210 .0t .0% .01 .O% 00:00 04:00 111 69 03:00 03:00 109 E8 ~d DNI (]~LLIHI-1N~I ~I]~'IDO ~098PE6606 BP :88 PROI( CKAIID~AY HILLS 0/0 REZ?Z LAMB DAY DIRSCTZOBIAL SFBHD $~lW! TiRe ?seal 22:00 04/0? 0 0 0 O 0 0 01:00 3 1 0 O 2 0 02:00 2 0 I § 0 l 0]:00 5 S ! ! 2 0 04:00 ! 0 0 0 0 0 05:00 0~:0O 20 0 2 ? 8 07:00 31 ! $ 8 12 4 00:00 30 0 3 20 lo 3 00:00 33 0 0 22 25 10~00 44 2 ] 13 14 11 11:00 35 ~ ~ 10 04 0 12:00 pt 43 1 0 12 16 8 Ql:00 40 2 2 12 10 0 02:00 ]8 ! O 12 16 4 03:00 47 0 4 I~ 17 i 04:00 38 I 1 1) 14 5 05:00 49 I 2 9 33 10 06:00 33 2 ! ? 12 8 00:00 20 ! ! 8 7 3 09:00 20 I 2 ¢ 7 5 10:00 20 0 ! 4 0 2 11:00 ] 1 0 0 L o Day Totals S0t 19 3? l?~ 221 95 22:00 04/08 I 0 0 0 I 0 01:00 2 o 1 I 0 Q 00:00 2 O 0 0 0 03:00 04:00 8 I 1 ~ 2 0 05:00 ] 0 0 2 O 0 06:00 30 1 2 3 ? 0 0~:00 18 00:00 25 0 09:00 11:00 37 0 4 ~0 24 0 02:00 45 1 4 19 24 03:00 32 1 5 8 9 04:00 43 O 3 16 14 04:00 34 0 3 17 9 07:00 22 I I 4 0 08:00 17 ~ 3 t 5 09:00 11 I 1 4 2 10:00 2 0 0 0 0 Cnunts Unlimited, lnc. 909.247.6710 ~RTHBO~D. SOUTI~O~p~ 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I O 0 0 0 0 O 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 2 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 0 0 0 0 0 1 1 0 O 0 0 0 1 0 0 0 2 0 0 0 ! Q 2 O 1 0 2 0 5 0 ! 0 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 '0 0 0 0 0 0 0 0 0 0 0 0 Q 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 3 0 0 0 0 0 6 0 2 O 0 0 0 4 1 0 0 0 0 0 5 2 ! 1 0 0 O 10 0 0 0 0 0 0 5 0 O 0 0 0 O 5 0 t 0 0 0 0 5 0 t 0 0 0 7 0 O 0 0 0 0 2 0 1 0 0 0 0 0 t 0 0 0 0 0 Site ¢~e: 158150 Start Date: ; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 Q 0 O 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 C~TY OF T~C~A ~10N CHAR~InlAy HILL0 S/O HBT?Z ~ ~ounts Unlimited, Inc. ~09.2U.6716 S?~in Iht, 0- 1~ 21 2~ 31 3{ 41 45 ]~l{ ?oral 1S 20 2S 20 12:00 H/OS 1 O 0 0 0 1 0 O 0 QI:00 0 0 0 0 0 0 0 O 0 02:00 1 0 Q 0 0 ! 0 0 0 0]:00 8 0 0 ) 4 2 0 0 0 04:00 ? 0 0 4 2 I 0 0 0 05:00 30 0 2 $ Il 6 8 O 0 06:00 66 2 4 13 35 20 3 0 0 07:00 59 2 9 28 19 5 6 2 0 08:00 26 2 2 12 9 2 ! 0 O 09:00 32 0 ) 6 30 4 2 0 0 20:00 43 11:00 40 0 ? 9 7 14 3 0 0 12:00 pe 35 4 5 9 10 5 2 0 0 01:O0 52 0 5 1H 17 14 1 0 0 02:00 72 1 ! 24 25 9 3 1 0 03:00 60 3 6 8 24 15 2 1 1 04:00 42 I 3 20 17 10 0 0 0 05:00 50 2 3 17 23 3B 1 2 0 07:00 14 § 0 5 3' 1 5' O' 0 08:00 19 5 I 4 5 I 0 0 0 09:00 6 0 0 2 4 ! 0 0 0 20:00 4 0 0 ! 2 0 0 0 0 11:00 I 0 0 0 fl 1 0 0 0 Day Totals 70! 22 60 181 262 228 39 6 2 22:00 04/20 2 0 0 2 0 0 0 0 0 0!:0O 2 0 0 2 0 0 0 0 0 02:00 2 0 0 0 0 2 0 O 0 03:00 6 0 0 ) 3 0 0 0 0 04:00 8 0 0 2 3 2 2 0 0 O5:OQ 32 0 2 lO 13 3 ) 3 0 06:00 57 2 I 23 20 14 3 J 1 07:00 71 2 9 21 25 14 2 1 0 08:00 33 I 2 13 4 e 4 1 O 09:00 31 1 2 8 13 6 1 0 0 xo:00 36 5 0 :X L3 5 2 O 0 21:00 36 ! 2 6 15 O 4 0 0 12:00 pi 02:00 52 02:00 77 5 e 19 30 12 03:00 04:00 50 Q 4 22 27 06:00 43 2 4 22 22 4 07:00 26 2 o 00:00 21 I 0 4 3 2 09:00 8 1 0 1 tO:OO 6 0 0 X 3 2 ll:O0 Day TotaXs 754 24 48 204 285 142 0 0 1 O 0 O 0 2 0 0 O 0 0 0 0 0 0 0 0 0 0 41 7 2 Site Code: 256tS8 Ste~t Date: 04/07/2002 ~ile I.D. ; TB~CHSH8 : 2 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 1 0 0 0 0 Q O 0 0 O 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 O 0 O 0 O 0 0 0 0 0 O 0 0 0 O 0 O 0 O 0 O 0 0 0 0 O O 0 O 0 0 0 0 0 0 0 0 0 0 O O 0 0 Q 0 O O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 2 O 0 Q 0 0 0 0 0 0 O 0 O 0 0 0 O 0 Q 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 CITY Or TBNKC~bA Pi0H ¢~ARDONIIAY RILLS S/0 BRITS LARR 7 DAY DIBHCTIOBAL SPRRD S~VBY Begin I]:00 04~11 1 0 0 0 0 01:00 S 0 O 0 0 02:00 3 0 0 1 2 03:00 Ol:O0 7 0 0 06:00 54 07:00 S9 1 S 17 22 08:00 00:00 34 01 0 ? 10 03:00 06:00 52 05:00 52 2 6 t3 20 00:00 27 ! 07:00 25 0 t 3 10 08:00 25 0 0 1 20 09:00 10 3 0 2 0 20:00 ~1:00 6 0 12:00 00/12 0 0 0 Q 0 01:00 0 0 0 Q 0 02:00 t 0 0 0):00 04;00 8 0 0 05:00 06:00 62 2 3 26 23 07:00 71 09:00 27 2 2 tO:O0 35 12:00 13 0 12:00 pi 30 2 5 15 11 02:00 t3 4 SO 29 34 03:00 16 ! 2 4 24 04:00 65 5 S 21 21 07:00 26 4 2 ? 9 08:00 26 1 0 2 14 09:00 0 0 0 2 4 10:00 ~ 0 0 0 5 11:oo I ~ ~ 9 0 Day Totals 774 30 57 230 285 900.247.6716 3~ 40 46 S0 I 0 0 0 0 0 0 O 0 O 0 0 t 0 0 0 0 0 0 O ll 3 0 0 tO 2 1 0 2 1 0 0 5 0 0 O 3 t 0 0 5 I 0 0 10 2 0 0 12 3 I 0 9 2 0 0 7 2 0 0 10 1 0 0 ] 1 O 0 3 S 0 0 2 0 3 1 11! 30 4 3 0 0 Q O 0 0 0 0 0 0 O 0 5 0 ! 0 ! 0 I ! 4 0 t 0 0 5 0 0 ],2 O 0 0 7 1 0 1 0 I 0 0 4 0 0 0 9 0 0 0 ] 0 O 0 1 1 0 0 1~2 28 2 1 Site Co~e: 158108 Start Dote: 04[07~2001 rile t.D. : ~BPCRSRS : 3 0 0 0 0 0 O 0 S 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 ~0 0 S 0 0 0 O 0 0 S 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O t 0 0 Q 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 Q 0 0 0 ~ 0 9 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 Q 0 0 Q 0 CItY Of TDIBC~LL PiON CHAJtD~BIIA! HILLS S/O SilTS LAIR 7 DAY DIItBC?IOIIAL 0PIBD SUlVB! Re~n Int. 0- 1S 21 25 rite ?ot~ IS 20 25 30 12:00 Or/Z3 I O 0 0 0 01:00 0 0 0 O 0 02:00 4 0 0 1 ! 03:00 04:00 05:00 06:00 58 S 0 I? 20 07:00 58 0 6 22 22 08:oo 32 0 $ 10 0 09:00 35 10:oo n:00 iS 4 Counts Unlimited, Inc, 35 40 45 50 8 0 0 0 0 0 2 0 0 1 0 0 0 0 0 12 2 0 IS O 0 8 0 0 t0 0 0 2 0 O ? ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00pm 37 O 2 1S 11 8 ~ 0 0 0 01:00 7~ ? 3 18 29 15 ! 0 0 0 02:00 69 4 5 22 23 11 3 O 0 0 03:00 Sl 2 0 18 25 8 ¢ 6 0 0 04:00 59 1 1 20 30 3 ~ I 0 0 06:00 36 0 O ~5 1~ 0 1 ! ~ 0 G?:QO 39 0 0 17 22 0 0 0 00:00 33 0 0 16 19 0 0 0 0 0 09:00 2? 0 0 12 15 0 0 0 0 10:00 7 0 0 ] 6 0 0 0 0 0 Il:00 6 0 O 3 3 0 Day Tocale 804 22 29 2~7 326 112 25 Si:e Code: 208108 Start Date: 04/07/2001 File 1.O. : TB~RSHB Pa~e : 6 0 S 0 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 ! 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I * * I Stand Total 4912 170 $d3 1418 1852 826 224 ii 10 2 So,ed gtaciftica. lath Perceet£1e Speed : 21 Nedian Speed (50th percentile): 26 Average S~eed - )21 Vehicles : 27 Seth Percentile Speed : 956h Pe~ceat£1e Speed : 36 10 KPS Pace Speed , : 2140 ~Pl Juibet of Vehicles xn Pace : 3290 ~eteent o! Yah!cica tn Pace: ium~er of Vehicles > 55 ~PH : ~rcent o! Vehtc2e8 ) 55 ~PH: 2 2 0 1 0 DAY SPBBD SODVBT/&DT DONAINS Be~ia lat. O- Tile Total lS 1Z:OQ 04/07 4 0 01:00 4 0 02:00 1 0 01:00 0 0 0S:00 1 0 05:00 I 0 OG:O0 $ 0 07:00 08:00 28 O 09:00 22 1 10:00 29 0 11;00 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 2 5 12:00 pm 28 0 01:00 23 0 02:00 34 0 0]:00 39 0 04:00 4t 0 05:00 37 0 OS:O0 ]8 O o7:oo 29 0 00:00 15 O 00:00 13 O iQ:00 20 0 11:00 18 0 DaF Totals 463 1 12:00 04/08 ] 0 01:00 3 O 02:00 0 0 03:00 2 0 04:00 0 0 05:00 2 0 OE:O0 2 0 07:00 IQ 0 OS:O0 9 0 09:00 27 0 10:00 24 0 11:00 20 0 12:00 pi 31 0 0 01:00 ¢8 0 0 02:00 52 0 2 03:00 35 0 0 04:00 84 ! 1 05:00 G 0 1 0~:00 37 0 07:00 )0 O 0 08:00 15 S 0 09:00 11 O 0 10:00 ¢ O 0 11:00 ) 0 0 Day Totals 402 1 5 0 0 0 2 8 2 4 4 2 5 S 0 0 0 1 0 O 0 0 1 0 Q 1 0 0 )1 12 Counts Untiuited, Inc. 909.247.611G ffODTB~OUXD, SDUTBBOUIID I 0 0 O 0 0 0 0 0 0 2 0 fl 0 1 0 S O 10 3 2 3 0 9 S I 0 8 S 3 3 11 0 3 2 9 Il 9 2 9 I0 5 2 12 ll 11 1 S 3 4 O 3 2 3 2 121 130 8O 24 0 0 0 ! 0 1 0 0 2 0 0 O 0 0 0 0 0 0 0 0 0 i 1 0 0 0 9 0 0 0 0 I 0 ~ 0 0 0 0 I I 0 0 2 2 ~ 2 0 0 2 ) 1 l 2 1 4 7 5 6 4 1 6 t) G 5 8 10 9 5 2 10 17 10 7 1 7 13 12 G 4 4 12 10 7 1 3 12 1) ¢ 0 2 I 4 0 1 3 ) 3 0 0 2 1 1 0 0 O I 1 10 76 137 109 0 0 O 0 0 0 0 0 O Q 0 0 0 0 O 0 0 0 0 0 0 0 0 0' 0 0 0 0 O 0 0 0 0 0 0 0 Site ~de: 158157 Start Date: 04/07/2001 ~ile f.D. : TSPCHDCD : 1 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 I 0 1 0 0 0 Q 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 O 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 O 1 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O O 0 2 0 0 i 0 0 8 * 1 1 * * * 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 I 0 0 0 I 0 0 0 0 0 0 2 0 0 O 2 0 0 0 0 0 1 0 0 I 0 0 2 0 0 0 0 0 0 0 8 4 * 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 80 3E)Ud ~HI (]~mI6~I'~ .~ t'OgBP~6606 9~:B0 'C90~/LI/t~O PROM CHAR HILLS lUNAR CHBNIN DOMAIN! 9egin Int. 0- 14 21 20 Tiue Total 1S 20 20 30 12:00 04/09 I 0 0 0 0 01:00 I 0 0 0 0 02:00 0 0 0 0 0 03~00 0 0 0 0 0 04:00 2 0 0 0 0 05:00 4 0 0 0 2 04:00 39 2 2 5 0 07:00 72 5 ( 7 11 00:00 73 2 09:00 10 3 4 22 20 lO:OO 03 5 2 11 0 11:00 40 2 4 13 12:00 ~ ]0 0 2 02:00 43 0 2 03:00 62 2 2 04:00 40 0 0 05:00 ]2 0 2 04:00 29 0 O 07:00 22 0 0 00:00 15 0 0 09:00 11 0 0 10:00 3 0 0 11:00 5 0 0 12:00 04/10 2 0 01:00 0 0 02:00 0 0 01:00 0 0 04:00 2 0 05:00 5 0 00:00 25 0 0?:00 50 O 00:00 47 0 09:00 38 0 10:00 i2 0 12:00 34 0 12:00 pi 10 0 0 01:00 32 ] 0 02:00 57 ( 2 04:00 59 2 0 05:00 47 0 0 00:00 il 0 0 07:00 ]7 0 0 08:00 ~? 0 0 09:00 0 0 0 lO:OO 4 0 0 11 0 2 2 -I 1 1 0 2 00 226 0 0 0 0 0 0 2 14. 0 0 0 20 11 G 0 0 1 20 909.247.~?l~ NORTHBOUND. SOUTHBOUND ! 0 0 0 I 0 0 0 O 0 0 0 1 I 0 1 ] 0 7 8 7 22 10 5 19 7 0 4 5 2 18 6 2 14 9 I 51 56 61 00 SS 60 65 70 0 0 0 0 0 0 Q 0 0 0 0 0 O O 0 0 0 I I Q 0 O 0 0 0 0 0 0 0 0 0 8 8 5 0 0 0 0 iI ? 5 0 0 0 O I0 17 S $ 0 0 0 16 17 l0 5 0 O 0 ? 17 ? 2 0 i 0 13 5 5 2 0 O 0 7 9 5 3 2 1 0 6 ] 7 4 I 0 0 i 4 { I 1 0 0 4 1 I I 0 0 0 0 2 1 0 0 0 0 174 147 0~ 30 5 3 * Si~e Code: 15815? File i.D. : TRFCHN~ ;~qe : 2 71 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 O 0 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 0 0 0 O O 0 0 0 Q 0 0 t 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 O 0 0 0 O i 2 1 1 0 0 0 0 0 0 9 I I 2 ~ 0 0 0 0 0 12 13 7 5 0 0 0 0 0 0 18 lO 6 i 0 0 0 0 0 0 12 10 5 0 I 0 0 0 0 0 li ? 0 2 1 0 0 0 0 O 11 10 4 I 0 0 0 0 0 Q 17 0 5 1 0 0 10 5 ] 1 0 0 IS 12 4 4 0 0 11 23 8 ~ 0 0 11 15 II 5 i 0 10 16 12 1 1 0 12 12 7 i 1 0 4 14 ~ 2 0 5 4 4 4 O 0 3 3 2 I 0 O I 0 I 1 0 101 170 98 {9 5 0 0 O 0 0 O 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 I~O 3{~,~,.-I C~4I G~lI~l-d,~ ~ i, O98P~6696 9~:89 TBB~I~T/P9 ClT! Or TBHSC~LA Counts U~limited, lac. NO~?RRO~. SOH~nn~ln Begin Tnt. 0- 10 21 26 ]1 36 41 41 ?Lme ?o~al 15 2O . 28 ~0 ~ 40 iS 5O 12:00 04/11 ~ 0 0 0 0 0 1 0 0 01:00 L 0 0 0 1 0 0 0 Q 02:00 l 0 0 0 0 0 1 Q 0 03:00 0 0 0 0 0 0 0 0 0 0i:00 I 0 0 0 0 I 0 0 0 05:00 4 0 0 0 0 I 0 0 0 0t:0O 25 0 0 0 4 ? 12 2 1 07:00 gl 0 2 1 ~ 2¢ 16 10 1 00:00 51 4 1 4 t l0 10 9 2 09:00 01 2 2 ( 7 7 0 ! 0 20:00 45 4 ! 0 7 22 3 6 2 32:00 pm 5~ I 2 01:00 5? 0 2 02:00 62 0 0 03:00 67 0 3 04:00 55 0 0 05:00 ~0 0 ! 06:00 41 0 0 07:00 19 0 0 08:00 18 0 0 09:00 20 0 0 10:00 16 0 O 12:00 6 0 0 Day Totals 733 17 15 1! 15 12 2 18 18 8 $ t 25 19 7 I1 18 20 10 2 3 ~3 5 15 2 0 i 5 ? 1 2 ~ 5 6 2 1 ? 9 2 1 1 5 3 ! 0 101 223 190 105 38 10:00 01/~2 6 0 0 0 0 01:00 0 0 0 0 o 02:00 0 0 0 o 0 03:00 0 0 0 0 0 04:00 1 0 0 0 0 05:00 2 0 0 0 0 06:00 28 1 2 5 2 07:00 74 00:00 09:00 10:00 11:00 07 0 7 lS 15 20 14 10 10 t2:OO pi 01:00 70 02:00 91 0 5 13 30 23 03:00 ?3 0 2 ] 11 21 04:00 51 0 O 0s:0O 52 0 0 o 6 17 06:00 42 0 0 1 07:00 25 0 0 0 ! 10 00:00 12 0 0 0 09:00 1~ 0 0 0 0 4 10:00 7 0 0 0 0 1 11:00 5 0 0 Q Da! ?otale 840 19 39 110 158 209 55 0 0 0 0 0 0 S1 55 70 1 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 1 O I 0 O 2 ~. * 2 0 1 I 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 4 5 0 0 0 0 0 13 3 0 0 0 0 0 12 I 0 0 0 O O 5 7 1 0 0 0 0 lO ], i 0 0 0 0 10 2 2 0 0 Cl 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 3 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 2 * ~ 2 lO 1 lO 3 27 2 ~7 2 13 S 14 S 8 ! S 0 4 0 Site Code: 158157 Star: DaLe: 04/07/2001 rile I.D, : TBP¢~CO Paqe : 71 76 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ ClOT OF ? D&¥ OPIBD SOEVB~/AD~ ?lee ?oral 15 20 IS 12:00 04/13 2 0 0 0 0 01:00 1 0 0 0 0 02:00 0 0 0 0 02:00 0 0 0 0 0 04:00 1 0 0 05:00 4 0 0 0 o6:oo 0?:00 00:00 54 1 2 G 20 09:00 54 1 12 l0 14 20:00 52 2 ? Csunts Uelil£ted, Inc. 908.247.6716 I 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 17 l? 0 12 O 1 5 S 0 0 0 0 0 0 0 0 0 0 0 0 12:00 pi 21 0 1 2 ? 10 9 I 1 0 01:00 G0 0 1 ] 12 20 l? I 2 0 02:00 68 1 0 5 10 15 11 8 l 1 03:00 62 8 0 4 6 27 l] 8 3 0 04:00 0 0 Q 1 6 12 11 1( 2 0 05:00 49 0 I 4 ? 10 18 6 4 l 06:00 2? 0 0 2 6 5 ? 6 2 0 07:00 26 0 0 08:00 19 0 09:00 21 0 0 0 4 3 5 8 L 0 10:00 15 0 0 0 U:O0 ¢ 0 0 O i 0 O 1 1 0 Day ~otal8 741 8 ]0 75 159 182 161 68 10 7 0rand ?ocal 4589 ?~ 1]S 379 79~ 1227 1090 594 210 40 16 Sseed Statistics. 15t~ Percelttle Speed : 25 KPH Ned:a1 8~ed (S0~h percen~ile): 33 XPB Averqe spee~ - All Vehicles : 34 NPR 85th Percentile Speed : ~I XPfl 96th PeFceutile Speed : 46 NPS 10 #PH Pace Speed : ~1-~o MPH Suube~ o~ Vehicles in Pace : 2317 ~ercen~ of Vehicles in Pace: 50.~2~ Number o~ Vehicles, 55 NPH : 24 Percenc o! Vehicles, 55 #PH: Site Code: 158157 SCarf Date: 04/07/2001 File I.O, : TBPCH~¢D Pa~e : 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 1 0 0 0 2 0 Q 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 I 0 0 ? 1 0 O EXHIBIT "D" MULTI-WAY STOP WARRANT ANALYSIS Multi-Way Stop Warranting Software 04/17/01 Major Street: Minor Street: Date of Analysis: Name of Analyst: Case Number: Comments: 85th% Prom. Chardonnay Hills Promenade Bordeaux 04/17/01 Speed of Major Street: 32 WARP-ANT ANALYSIS SUMMARY: WARR3~NT 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 any 8 hours of the day is not met with 0 hours meeting the warrant. for 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. Multi-Way Stop Warranting Software 04/17/01 START TIME NB SB EB 100% 70% WB HOUR WARRANT WARRANT TOT MET MET COMBINATION WARRANT MET 0:00 2 6 1:00 2 0 2:00 0 t 3:00 3 3 4:00 5 13 5:00 6 17 6:00 46 29 7:00 72 112 8:00 72 109 9:00 46 57 10:00 44 45 11:00 38 48 12:00 64 64 13:00 56 46 14:00 94 88 15:00 104 106 16:00 97 88 17:00 85 63 18:00 71 76 19:00 44 50 20:00 50 29 21:00 39 28 22:00 34 14 23:00 25 18 6 0 14 2 0 4 1 0 2 0 0 6 8 0 26 3 0 26 26 0 101 76 0 260 77 0 258 41 0 144 22 0 111 35 0 121 47 0 175 45 0 147 68 0 250 98 0 308 73 0 258 74 0 222 49 0 196 53 0 147 28 0 107 26 0 93 15 0 63 21 0 64 Multi-Way Stop Warranting Software 04/17/01 Major Street: Minor Street: Date of Analysis: Name of Analyst: Case Number: Comments: 85th% Speed of Major Street: Prom. Chardonnay Hills Chemin Clinet 04/i7/0i Jg 32 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. WARPJkNT 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. Multi-Way Stop Warranting Software 04/17/01 START TIME NB SB EB 100% 70% WB HOUR WARRANT WARR3~NT TOT MET MET COMBINATION WARRA/gT MET 0:00 2 6 0 1 9 1:00 2 0 0 0 2 2:00 0 1 0 0 1 3:00 3 3 0 1 7 4:00 5 13 0 1 19 5:00 6 17 0 4 27 6:00 46 29 0 14 89 7:00 72 112 0 32 216 8:00 72 109 0 23 204 9:00 46 57 0 18 121 10:00 44 45 0 14 103 11:00 38 48 0 14 100 12:00 64 64' 0 18 146 13:00 56 46 0 22 124 14:00 94 88 0 31 213 15:00 109 106 0 36 251 16:00 97 88 0 32 217 17:00 85 63 0 54 202 18:00 71 76 0 40 187 19:00 44 50 0 32 126 20:00 50 29 0 23 102 21:00 39 28 0 18 85 22:00 34 14 0 14 62 23:00 25 18 0 5 48 Multi-Way Stop Warranting Software 04/17/0~ Major Street: Prom. Chardonnay Hills Minor Street: Chemin Margaux Date of Analysis: 04/17/01 Name of Analyst: jg Case Number: Comments: 85th% Speed of Major Street: 32 WARP3LNT 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. Multi-Way Stop Warranting Software 04/17/01 START TIME NB SB EB 100% 70% WB HOUR WARR3~NT WARRANT TOT MET MET COMBINATION WARP~ANT MET 0:00 2 6 1 0 9 1:00 2 0 0 0 2 2:00 0 1 1 0 2 3:00 3 3 0 0 6 4:00 5 13 0 0 18 5:00 6 17 1 0 24 6:00 46 29 4 0 79 7:00 72 112 4 0 188 8:00 72 109 6 0 187 9:00 46 57 3 0 106 10:00 44 45 3 0 92 11:00 38 48 3 0 89 12:00 64 64 5 0 133 13:00 56 46 1 0 103 14:00 94 88 7 0 189 15:00 109 106 9 0 224 16:00 97 88 6 0 191 17:00 85 63 12 0 160 18:00 71 76 10 0 157 19:00 44 50 9 0 103 20:00 50 29 6 0 85 21:00 39 28 5 0 72 22:00 34 14 3 0 51 23:00 25 18 1 0 44 Multi-Way Stop Warranting Software 04/17/01 Major Street: Minor Street: Date of Analysis: Name of Analyst: Case Number: Comments: 85th% Speed of Prom. Chardonnay Hills Chemin La Tache 04/i7/01 Jg Major Street: 32 WARR3kNT 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. WARPJkNT 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 con~bined total of 200 vehicles and pedestrians from the minor approach is not met with 0 hours meeting the warrant. Multi-Way Stop Warranting Software 04/17/01 START TIME NB SB EB 100% 70% WB HOUR WARPJ~NT WARRANT TOT MET MET COMBINATION WARPJ~NT MET 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 2 2 0 3 5 6 46 72 72 46 44 38 64 56 94 109 97 85 71 44 5O 39 34 25 6 0 1 3 13 17 29 112 109 57 45 48 64 46 88 106 88 63 76 5O 29 28 14 18 0 1 9 0 0 2 0 0 1 0 0 6 0 0 18 0 1 24 0 6 81 0 6 190 0 8 189 0 4 107 0 4 93 0 4 90 0 7 135 0 1 103 0 10 192 0 11 226 0 8 193 0 15 163 0 13 160 0 11 105 0 8 87 0 7 74 0 4 52 0 1 44 Prom. Chardonnay Hills Multi-Way Stop Warranting Software 04/17/01 Major Street: Minor Street: Date of Analysis: Name of Analyst: Case Number: Comments: 85th% Speed of Prom. Chardonnay Hills Heitz Lane o4/i7/oi Major Street: 33 WARPJINT ~JqALYSIS SIIMM31RY: WARR3kNT 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. WARR31NT 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. WARR3kNT 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. Prom. Chardonnay Hills Multi-Way Stop Warranting Software 04/17/01 START TIME NB SB EB 100% 70% WB HOUR WARRANT WARR3LNT TOT MET MET COMBINATION WARRANT MET 0:00 4 6 0 1 11 1:00 1 1 0 0 2 2:00 2 3 0 0 5 3:00 2 2 0 3 7 4:00 12 5 0 5 22 5:00 24 0 0 7 31 6:00 62 28 0 41 131 7:00 123 98 0 70 291 8:00 138 87 0 75 300 9:00 80 49 0 43 172 10:00 57 50 0 31 138 11:00 76 64 0 38 178 12:00 57 73 0 38 168 13:00 62 53 0 43 158 14:00 88 103 0 83 274 15:00 130 138 0 85 353 16:00 79 104 0 79 262 17:00 86 121 0 55 262 18:00 82 91 0 63 236 19:00 44 72 0 27 143 20:00 57 62 0 31 150 21:00 26 44 0 29 99 22:00 15 26 0 23 64 23:00 10 10 0 18 38 ITEM NO. 4 TO: FROM: DATE: SUBJECT: AGENDA REPORT Public/Traffic Safety Commission Ali Moghadam, P.E., Senior Engineer, Traffic April 26, 2001 Item 4 Request for Neighborhood Traffic Calming - Temeku Drive RECOMMENDATION: That the Public/Traffic Safety Commission: 1. Recommend that the City Council adopt an Ordinance establishing speed zones on Temeku Drive and Honors Drive; 2. Direct the Police Department to enforce the newly established speed limit including use of the radar speed trailer. BACKGROUND: At the meeting of February 22, 2001, the Public/Traffic Safety Commission received a request from Mr. Mark Wedel to review the feasibility of implementing Neighborhood Traffic Calming measures on Temeku Drive to mitigate vehicular volumes and speeds caused by cut-through traffic. Subsequently, Mr. Wedel met with staff and Chairperson Edwards to reiterate his concerns and explore possible solutions. Mr. Wedel was advised that the Commission would consider the issue at a future meeting, following the opening of Meadows Parkway. The public has been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process and by written correspondence. Temeku Drive/Honors Drive is a 44~foot wide residential collector street that provides access to numerous residential dwelling units between La Serena Way, Rancho California Road and Margarita Road. Access to the majority of Temeku Drive/Honors Drive is limited to street intersections except on the segment between Flag Way/Iverness Court and Sunningdale Drive where access is provided directly onto Temeku Drive for approximately 14 single-family residential units (3 existing and 11 proposed). The average daily traffic (ADT) volume on Temeku Drive is approximately 1,734 south of La Serena Way, 1,298 ADT north of Flag Way/Inverness Court, 2,331 ADT south of Royal Birkdale Drive and 2,198 ADT on Tee Drive north of Rancho California Road. The developer has posted the speed limit at 30 MPH along Temeku Drive. However, this speed limit is not an enforceable speed limit because it was not established by an Engineering and Traffic Survey as required in the California Vehicle Code. In January 2001, traffic volume data was collected at three (3) locations on Temeku Drive and at one (1) location on Tee Drive to determine vehicular travel patterns prior to the opening of Meadows Parkway. In addition to the traffic count data collection, a speed survey was performed on Temeku Drive. The speed and traffic count data was collected for a period of seven consecutive days. In April 2001, traffic count r:\traffic\commissn\agenda\2001 \0426\TemekuDrive/ajp data was collected at the same locations for a similar seven-day period. Copies of the vehicular volume and speed data are included as Exhibits "B" and "C". The table below summarizes the results of the data collection: LOCATION 01/22/01 04/07/01 Temeku Drive S/O La Volume (ADT) 1,379 1,734 Serena Way Temeku Drive N/O Flag Volume (ADT) 1,711 1,298 Way/Iverness Court Speed (85m %) 41.5 MPH 43 MPH Temeku Drive S/O Par Volume (ADT) 2,467 2,331 Way Speed (85~ %) 38 MPH 40 MPH Tee Drive N/O Rancho Volume (ADT) 2,157 2,198 California Road. The before and after data collection indicates that although some segments experienced an increase in traffic volumes and others experienced a decrease, overall the traffic volumes decreased by approximately 2% with the opening of Meadows Parkway. In addition to the traffic count data, a radar speed survey was conducted in April 2001 on Honors Drive and Temeku Drive to determine vehicular speeds. As shown in the table above, the 85~h percentile speeds observed in April 2001 are slightly higher than those observed in January. The speed survey data was incorporated into the Engineering and Traffic (E&T) Survey, to determine an enfomeable-posted speed limit. The results of the E&T Survey indicate that a posted speed limit of 35 MPH could be supported and deemed enforceable on Honors Drive between Margarita Road and Tee Drive and on Temeku Drive between Tee Drive and Royal Birkdale Drive. The E&T Survey revealed that a posted speed limit of 40 MPH could be supported and deemed enforceable on the segment between Royal Birkdale Drive and La Serena Way. Although, there may be a perception that vehicles are traveling at a high rate of speed on Temeku Drive, the 85~h percentile speeds and enfomeable speed limits are consistent with speed limits observed on other City streets that are residential collector streets such as, Amarita Way/Montelegro Way (40 MPH), Leena Way (40 MPH) and Sunny Meadows Drive (40 MPH). Having an unjustified posted speed limit of 30 MPH further compounds the perception that motorists are traveling too fast. It is staff's opinion that the majority of drivers are traveling at a safe and prudent speed for conditions on Temeku Drive. Copies of the Engineering and Traffic Survey are included as Exhibit "D". The concerns expressed about the high volume of "cut-through" traffic on Temeku Drive are not entirely supported by the results of the data collection. The before and after traffic volume data indicates that Temeku Drive carries 1,379 ADT to 2,157 ADT between La Serena Way and Rancho California Road. Collectively, the Temeku Golf Course development has approximately 1,351 single-family dwelling units (existing and under construction) that can potentially generate a traffic volume of 13,510 ADT. This volume is based on a trip generation rate of 10 trips per day per dwelling unit. With the completion of all the residential units, it is likely that Temeku Drive will carry between 2,500 ADT to 4,500 ADT. These volumes are based on trips generated by Temeku Hills residential units only. The total volumes shown am approximately 52% of what would normally be expected from the number of residential units within the community that have access to Temeku Drive and Honors Drive. Although it is the residents' perception that there is a high volume of "cut-through" traffic, it is staff's opinion that the majority of "cut-through" traffic observed by the residents is attributed to intra-subdivision trips between the Temeku Hills community. Moreover, it is staff's opinion that Temeku Drive and Honors Drive are being used as they were designed, to provide residential access to Margarita Road, Rancho California Road, Meadows Parkway, and La Serena Way. Based on our observations, there is no logical reason to use Temeku Drive as a "short-cut" since Meadows Parkway provides a more direct route between La Serena Way and Rancho 2 r :\traffic\commissn\agenda\2001 \0426\TeraekuDrive/ajp California Road. Moreover, it is a very circuitous route and there are no "real" timesavings by using Temeku Drive instead of Meadows Parkway. Insofar as the use of multi-way stop signs, 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 or volumes. 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 Via Cordoba and Calle Medusa. For these reasons, staff is not recommending the installation of multi-way stop signs along Temeku Drive to address the residents' concerns. The consideration of other traffic control devices such as, speed undulations would not be considered an appropriate use on Temeku Drive because the 85~ percentile speed limit is greater that 25 MPH, the vertical alignment is greater than five percent in some areas, there are numerous curves along the roadway and the roadway serves as a residential collector street. More importantly, the speed undulations have not been embraced as an effective means of reducing vehicular speeds and volumes as experienced on Calle Pina Colada. For these reasons, staffis not recommending the use of speed undulations onTemeku Drive to address the residents' concerns. The results of the Engineering and Traffic Survey suggest that an appropriate and enforceable speed limit on Temeku Drive and Honors Drive would he 35 MPH between Margarita Road and Royal Birkdale Drive and 40 MPH between Royal Birkdale Drive and La Serena Way. Therefore, staff recommends establishment of the appropriate speed zones, removal of the existing non-enforceable 30 MPH speed limit signs, and enforcement of the newly established speed zone and use of the radar speed trailer. FISCAL IMPACT: Funds are available for signing and pavement markings in the Public Works Routine Street Maintenance Account. Attachment: I. Exhibit "A" - Location Map 2. Exhibit "B" - Vehicular Speed and Volume Data, January 2001 3. Exhibit "C" - Vehicular Speed and Volume Data, April 2001 4. Exhibit "D" - Engineering and Traffic Survey 3 r:\traffic\commissn\agenda\200 l\0426\TemekuDrive/ajp EXHIBIT "A" LOCATION MAP EXHIBIT "B" VEHICULAR SPEED AND VOLUME DATA JANUARY 2001 Barbara N. Sackett RECEIVED' FEB 07 · CITY OF TEMECULA ENGINEERING DEPARTMENT CITY oF TEMECULA ' ' TEE DRIVE / NORTH OF RANCHO CALIFORNIA ROAD ' Directional Volume Count ,24 Hour/7 Day Co.unt January 2001 Counts Unlimited, I~1c. 25424 Jaclyn Avenue Moren~ Valley, CA 92557 T. 90? 2476716 F 909 '924 8604 ' E ctsunltd@aol.com CITY OF TEMECULA TEE DRIVE N/O RANCNO CALIFORNIA ROAD 24 MR DIRECTIONAL VOLUME COUNT COUNTS UNLIMITED, INC. 909.247.6716 NORTN/SOUTE Site Code : 12643 Start Date: 01/22/2001 File I.D. : TETENORC P~¢ : 1 Begin Mon. 0t/22 Tues. Time NBND SBND NBND SBND 12:00 am 3 4 3 1 01:00 3 1 4 0 02:00 1 0 3 0 03:00 3 4 2 1 04:00 1 7 0 7 05:00 2 23 B 25 06:00 40 33 42 34 07:00 64 64 64 68 08:00 77 75 112 78 09:00 66 56 67 71 10:00 49 71 57 46 11:00 76 68 79 59 12:00 pm 89 B1 76 01:00 91 59 72 02:00 63 67 65 03:00 118 93 i31 04:00 93 66 113 05:00 112 71 97 06:00 72 41 67 07:00 43 23 59 08:00 28 21 37 09:00 24 13 21 t0:00 12 9 14 1t:00 6 3 6 Totals 1136 953 1199 2089 Wed. Thur. NBND SBND NBND SBND 2 0 3 2 3 2 2 1 0 1 1 0 1 2 2 1 2 7 4 6 9 19 7 19 48 45 41 37 76 62 55 70 84 95 150 86 69 76 87 58 65 82 62 64 74 85 69 154 82 74 81 80 70 77 64 76 56 88 91 52 45 63 85 139 99 76 129 102 95 83 64 96 79 80 105 56 105 67 61 57 57 60 34 41 51 39 56 31 21 30 16 32 21 9 18 11 30 38 4 25 5 16 5 4 8 3 16 1 1094 1099 1007 1222 1119 2293 2106 2341 Fri. Sat. NBND SBND NBND SBND 6 3 8 3 2 4 3 1 2 4 5 2 3 5 5 2 2 6 1 5 9 22 5 7 44 28 32 16 56 60 46 3t 85 115 49 82 73 60 43 65 43 84 72 84 67 59 101 84 61 54 98 85 60 46 83 79 51 55 74 71 84 84 75 73 73 43 64 78 95 57 66 68 66 39 45 35 44 35 108 54 24 12 126 82 28 22 43 27 17 9 35 26 13 6 70 45 1008 912 1257 1105 1920 2362 Sun. Neek Avg. NBND SBND NBND SBND 35 159 0 25 6 3 3 .2 2 2 ~ 2 1 3 0 3 2 5 3 2 6 3 1 6 17 13 13 37 28 28 36 56 56 55 24 87 79 37 46 63 62 48 67 57 71 70 55 77 81 92 70 E1 75 129 75 79 71 95 71 66 69 81 145 102 102 54 94 82 74 46 67 89 67 54 32 60 43 35 22 57 35 29 19 44 27 1E 24 26 21 7 5 18 9 8 1 18 9 953 1034 1124 1033 1987 2157 Avg. Day 101.0% 92.2% 106.6% 105.9% 97.7% 97.4% 108.7% I08.3% 89.6% AM Peaks 08:00 08:00 08:00 08:00 08:00 08:00 08:00 11:00 08:00 Volume 77 75 112 78 84 95 150 154 85 PM Peaks 03:00 03:00 03:00 03:00 05:00 12:00 03:00 03:00 05:00 Volume 118 93 131 139 105 81 129 102 95 ADTs 88.2% t11.8% 106.9% 84.7% 100.1% 08:00 11:00 10:00 11:00 12:00 08:00 11:00 115 101 84 70 159 87 81 03:00 08:00 12:00 01:00 03:00 03:00 03:00 84 126 85 t29 145 102 .102 Barbara N. Sackett FEB 0 ? 2001 · CITY OF TEMECULA ENGiNEERiNG DEPARTMENT CITY OF TEMECULA TEMEKU DRIVE / SOUTH OF PAR WAY Directional Speed. Survey '24 Hour/7 Day Count January 2001 Counts Unlimited, Inc. 2~42~ jaclyn Avenue Moreno Valley, CA 92557 T 909 247 6716 F 909 924 8604 ' ' E ctsunltd~aol.com CITY OF TEMECULA TEMEKU DRIVE S/0 PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 01/22 5 01:00 3 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 i0:00 11:00 0- 16 21 t5 20 25 1 0 1 0 7 2 11 0 29 1 77 1 155 9 182 3 182 10 166 7 186 12 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND. SOUTHBOUND 26 31 36 41 46 30 35 40 45 $0 0 2 1 1 0 0 1 2 0 0 0 1 0 0 0 2 0 1 2 0 1 4 2 2 2 2 7 16 3 0 13 24 28 10 0 30 66 33 11 1 22 77 65 12 1 41 63 54 10 2 26 61 59 13 0 26 73 56 14 2 51 56 61 66 $$ 60 65 70 12:00 pm 181 01:00 t78 02:00 174 03:00 234 04:00 172 05:00 198 06:00 147 07:00 84 08:00 66 09:00 29 10:00 16 11:00 8 Day Totals 2491 12:00 01/23 4 01:00 5 · 02:00 3 03:00 9 04:00 10 05:00 37 06:00 103 07:00 173 08:00 188 09:00 161 10:00 t53 11:00 192 12:00 pm 178 01:00 186 02:00 206 03:00 249 04:00 242 05:00 223 06:00 137 07:00 102 08:00 59 09:00 34 10:00 14 11:00 7 Day Totals 2671 16 8 16 29 63 58 17 2 34 75 48 4 0 8 22 57 64 20 1 9 45 72 77 25 3 6 26 63 61 12 2 7 34 69 74 12 1 2 16 53 56 19 1 6 10 30 28 7 3 1 7 20 24 13 1 3 3 8 5 9 1 0 1 3 8 3 0 1 0 2 4 1 0 16 0 113 390 894 824 220 23 0 1 1 1 1 0 0 0 0 2 1 1 0 0 0 1 -0 I 1 - 0 0 1 0 0 1 2 1 0 1 0 3 3 3 0 1 1 3 7 16 7 1 1 4 19 41 33 5 0 1 9 19 60 63 19 1 1 9 37 75 47 15 1 4 10 16 71 48 6 3 0 10 31 58 42 11 1 1 8 20 84 57 11 1 4 8 48 50 47 10 0 1 9 41 70 50 14 0 3 9 43 86 48 14 2 2 12 42 90 76 23 3 1 10 37 90 84 18 2 0 4 31 79 81 23 5 1 4 17 48 53 12 2 0 0 12 31 44 14 1 2 5 4 19 22 6 1 0 0 2 8 13 11 0 0 0 0 3 7 2 2 0 o 0 1 ~ 1 0 23 112 432 986 843 230 27 0 0 0 Site Code: 152670 Start Date: 01/22/2001 File I.D. : TETESOPN Pane : 1 71 76 75 9999 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Time 12:00 01/24 4 01:00 3 02:00 2 03:00 3 04:00 10 05:00 28 06:00 102 07:00 180 08:00 207 09:00 148 10:00 169 11:00 187 12:00 pm 0i:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 lO:OO 11:oo Day Totals 12:00 01/25 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Day Totals Int. 0- 16 Total 15 20 160 152 134 167 179 193 108 105 5O 32 26 12 236i 5 3 2 3 13 28 85 150 238 154 171 254 185 161 169 232 193 209 125 108 63 69 20 18 2655 15 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND. SOUTHBOUND 21 26 31 36 25 30 35 40 0 0 1 1 i 0 0 2 0 0 0 0 2 0 0 0 1 1 0 2 2 0 10 12 10 11 35 33 8 28 65 56 12 43 78 58 12 28 60 36 13 47 68 33 15 46 75 37 41 46 51 56 45 5O 55 6O 0 0 0 1 1 0 0 4 0 8 2 12 4 13 2 7 0 2 0 9 0 2 11 41 55 35 12 3 0 7 29 65 40 10 1 1 13 30 52 30 5 3 2 16 27 61 52 8 1 0 13 37 70 49 10 0 2 7 40 74 54 14 2 0 7 20 26 47 8 0 1 3 22 42 29 7 1 0 1 3 12 27 6 1 0 1 8 6 14 3 0 0 0 I 8 6 10 0 28 155 463 866 660 159 21 0 0 2 1 2 0 0 0 2 1 0 0 0 2 0 0 1 i 0 1 1 2 4 4 2 0 7 5 12 4 4 15 28 25 9 3 27 52 47 17 10 50 84 69 i7 9 23 64 37 I7 11 34 53 53 9 13 65 110 50 2 9 34 72 57 11 0 3 12 26 56 51 11 0 3 11 34 63 48 7 3 1 9 39 91 66 24 2 0 9 27 65 66 25 1 1 10 23 67 88 17 3 1 9 11 37 51 14 2 0 9 14 38 3t 14 1 1 2 10 23 20 6 0 1 2 11 20 26 8 1 0 0 2 7 6 4 1 0 0 0 8 6 1 2 24 133 455 950 818 234 22 61 66 Site Code: 152670 Start Date: 01/22/2001 File I.D. : TETESOPW Page ; .2 71 76 75 9999 CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 01/26 8 01:00 4 02:00 6 03:00 5 04:00 8 05:00 32 06:00 67 07:00 135 08:00 175 09:00 153 10:00 170 11:00 148 16 21 20 25 0 0 0 1 0 2 2 4 15 16 10 12 COUNTS UNLIMITED, INC. 900.247.6716 12:00 pm 112 01:00 121 02:00 116 03:00 174 04:00 142 05:00 164 06:00 119 07:00 75 08:00 48 09:00 51 10:00 18 1t:00 24 Day Totals 2078 12:00 01/27 6 01:00 5 02:00 8 03:00 7 04:00 5 05:00 15 06:00 51 07:00 49 08:00 99 09:00 115 10:00 182 11:00 218 NORTHBOUND. SOUTHBOUND 26 31 36 41 46 30 35 40 45 50 0 3 3 2 0 0 1 1 2 0 1 2 3 0 0 0 1 1 2 0 2 2 1 2 1 6 9 7 7 1 10 18 28 7 0 26 55 42 6 1 35 58 56 10 0 30 60 34 8 0 38 64 49 8 1 44 57 25 5 2 14 114 375 764 26 43 31 5 10 53 34 6 14 46 38 10 31 59 55 19 25 53 44 13 21 69 49 17 19 36 43 10 14 26 28 4 6 15 20 6 5 21 17 6 2 6 4 3 1 7 10 ) 623 161 17 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 t0:00 1t;00 Day Totals 221 3 186 1 107 3 177 2 106 0 148 0 107 0 172 2 212 0 71 1 63 0 11o 0 2608 15 1 2 3 0 1 0 2 2 1 4 2 1 1 1 3 2 1 I 0 3 6 5 4 0 9 25 8 7 9 25 9 4 23 39 28 7 29 39 37 7 38 70 53 10 43 83 67 14 17 49 78 66 8 0 8 32 75 55 13 2 6 31 73 65 17 2 7 21 66 71 9 1 6 33 82 51 i3 1 6 27 56 47 8 3 11 20 37 33 6 0 20 50 66 28 5 1 16 65 94 35 2 0 7 20 23 11 9 0 4 11 20 19 7 2 7 46 ~9 12 4 2 136 567 1003 709 158 17 51 56 61 66 Site Code : 152670 Start Date: 01/22~2001 File I.D. : TETES0PW P~g~ : 3 71 76 0 0 0 0 0 0 0 0 0 0 0 O CITY OF TEMECULA TEMEKU DRIVE S/O PAR NAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 0i/28 192 01:00 9 02:00 5 03:00 4 04:00 6 05:00 6 06:00 31 07:00 78 08:00 96 09:00 114 10;00 156 11:00 170 0- 16 15 20 1 0 0 0 1 0 0 1 1 3 2 0 21 12 11 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND, SOUTHBOUND 26 31 36 41 46 30 3~ 40 45 $0 48 83 43 8 0 1 4 4 0 0 1 1 2 1 0 2 1 0 1 0 1 2 1 0 1 0 4 1 0 6 11 6 4 1 11 29 25 10 1 14 31 34 11 1 18 40 41 9 0 37 60 31 14 0 33 54 53 16 1 51 56 61 66 55 6Q 7Q 12:00 pm 203 01:00 267 02:00 215 03:00 260 04:00 186 05:00 151 06:00 104 07:00 51 08:00 55 09:00 33 t0:00 11 11:00 Day Totals 2413 2 11 47 83 44 14 0 0 3 23 64 109 58 8 1 0 5 21 64 75 38 11 0 0 2 20 78 115 40 5 0 0 0 14 37 75 47 8 3 0 0 9 25 58 48 10 0 1 2 3 16 32 41 10 0 0 0 3 6 14 23 4 1 0 1 4 6 24 16 4 0 0 1 1 4 8 15 3 1 0 1 0 0 3 6 1 0 0 Q 0 O t ~ 3 Q Q 26 152 520 013 625 156 11 1 Site Code: 152620 Start Date: 01/22/2001 File I.D. : TRTRSOPN Paqe : 4 71 76 0 0 0 0 0 0 Q Grand Total 17274 61 146 915 3202 6376 5102 1318 138 11 3 0 0 0 2 Speed StatisticL 15th Percentile Speed : 27 MPH Median Speed (50th percentile): 33 MPH Average Speed - All Vehicles : 34 MPR 85th Percentile Speed : 38 MPN 95th Percentile Speed : 42 MPH 10 MPR Pace Speed : 31-40 MPR Number of Vehicles in Pace : 11478 Percent of Vehicles in Pace: 66.46% Number of Vehicles > 55 MPH : 5 Percent of Vehicles > 55 MPH: .03% CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 0t/24 2 01:00 2 02:00 1 03:00 1 04:00 3 05:00 9 06:00 61 07:00 I09 08:00 t10 09:00 69 10:00 66 11:00 83 12:00 pm 80 01:00 66 02:00 74 03:00 85 04;00 97 05:00 122 06:00 55 07:00 84 08:00 34 09:00 16 10:00 23 11:00 ~ Day Totals 1231 12:00 01/25 3 01:00 2 02:00 2 03:00 2 04:00 5 05:00 8 06:00 50 07:00 69 08:00 t62 09:00 92 10:00 83 11:00 87 12:00 pm 101 0i:00 74 02:00 74 03:00 119 04:00 100 05:00 I22 06:00 72 07:00 70 08:00 33 09:00 30 10:00 14 11:00 16 Day Totals 1390 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 0- 16 21 15 20 25 26 31 36 41 30 35 40 45 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 1 0 0 0 0 ' 0 1 0 1 1 1 0 3 5 0 8 6 23 15 4 4 18 46 27 6 7 34 35 27 7 6 14 32 11 3 7 27 21 8 0 9 22 29 17 5 46 51 56 5O 55 60 0 0 1 0 0 0 2 3 0 0 0 0 61 66 65 70 5 17 30 18 6 2 1 16 30 12 7 0 10 13 28 18 2 2 6 14 34 26 4 0 7 16 38 30 6 0 2 28 46 35 9 1 3 14 16 19 3 0 1 9 26 12 5 1 0 3 8 19 4 0 0 6 1 7 2 0 0 1 6 6 9 0 0 1 2 5 1 0 O 15 79 260 454 319 86 12 0 0 1 2 0 0 2 0 0 0 2 0 1 1 0 0 2 1 2 0 2 2 4 0 10 15 16 5 14 26 21 6 42 65 38 9 12 41 23 10 14 22 31 3 13 39 19 8 1 5 26 40 25 4 0 1 5 13 23 26 5 0 2 5 12 33 18 4 0 1 7 17 45 34 14 1 0 5 15 31 33 16 0 0 3 14 37 57 9 2 1 5 10 17 30 8 1 0 5 10 23 20 10 1 0 2 4 7 15 5 0 0 0 5 7 13 4 1 0 0 1 5 5 2 1 0 0 0 8 5 0 2 10 68 237 488 440 124 11 Site Code : 152670 Start Date: 01/22/200i File I.D. : TETESOPN Pag~ ; 2 71 76 75 9~ .0 0 0 0 CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin tnt. 0- 16 21 Time Total 15 20 5 12:00 01/22 2 01:00 2 02:00 1 03:00 04:00 1 05:00 4 06:00 46 07:00 0I 00:00 i00 09:00 100 10:00 72 11:00 96 COUNTS UNLIMITED, INC. 909.247.6716 12:00 pm 91 01:00 102 02:00 05 03:00 126 04:00 93 05:00 110 06:00 91 07:00 55 08:00 31 09:00 23 10:00 8 11:00 6 Day Totals 1329 12:00 01/23 3 01:00 5 02:00 2 03:00 3 04:00 2 05:00 11 06:00 60 07:00 94 08:00 118 09:00 82 10:00 76 11:00 102 26 31 36 30 38 40 0 1 0 0 0 2 0 1 0 1 0 1 0 1 0 1 0 2 8 18 16 20 36 14 16 47 32 25 32 30 19 27 20 14 33 34 NORTHBOUND 41 46 51 56 45 5o ~ 60 1 o o 1 o 1 3 4 3 5 4 8 t2:oo pm 92 01:00 98 02:00 83 03:00 117 04:00 134 05:00 1tl 06:00 74 07:00 62 0S:00 36 09:00 22 I0:00 I0 11;00 6 Day Totals 1403 4 19 29 24 12 1 11 21 46 22 2 0 5 10 28 30 12 0 4 19 43 40 18 0 5 15 27 36 8 2 3 22 38 44 3 0 0 11 35 33 11 1 2 6 21 19 4 3 0 5 8 9 9 0 1 I 8 4 8 1 0 t 2 4 1 0 1 0 2 2 1 0 54 234 483 418 119 13 0 0 0 1 1 1 0 0 0 0 2 1 1 0 0 0 1 0 1 0 0 0 1 0 0 1 0 1 0 0 0 1 0 1 0 1 0 3 4 2 0 1 0 2 13 23 20 2 0 1 5 14 37 29 7 0 1 5 21 55 25 9 1 4 9 44 22 0 0 0 5 17 27 20 7 0 0 3 13 81 28 3 6 29 30 20 5 0 5 20 41 24 8 0 5 21 31 20 4 2 8 16 43 33 13 1 5 19 49 49 I1 1 17 31 45 16 1 2 II 24 30 6 1 0 11 18 24 9 0 4 3 13 12 3 1 0 0 7 6 9 0 0 0 3 5 1 1 61 238 536 423 116 12 61 66 71 76 68 70 75 ~9 0 0 0 0 0 0 0 0 0 0 0 0 Site Code : 152670 Start Date: 81/22/2001 File I.D. : TETESOEN : 1 CITY OF TENECULA TEMEKU DRIYE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- Time Total 12:00 01/26 5 01:00 1 02:00 2 03:00 2 04:00 2 05:00 10 06:00 44 07:00 66 08:00 85 09:00 80 10:00 56 11:00 78 16 21 20 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 4 3 9 0 3 1 5 COUNTS UNLIMITRD, INC. 909.247.6716 NORTHBOUND 26 31 36 41 46 30 3~ 40 45 0 3 2 0 0 0 1 0 1 1 0 0 0 0 1 1 1 1 0 0 4 i 3 1 5 15 17 4 15 28 16 3 18 32 27 4 13 32 16 6 13 19 19 1 26 31 12 3 51 56 61 66 55 60 65 70 12:00 pm 65 01:00 63 02:00 58 03:00 92 04:00 90 05:00 96 06:00 66 07:00 41 08:00 36 09:00 31 10:00 15 I1:00 I~ Day Totals 1000 12:00 01/27 5 01:00 4 02:00 6 03:00 4 04:00 1 05:00 7 06:00 38 07:00 30 08:00 38 09:00 62 lO:00 75 11:00 128 1 1 0 0 0 0 1 0 0 0 1 0 17 24 18 2 I2 24 18 4 5 24 18 6 17 37 30 5 17 34 26 11 14 37 29 10 14 20 22 5 7 17 15 1 6 10 17 2 3 12 10 5 1 6 3 2 1 4 6 2 50 210 1 1 412 327 78 2 2 0 0 2 1 3 1 1 1 1 1 1 1 0 0 0 2 2 3 0 7 20 7 4 6 13 7 2 I5 14 8 2 17 21 19 4 17 27 21 7 25 47 42 8 0 0 0 0 0 0 0 0 0 0 0 0 12:00 pm 126 01:00 92 02:00 105 03:00 90 04:00 86 05:00 68 06:00 58 07:00 t15 08:00 132 09:00 43 10:00 37 11:00 68 Day Totals 1419 2 13 28 0 2 18 1 4 lB 2 1 10 0 1 18 0 4 13 0 6 13 0 15 40 0 13 42 1 6 13 0 4 8 0 2 35 7 81 351 44 37 2 0 0 32 31 9 0 0 33 37 11 1 0 34 39 4 0 0 33 26 8 0 0 24 21 4 1 1 22 17 0 0 0 40 16 3 1 0 57 19 1 0 0 t4 4 5 0 0 7 11 5 1 0 21 7 2 1 0 Site Code : 152670 Start Date: 01/22/2001 File I.D. : TNTESOPN Page : 3 71 76 75 9999 0 0 0 0 0 0 0 0 .0 0 0 511 378 84 6 1 * CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909.247.6716 NORTNBOUND Site Code: 152670 Start Date: 01/22~2001 File I.D. : TETESQRW P~g~ : .4 Begin Int. 0- t6 Time Total 15 20 12:00 01/28 34 0 0I:00 5 0 02:00 2 03:00 3 04:00 4 05:00 3 06:00 16 07:00 41 08:00 74 09:00 55 10:00 79 I1:00 94 21 26 31 36 25 30 35 40 ? 11 1t 1 1 3 0 0 1 1 0 2 1 0 1 0 2 1 0 0 0 3 0 4 4 3 0 6 20 10 0 10 26 28 2 11 21 15 0 22 31 13 0 16 32 28 t2:00 pm 118 01:00 171 02:00 119 03:00 89 04:00 70 05:00 53 06:00 62 07:00 36 08:00 27 09:00 16 10:00 7 11;00 8 Day Totals 1186 41 2 0 0 0 0 0 3 4 8 5 7 9 0 7 27 51 26 5 3 16 47 61 39 4 2 15 36 38 20 8 0 5 25 38 t7 4 0 8 12 27 14 6 0 2 8 17 23 3 1 1 11 19 28 2 0 2 5 12 16 1 0 3 2 10 10 2 1 0 2 4 7 2 1 0 0 3 3 0 0 0 0 1 4 3 11 79 254 43t 323 78 46 51 56 61 66 71 76 50 55 60 65 70 75 9999 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Orand Total 9057 36 60 472 1784 3315 2628 685 Speed Statistics. 15th Percentile Speed : 27 MPH Median Speed {50th percentile): 33 MPN Average Speed - All Vehicles : 34 MPH 85th Percentile Speed : 38 MPH 95th Percentile Speed : 42 MPH 10 MPH Pace Speed : 31-40 MPN Number of Vehicles in Pace : 5943 Percent of Vehicles in Pace: 65.63% Number of Vehicles > 55 MPH : 4 Percent of Vehicles > 55 MPH: .04% 67 6 2 0 0 0 2 CITY OF TEMECULA TRMEKU DRIVE S/0 PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909.247.6716 SOUTHBOUND Site Code: 152670 Start Date: 01/22/2001 File I.D. : TETESOPW Page : 1 Begin Time 12:00 01/22 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 i1;00 Day Totals 12:00 01/23 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Day Totals Int. 0- 16 Total 15 20 3 1 0 4 10 25 31 74 82 82 94 9O 90 1 76 0 89 1 108 1 79 2 88 1 56 0 29 0 35 0 6 0 8 0 2 1162 14 i 0 1 2 8 26 43 79 7O 79 77 90 86 3 88 1 123 3 132 0 108 1 112 0 63 1 4O 0 23 2 12 0 4 0 1 0 1268 16 21 26 31 36 41 46 25 30 35 40 45 50 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 2 1 0 0 1 0 1 3 2 2 1 1 7 14 2 0 5 6 12 7 5 10 30 19 7 2 6 30 33 9 5 16 31 24 5 5 7 34 39 9 7 12 40 22 6 4 10 34 34 5 1 5 13 29 26 2 0 3 12 29 34 8 1 5 26 29 37 7 3 1 11 36 25 4 0 4 12 31 30 9 1 2 5 18 23 8 0 4 4 9 9 3 0 1 2 12 15 4 1 2 2 0 1 1 0 0 0 1 4 2 0 0 0 Q 2 0 0 59 156 411 406 101 10 0 0 0 0 2 3 18 23 16 20 7 27 14 31 15 33 0 0 0 0 0 0 2 3 2 14 7 13 3 34 12 22 6 26 6 22 4 29 8 2 19 29 27 5 0 4 21 29 26 6 0 4 22 55 28 10 0 4 26 47 43 10 2 5 18 41 35 7 1 3 14 48 36 7 4 2 6 24 23 6 1 0 1 13 20 5 1 1 1 6 10 3 0 0 2 1 7 2 0 0 0 0 2 1 1 o 0 0 o 1 Q 51 194 450 420 114 I5 51 56 55 61 66 7I 76 65 70 75 9999 0 0 0 0 0 0 -0 CITY OF TEMECULA TEMEKU DRIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Iht, Time Total 12:00 01/24 2 01:00 1 02:00 1 03:00 2 04:00 7 05:00 19 06:00 41 07:00 71 00:00 97 09:00 79 10:00 103 11:00 104 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 ll:0Q Day Totals 12:00 01/25 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 pm 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 ll;QO Day Totals 0- 16 21 15 20 22 0 0 8O 1 86 0 6O 0 82 1 82 0 71 1 53 0 51 1 16 0 16 0 3 0 1130 t3 2 1 0 1 8 20 35 81 73 62 88 167 84 1 87 2 95 1 113 0 93 0 87 1 53 0 38 0 3O 1 39 6 0 2 0 1265 14 COUNTS UNLIMITED, INC. 909.247.6716 26 31 36 30 35 40 1 1 0 1 0 0 0 0 0 1 7 7 12 18 10 19 9 43 14 28 20 47 24 46 SOUTHBOUND 41 45 0 0 1 1 5 4 4 29 6 31 6 25 4 25 2 20 4 6 24 25 17 6 1 6 13 35 28 3 1 3 17 24 12 3 1 10 13 27 26 4 1 6 21 32 19 4 0 5 12 28 19 5 1 4 6 10 28 5 0 2 13 16 17 2 0 1 0 4 8 2 1 t 2 5 7 1 0 0 0 2 0 1 0 0 0 1 2 0 Q 76 203 412 341 73 9 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 2 2 0 0 5 3 8 4 0 2 5 13 9 4 0 1 13 26 26 11 2 5 8 19 31 8 1 5 11 23 14 7 0 4 20 31 22 6 1 7 52 71 31 5 0 4 8 32 32 7 0 7 13 33 25 6 0 6 22 30 30 3 3 2 22 46 32 10 1 4 12 34 33 9 1 7 9 30 31 8 t 4 1 20 21 6 1 4 4 15 11 4 0 0 6 16 5 1 0 2 6 I3 13 4 0 0 1 2 1 2 0 0 0 o 1 1 0 65 218 462 378 110 11 46 51 56 61 66 50 60 65 70 Site Code : 152670 Start Date: 01/22/2001 File I.D. : TETBSOPM Pane : 2 71 76 75 9999 o o CITY OF TEMECULA TEMENU DNIVE S/O PAR WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12100 01/26 3 OhO0 3 02:00 4 03:00 ] 04:00 6 05:00 22 06:00 23 07:00 69 OB:O0 90 09:00 73 10100 114 11100 70 12100 pm 0h00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10100 lz:Q0 Day Totals 12100 01/27 01100 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10100 11100 12100 pm 01100 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10100 11100 Day Totals 47 58 58 82 52 0- 16 21 15 20 25 0 0 0 1 0 1 1 0 11 7 7 7 6B 53 34 t2 20 976 64 1 1 2 4 E 13 19 60 53 107 88 95 1 4 94 1 6 92 2 2 87 0 6 100 0 5 80 0 2 49 0 5 57 2 5 80 0 3 20 0 1 26 0 0 42 0 5 1189 8 55 COUNTS UNLIMITED, INC. 909,247.6716 SOUTHBOUND 26 31 36 41 46 30 35 40 45 50 0 0 1 2 0 0 1 0 2 0 0 1 3 0 0 0 1 0 1 0 1 1 1 2 1 2 8 4 6 1 5 3 11 3 0 11 27 26 3 0 17 26 29 6 0 17 28 18 2 0 25 45 30 7 0 18 26 13 2 2 9 19 13 3 0 7 29 16 2 0 9 22 19 4 1 t4 22 25 14 0 8 19 18 2 0 7 32 20 7 1 5 16 21 5 2 7 9 13 3 1 0 5 3 4 0 2 9 7 1 0 1 0 1 1 0 0 ) 4 1 0 165 352 296 83 9 0 0 1 0 0 0 0 1 0 1 1 0 0 0 2 1 0 1 0 3 4 3 1 0 2 5 1 3 3 12 2 2 8 25 20 5 12 18 18 3 21 43 32 3 18 36 25 6 21 34 29 6 0 14 43 24 4 2 13 40 28 6 1 11 32 32 5 1 15 49 25 5 1 14 32 26 4 2 7 15 16 6 0 10 26 12 2 0 23 37 16 1 0 7 9 7 4 0 2 t3 8 2 11 18 $ 2 1 216 492 331 74 11 51 56 61 55 6~ 65 Site Code: 152670 Start Date: 01/22/2001 File I.D., : TETESORW Page : 66 71 76 0 0 0 O. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 CITY OF TEMECULA TEMEKU DRIVE S/O PAR way 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 Time Total ~! 20 12:00 01/28 158 01:00 4 02:00 3 03:00 1 04:00 2 05:00 3 06:00 15 07:00 37 08:00 22 09:00 59 10:00 77 11:00 76 12:00 pm 85 2 01:00 96 0 02:00 96 3 03:00 171 2 04:00 t16 0 05:00 08 0 06:00 42 1 07:00 15 0 08:00 28 1 09:00 t7 0 10:00 4 0 11:00 2 0 Day Totals 1227 15 21 COUNTS UNLIMITED, INC. 909.247.6716 SOUTHBOUND 26 31 36 41 41 72 32 6 0 3 1 0 1 0 1 t 0 0 0 1 1 0 0 0 1 0 1 1 2 7 3 1 5 9 15 6 4 5 6 3 7 i9 26 4 15 29 18 7 17 22 25 7 46 51 56 61 0 0 0 0 1 0 t 0 1 O, 0 0 4 20 32 18 9 0 0 7 17 48 19 4 0 0 6 28 37 18 3 0 0 15 53 77 23 1 0 0 6 28 48 33 2 1 0 7 17 41 25 7 0 1 2 5 13 13 8 0 0 1 1 2 7 3 1 0 1 4 14 6 2 0 0 t 2 4 8 1 1 0 0 0 0 3 1 0 0 0 0 0 I o o 0 73 266 482 302 78 6 1 Site Code : 152670 Start Date: 01/22/2001 File I.D. : TBTESOPN Page · 4 66 71 76 70 75 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 O. 0 0 0- 0 O. 0 0 0 0 0 0 Grand Total 8217 25 86 443 1418 3061 2474 Speed Statistics. 15th Percentile Speed : 27 MPH Median Speed (50th percentile): 33 MPH Average Speed - All Vehicles : 34 MPR 85th Percentile Speed : 38 MPN 95Ch Percentile Speed : 42 MPH 10 MPE Pace Speed : 31-40 MPH Number of Vehicles in Pace : 5535 Percent of Vehicles in Pace: 67.36% Number of Vehicles > 55 MPH : Percent of Vehicles > 55 MPH: .01% 633 71 5 1 0 0 0 0 Barbara N. Sac~ett CITY OF 'TEMECULA~ TEMEKU DRIVE / NORTH OF FLAG WAY Directional' Speed Survey 24 Hour/7 Day Count January. 2001 Counts Unlimited, Inc. 25424 Jadyn Avehue Moreno Valley, GA 92557 T 909 247 6716 F' 999 924 8604 E ctsunltd@~ol.com CITY OF TEMECULA THMEKU DRIVE / NORTH OF FLAG NAY V DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND Begin Int. Time Total 12:00 01/21 12 01:00 3 02:00 1 03:00 0 04:00 0 05:00 2 06:00 3 07:00 12 08:00 17 09:00 20 10:00 39 11:00 52 0- 16 21 I5 20 25 26 31 36 41 46 t0 35 40 45 5O t 2 4 4 1 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 1 0 1 2 6 2 1 0 7 8 1 0 I 9 5 2 I 6 11 17 3 1 7 18 17 4 3 12:00 pm 71 01:00 56 1 02:00 52 1 03:00 67 1 04:00 59 0 05:00 42 0 06:00 34 0 07:00 20 0 08:00 15 0 09:00 14 0 10:00 5 0 2 8 1 7 1 9 2 15 2 9 1 5 1 2 0 0 1 0 0 0 0 0 Day Totals 601 12:00 01/22 3 01:00 2 02:00 I 03:00 1 04:00 2 05:00 6 06:00 32 07:00 46 08:00 56 09:00 52 10:00 50 11:00 87 23 17 11 3 I8 17 1 18 14 t 21 15 3 24 13 3 9 I4 6 9 13 2 9 4 2 3 5 2 4 5 2 1 3 0 O 1 2 6 13 23 73 189 180 62 35 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 ! 4 I 2 2 2 0 2 1 0 6 0 0 3 1 1 5 1 0 1 0 2 0 I 0 0 0 0 0 1 1 0 1 1 0 8 14 1 16 13 9 28 15 2 18 2I 1 2O 18 0 14 28 2 12:00 pm 60 2 0 0 0t:00 73 1 0 3 02:00 59 0 0 3 03:00 84 2 1 4 04:00 54 I 0 1 05:00 77 1 2 0 06:00 47 2 I 0 07:00 32 1 0 0 08:00 22 0 1 0 09:00 14 0 0 0 10:00 6 0 0 0 11:00 4 0 0 0 Day Totals 040 16 12 15 3 18 27 10 0 9 21 32 6 1 3 13 26 8 2 4 19 26 17 7 10 8 18 5 3 0 25 26 11 8 1 9 19 8 5 3 6 9 9 3 0 2 10 6 I 1 0 5 6 1 0 0 1 3 2 0 0 2 2 0 50 229 314 112 49 51 56 61 66 $5 60 65 70 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 0 0 0 1 0 0 0 0 0 0 0 0 2 I 2 1 1 0 1 0 1 I 3 0 3 0 1 0 0 1 0 0 0 5 15 0 0 0 0 0 0 0 3 0 0 4 0 1 6 1 0 4 0 0 2 0 0 I 0 0 2 0 1 0 0 0 0 0 0 0 o 3 30 1 Site Code: 152669 Start Date: 01/21/2001 File I.D. : TETENOFL Page : l 71 76 0 0 0 0 0 0 0 0 0 0 0 0 CITY OR TEMECULA TEMEKU DRt~E / NORTN OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND Site Code: 152669 StartDate: 01/21/2001 File I.D. : TETENOFL Page : 2 Begin Int. Time Total 12:00 01/23 4 01:00 5 02:00 03:00 04:00 05:00 06:00 07:00 08:00 0g:00 10:00 t1:00 0- 16 21 26 15 20 25 30 0 0 0 0 1 0 1 2 0 0 3 0 0 5 0 40 2 44 I 62 3 52 1 51 2 56 1 31 36 41 46 51 56 35 40 45 50 55 60 1 1 2 0 0 0 0 2 1 1 0 0 0 0 0 1 0 0 0 1 0 2 1 0 0 2 1 0 1 1 0 8 10 9 6 2 0 4 10 18 6 2 1 7 14 21 3 5 0 8 19 14 2 1 0 5 15 t8 6 2 0 5 22 20 3 1 0 61 66 71 6~ 7o 7~ ~6 0 0 .0 0 0 0 0 0 0 0 0 12:00 pm 0h00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Day Totals 12:00 01/24 OhO0 02:00 03:00 04:00 05:00 06:00 07:00 08:00 08:00 10:00 11:00 53 1 0 59 1 3 42 0 0 74 1 1 85 1 1 57 1 0 53 0 0 42 2 0 26 0 0 12 0 0 8 0 0 6 0 0 18 11 7 3 23 21 7 2 17 9 4 2 20 25 6 5 30 20 14 7 11 17 10 4 12 17 14 4 11 18 7 1 6 13 4 3 1 4 5 1 0 2 4 1 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 843 18 12 30 75 242 262 116 49 2 2 1 1 1 6 29 66 63 40 55 46 0 0 2 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 2 0 7 11 6 1 0 4 19 19 17 4 4 I9 22 9 5 5 14 12 4 1 10 18 16 4 1 12 12 11 4 1 32 12:00 pm 50 OhO0 49 02:00 60 03:00 84 04:00 86 05:00 60 06:00 54 07:00 31 08:00 22 09:00 16 10:00 14 Day Totals 847 2 1 8 19 13 4 0 1 5 21 19 1 2 1 5 28 19 2 1 1 11 26 28 11 3 4 3 32 21 12 1 2 3 17 t9 12 1 0 8 5 27 10 0 0 0 7 11 11 0 0 0 4 13 5 0 0 1 1 9 4 0 0 0 3 3 6 o Q 1 3 ~ 1 260 278 121 12 14 25 88 1 0 0 1 0 1 1 0 0 1 0 3 5 1 4 4 0 2 3 0 0 1 1 0 . 0 0 0 0 t 0 1 1 0 ~ o 31 5 11 CITY OF TEMECULA TEMEKU DRIVE / NORTH OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND Begin tnt. Time Total 12:00 01/05 3 01:00 0 02:00 0 03:00 1 04:00 4 05:00 7 06:00 34 07:00 55 08:00 44 09:00 46 10:00 64 11:00 52 0- 16 15 20 21 26 31 36 41 25 30 35 40 4~ 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 I 0 1 0 3 3 1 6 14 8 4 1 8 15 21 3 0 3 16 10 6 2 7 15 12 6 2 6 26 20 4 I 5 20 17 5 46 5t 56 61 12:00 pm 49 01:00 45 02:00 68 03:00 70 04:00 72 05:00 83 06:00 63 07:00 31 08:00 31 09:00 2I 10:00 8 Day Totals 858 18 12:00 01/26 6 01:00 2 02:00 1 03:00 3 04:00 2 05:00 8 06:00 33 07:00 51 08:00 63 09:00 46 10:00 58 11:00 56 0 1 3 0 0 0 0 0 0 0 0 12 8 21 11 3 2 8 16 13 1 3 12 30 16 3 0 4 21 35 8 1 4 19 31 8 2 6 15 40 12 5 10 28 16 2 2 5 11 9 3 0 6 16 7 0 2 4 10 4 1 0 3 2 2 0 1 3 2 0 88 258 309 110 25 2 I t 2 0 0 0 1 1 0 0 0 1 0 0 0 0 2 1 0 0 0 1 1 0 1 3 3 1 0 4 10 10 6 1 9 12 23 5 0 4 18 28 ? 0 5 15 19 2 0 10 15 23 4 1 13 16 16 6 2 12:00 pm 59 1 0 3 01:00 53 1 0 0 02:00 71 0 0 3 03:00 76 0 0 3 04:00 83 0 0 I 05:00 68 1 1 2 06:00 46 0 0 0 07:00 35 0 0 0 08:00 38 1 t 2 09:00 23 0 0 0 10:00 16 0 0 0 1t:00 14 0 0 1 Day Totals 911 I0 8 21 6 24 20 4 1 3 22 22 4 1 3 35 21 7 2 7 27 32 5 2 12 25 34 4 3 6 10 22 17 8 0 12 16 14 3 0 9 14 9 3 I 14 I1 8 0 1 4 10 4 3 0 1 9 3 0 0 2 7 3 1 87 275 346 118 31 1 0 0 0 4 5 1 1 0 0 0 19 o 0 0 0 0 0 0 o 0 4 0 1 0 1 0 0 0 0 0 0 0 2 0 0 * 13 Site Code : 152669 Start Date: 01/2t/2001 File I.D. : TETENOFL Page : 3 66 71 76 rQ 75 ~'~ 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CITY OF TEMECULA TBMBKU DRIVE / NORTH OF FLAG NAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND Site Code: 152669 Start Date: .01~21~2001 File I.D. : TETENOFL Page : 4 Begin Int. 0- 16 21 26 Time Total 15 20 25 30 12:00 01/27 4 01:00 02:00 2 03:00 0 04:00 05:00 1 06:00 9 07:00 16 08:00 18 09:00 $I 10:00 41 11:00 70 12:00 pm 62 01:00 66 02:00 65 03:00 50 04:00 48 05:00 59 06:00 36 07:00 36 08:00 26 09:00 20 10:00 13 11:00 ~ Day Totals 702 31 1 1 0 0 0 0 2 9 5 18 11 27 40 0 2 0 1 1 4 4 7 20 15 24 0 2 6 17 27 6 2 1 4 14 21 18 4 1 0 2 10 22 23 6 1 0 0 4 15 23 5 2 2 1 7 18 15 4 1 2 5 4 15 24 2 4 0 0 1 7 17 7 2 0 0 1 6 20 5 1 0 0 2 7 14 3 0 0 0 1 4 9 6 0 0 0 t 2 3 6 0 ~ 0 1 2 2 6 20 78 209 275 76 18 Grand Total 5602 89 77 I51 547 1662 Soeed Statistics. 15th Percentile Speed : 29 MPH Median Speed (50th percentile): 36 MPH Average Speed - All Vehicles : 36 MPH 85th Percentile Speed : 42 MPH 95th Percentile Speed : 47 MPR 10 MPH Pace Speed : 31-40 MPH Number of Vehicles in Pace : 3626 Percent of Vehicles in Pace: 64,78% Number of Vehicles > 55 MPN : 136 Percent of Vehicles > 55 MPH: 2.43% 41 46 51 56 61 40 50 55 60 65 66 71 70 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 o 0 0 3 0 2 0 3 0 0 0 0 0 0 0 0 Q 10 * 76 1964 715 238 23 3 130 1 2 0 0 0 0 0 0 0 .0 0 .0 0 0 CITY OF TEMECULA TEMERU DRIVE / NORTN OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY COUNTS UNLIMITED, INC. 909-247-6716 SOUTRBOUND Begin Int. 0- 16 Time Total 15 20 12:00 01/21 4 01:00 1 02:00 1 03:00 1 04:00 6 05:00 9 06:00 15 07:00 31 08:00 32 09:00 49 10:00 50 11:00 63 12:00 pm 67 1 01:00 64 1 02:00 73 3 03:00 67 2 04:00 74 3 05:00 68 0 06:00 43 i 07:00 20 0 08:00 20 0 09:00 11 1 t0:00 6 0 11:00 ) 0 Day Totals 778 17 12:00 01/22 3 01:00 2 02:00 0 03:00 0 04:00 5 05:00 18 06:00 27 07:00 69 08:00 106 09:00 68 10:00 63 11:00 77 12:00 pm 60 2 01:00 54 1 02:00 75 1 03:00 111 1 04:00 95 5 05:00 82 1 06:00 54 3 07:00 24 0 08:00 14 0 09:00 8 1 10:00 3 0 11;00 1 0 Day Totals 1019 24 11 21 26 31 36 2~ 30 35 40 41 1 2 0 1 0 1 0 0 0 1 0 0 0 0 1 0 1 3 1 1 2 4 3 0 4 8 1 0 8 12 7 0 10 14 3 0 12 24 6 1 11 25 9 1 25 21 5 0 5 6 32 18 4 2 t3 22 16 5 3 13 22 21 7 2 9 25 23 4 2 7 25 31 4 1 3 25 25 8 0 2 13 16 11 0 1 8 5 5 0 0 6 8 4 0 1 2 4 2 0 0 0 5 1 0 1 1 0 1 17 77 255 287 92 0 1 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 2 1 1 4 11 1 0 7 13 5 6 22 25 9 5 38 38 12 5 20 32 6 5 17 26 7 2 ]1 22 12 3 1 19 24 4 3 4 16 26 3 1 2 20 42 5 5 7 36 38 13 2 2 30 37 8 1 3 25 39 7 0 1 14 22 11 0 0 5 13 5 1 2 4 5 2 0 2 1 1 2 0 0 0 2 1 0 0 0 1 0 25 48 313 421 115 46 51 56 61 66 50 55 6O 65 70 0 1 0 0 1 2 0 0 0 0 0 1 0 0 0 2 1 2 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 9 3 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 2 0 3 1 3 0 1 2 0 0 1 0 3 1 5 0 2 3 0 2 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 26 9 11 0 0 0 0 0 0 1 0 0 0 0 0-- 0 1 0 0 0 1 0 1 0 3 1 0 0 0 0 0 0 0 Site Code: 152669 Start Date: 01/21/2001 File I.D. : TETENOFL Page : 1 71 76 75 999~ 0 0 0 0 0 CITY OF TEMECULA TEMEKU DRIVE / NORTH OF FLAG NAY 7 DaY DIRECTIONAL SPEED SURVEY Begin Tim~ 12:00 01/23 0h00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Int. Total 0 0 1 1 0- 16 21 26 15 20 25 30 0 0 0 0 0 16 1 34 0 65 1 9O 2 74 2 82 1 68 COUNTS UNLIMITED, INC. 909-247-6716 SOUTHBOUND 31 36 41 46 51 56 35 40 45 50 $5 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 i 2 0 0 1 8 4 2 0 13 10 2 3 0 12 25 12 2 1 25 39 13 1 0 14 33 10 4 0 27 33 7 I 0 24 27 6 2 0 Site Code : 152669 Start Date: 01/2112001 File I.D. : TETEMOEi Page : 2 .71 76 75 0 0 0 0 0 0 0 0 0 0 0 0 61 66 70 12:00 pm 0h00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 ii:O~ Day Totals 12:00 01/24 01:00 02:00 03:00 04:00 05:00 06:00 07:00 00:00 09:00 10:00 11:00 67 4 75 1 83 3 77 2 9O 1 08 6 56 0 44 1 21 0 7 0 6 0 2 0 1052 30 22 31 i 0 0 2 6 21 25 86 94 54 48 00 2 26 23 5 1 8 23 32 7 1 6 27 28 12 1 0 26 28 10 1 2 28 39 7 2 I 29 35 10 2 1 17 27 6 3 0 1t 22 9 0 0 4 8 6 3 0 1 3 2 I 0 0 2 1 2 49 3i0 424 133 32 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 2 2 i 2 3 8 8 0 4 5 9 5 0 8 27 30 15 2 6 31 38 11 0 10 10 21 5 2 5 21 23 5 0 11 14 12 ? 3 0 1 0 1 1 1 0 1 0 0 0 0 * --0 12:00 pm 60 1 0 01:00 76 2 0 02:00 64 2 1 03:00 79 4 2 04:00 77 2 I 05:00 67 1 0 06:00 20 0 0 07:00 23 0 0 08:00 12 0 0 09:00 9 0 0 i0:00 6 0 0 li:OO o 0 0 Day Totals 885 21 6 23 7 29 12 4 2 0 8 23 31 12 0 0 10 20 19 6 2 0 5 19 34 10 0 0 9 19 33 6 2 t 8 25 26 5 2 0 2 6 9 4 2 1 0 5 12 5 1 0 2 0 8 2 0 0 1 0 6 2 0 0 0 1 2 2 0 1 0 o 0 0 0 o 98 259 326 118 I9 3 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3 CITY OF TEMECULA TEMEKU DRIVE / NORTN OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 01/25 t 01:00 0 02:00 0 03:00 0 04:00 6 05:00 18 06:00 33 07:00 76 08:00 81 00:00 58 10:00 63 11:00 73 O- 16 21 26 15 20 25 30 11 7 3 7 COUNTS UNLIMITED, INC. 909-247-6716 SOUTHBOUND 31 36 .41 46 35 40 45 50 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 2 4 5 7 2 13 10 2 0 22 30 11 1 27 26 8 4 12 22 8 1 22 25 6 0 21 27 10 2 12:00 pm 63 5 1 0 14 15 17 9 01:00 57 1 0 2 8 16 14 14 02:00 89 2 1 1 12 22 36 15 03:00 76 0 1 2 2 30 25 15 04:00 75 2 0 2 2 23 36 8 05:00 62 2 0 3 2 20 25 8 06:00 41 0 0 0 2 6 21 8 07:00 t7 0 1 0 1 5 7 3 08:00 21 0 0 1 0 9 6 5 09:00 9 0 0 0 1 3 3 1 10:00 10 0 0 0 t 1 5 1 ll;QQ 7 Q O ~ 1 2 1 0 23 6 23 86 274 342 142 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 4 3 4 8 4 4 10 12 2 4 16 31 16 8 34 34 6 11 23 22 6 11 19 27 5 S 23 20 10 Day Totals 936 12:00 01/26 3 01:00 0 02:00 0 03:00 0 04:00 8 05:00 19 06:00 20 07:00 71 08:00 91 09:00 65 10:00 69 11:00 66 12:00 pm 59 01:00 59 02:00 77 03:00 94 04:00 77 05:00 55 06:00 45 07:00 25 08:00 3t 09:00 21 10:00 13 1t;00 2 Day Totals 979 11 9 20 108 7 19 22 5 7 18 19 12 1I 23 31 9 14 27 34 11 7 24 26 10 3 11 24 12 3 14 21 5 2 9 10 3 2 6 15 5 3 4 9 4 0 4 5 2 o 0 1 1 29O 51 56 61 66 55 60 65 70 21 2 0 0 0 0 2 1 0 0 0 0 0 2 0 0 0 0 1 0 2 1 1 1 1 1 1 0 0 0 0 0' 1 1 0 1 0 1 0 0 0 1 0 0 0 0 0 0 o 373 133 15 7 3 6 Site Code: 152669 Start Date: .91/21/2001 File I.D. : TR~ENOFL P~g~ ; 3 71 76 75 9999 0 0 0 0 2 0 0 0 0 0 0 0 1 0 CITY OF TEMECULA TEMEEU DRIYE / NORTE OF FLAG NAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 Time Total 15 20 12:00 01/27 2 0 01:00 2 0 02:00 1 0 03:00 1 0 04:00 5 0 05:00 2 0 06:00 12 0 07:00 23 0 08:00 28 0 09:00 58 1 10:00 56 0 11:00 84 2 21 26 25 30 31 35 1 0 1 0 0 0 2 7 10 21 25 16 30 COUNTS UNLIMITED, INC. 909-247-6716 SOUTHBOUND 36 41 46 40 45 50 0 0 1 1 0 0 0 1 4 0 1 1 6 2 11 1 8 3 2O 6 17 5 28 5 12:00 pm 51 3 1 1 6 13 10 8 2 01:00 54 0 2 2 10 10 22 7 0 02:00 57 1 1 1 8 12 27 6 1 03:00 49 0 0 I 6 15 17 8 1 04:00 54 1 0 1 6 20 19 5 I 05:00 79 1 1 0 9 3I 25 8 2 06:00 37 1 0 1 3 16 13 2 0 07:00 28 0 0 0 2 10 6 9 0 08:00 13 0 0 0 1 2 7 3 0 09:00 21 0 0 0 2 7 7 3 2 10:00 7 0 0 0 1 3 3 0 0 Day Totals 731 10 9 11 93 238 261 85 11 Grand Total 6380 136 70 150 559 1939 2434 818 133 Speed Statistics. 15th Percentile Speed Median Speed (50th percentile Average Speed - All Vehicles 85th Percentile Speed 95th Percentile Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehiclea in Pace Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPE: 30 36 36 41 44 31-40 4373 68.62% 112 1.76% MPH MPH MPH MPE MPE MDH 51 56 61 66 55 60 65 70 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0 I 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 0 4 7 0 0 0 0 0 1 0 0 0 0 0 1 Site Code : 152669 Start Date: 01/21/2001 File I.D. : TETENOFL Page : 4 71 76 75 9999 0 0 0 0 0 0. 0 0 0 0 0 0 29 21 37 42 12 0 CITY OF TEMECULA TEMEEU DRIVE / NORTN OF FLAG waY 7 DAY DIRECTIONAL Begin Int. Time Total 12100 01/21 16 01100 4 02:00 2 03:00 I 04:00 6 05:00 1t 06:00 18 07:00 43 08:00 49 09:00 69 10100 89 11100 115 12100 pm 138 01100 120 02:00 125 03:00 134 04:00 133 05:00 110 06:00 77 07100 40 08:00 35 09:00 25 t0100 11 11100 ~ Day Totals 1379 12100 01/22 6 01100 4 02:00 1 03:00 1 04:00 7 05:00 24 06:00 59 07:00 115 08:00 162 09:00 120 I0100 113 11100 I]4 12100 pm 120 01100 127 02:00 134 03:00 i95 04:00 t49 05:00 159 06:00 101 07:00 56 08:00 36 09:00 22 10100 9 11;00 5 Day Totals 1859 COUNTS UNblMITED, INC. 909-247-6716 SPEED SURVEY 0- 16 21 26 15 20 25 30 1 0 I 0 0 1 2 5 3 6 7 13 NORTHBOUND, SOUTHBOUND 31 36 41 46 35 40 45 50 3 6 4 2 0 t 1 1 0 1 0 0 0 0 1 0 1 3 1 1 3 4 3 0 4 10 2 0 10 18 9 1 17 22 4 0 21 29 8 2 22 42 12 2 43 38 9 3 2 2 9 14 55 35 15 3 0 2 3 8 20 40 33 7 1 1 4 2 0 22 40 35 8 1 1 3 3 5 24 46 38 10 3 0 3 3 5 i6 49 44 8 3 0 0 2 1 8 34 39 11 8 1 1 1 0 4 22 29 15 2 0 0 0 0 1 17 9 9 3 0 0 1 0 0 9 13 8 4 0 1 0 0 1 6 9 4 2 2 0 0 0 0 1 8 2 0 0 O 0 O ! 1 1 ) 2 ~ 23 20 40 150 444 467 154 44 6 1 1 2 1 0 1 0 0 0 1 2 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 2 3 1 1 0 0 2 5 12 4 1 0 I 4 15 27 7 1 1 3 8 38 38 9 9 2 5 7 67 53 16 3 1 1 11 38 53 8 3 0 1 8 37 44 13 3 1 1 7 45 51 16 9 1 4 2 3 4 37 51 14 1 1 2 0 6 13 37 58 9 1 0 1 0 4 5 33 68 13 3 0 3 6 9 11 55 64 30 10 0 6 1 3 12 38 55 13 8 1 2 3 1 3 50 65 18 10 0 5 1 0 2 23 41 19 7 0 1 0 0 3 11 22 14 3 0 0 1 1 2 6 15 8 1 0 1 0 0 3 1 6 8 2 0 0 0 0 0 3 4 2 0 40 23 40 106 542 735 227 75 10 51 56 61 55 60 6~ Site Code : 152669 Start Date:,Ol~21/2001 File I.D. : TETENOFL Pa~e : l 66 7t 76 70 7~ ~ 3 0 0 3 2 0 1 0 1 I 1 0 1 0 1 4 2 0 3 0 0 1 0 0 0 0 0 0 0 0 0 0 0 18 6 3 2 0 3 5 7 3 1 2 0 0 39 1 0 1 1 4 0 0 I 0 0 0 0 12 CITY 0F TEMECULA TEMEEU DRIVE / NORTN OF FLAG waY 7 DaY DIRECTIONAL SPEED SURVEY Begin Int. Time Total 12:00 01/23 4 01:00 5 02:00 2 03:00 3 04:00 8 05:00 2t 06:00 74 07:00 109 08:00 152 09:00 126 10:00 133 11:00 124 12:00 pm 120 01:00 134 02:00 i25 03:00 151 04:00 175 05:00 145 06:00 109 07:00 86 08:00 47 09:00 19 10:00 15 lhO0 0 Day Totals 1895 12:00 01/24 3 01:00 2 02:00 1 03:00 3 04:00 7 05:00 27 06:00 54 07:00 152 08:00 157 09:00 94 10:00 103 11:00 96 12:00 pm 110 OhO0 i25 02:00 124 03:00 · 163 04:00 163 05:00 127 06:00 79 07:00 54 08:00 34 09:00 25 10:00 20 lh00 ~ Day Totals 1732 16 2O 0 0 0 0 0 1 2 2 3 4 2 1 48 34 21 25 26 3t 30 35 0 1 0 0 1 0 0 1 0 2 2 2 14 23 12 22 10 39 10 33 11 42 0 46 COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND, SOUTHBOUND 36 41 46 51 56 40 45 50 55 60- 1 2 0 0 0 0 2 1 1 1 0 0 0 1 0 1 0 I 3 3 0 0 8 5 3 0 19 8 5 0 43 18 4 2 60 16 6 0 47 12 5 0 51 13 3 0 47 9 3 0 0 10 10 44 34 12 4 0 3 2 I0 46 53 14 3 0 1 7 9 44 37 16 3 0 4 8 8 46 53 16 6 1 5 7 6 58 59 21 9 2 4 3 6 40 52 20 6 0 1 0 3 29 44 20 7 0 0 0 2 22 40 16 1 0 0 0 0 10 21 10 6 0 0 0 0 2 7 7 2 0 1 0 0 0 4 5 3 1 0 0 1 0 3 3 1 0 61 124 552 686 249 81 9 0 0 3 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 2 1 0 1 3 2 1 3 4 10 10 0 11 16 15 6 0 12 46 49 32 6 10 50 60 20 5 15 24 33 9 3 15 39 29 9 1 23 26 23 11 4 3 2 5 15 48 2 0 1 13 44 4 3 3 15 48 5 3 3 16 45 3 4 5 12 51 1 I 2 11 42 0 1 0 10 11 0 0 0 0 12 0 0 0 2 4 0 0 0 2 1 0 0 0 0 4 0 0 o z ~ 33 20 48 186 519 25 8 3 1 50 13 1 0 38 8 3 0 62 2t t 1 54 18 7 0 45 17 6 0 36 14 5 1 23 16 2 0 21 7 0 0 15 6 0 0 5 8 1 0 3 1 0 1 604 239 50 4 Page 61 66 71 76 0 ~0 0 0 0 0 0 0 0 0 0 0 0 .0 39 8 Site Code : 152669 Start Date: 01/21/200i File I.D. : TETENOFL : 2 17 CITY OF TEMECULA TEMEKU DRIVE / NORTH OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- 16 21 Time Total 15 20 25 12:00 01/25 4 01:00 0 02:00 0 03:00 1 04:00 10 05:00 25 06:00 67 07:00 131 08:00 125 09:00 104 10:00 127 11:00 125 COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND, SOUTEBOUND 26 31 36 4t 46 30 35 40 45 90 1 0 0 - 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 3 3 2 1 4 8 10 2 11 27 18 6 1 15 37 51 14 2 14 43 36 14 6 14 27 34 14 1 9 48 45 10 1 12 41 44 15 3 51 56 55 60 Site Code: 152669 Start Date: O1/21~2001 File I.D. : TETEiqOFL Page : 3 6t 66 71 76 65 70 75 999~ 12:00 pm 112 6 01:00 102 3 02:00 157 5 03:00 146 0 04:00 147 4 05:00 t45 2 06:00 104 0 07:00 48 0 08:00 52 0 09:00 30 0 10:00 18 0 t1:00 14 0 Day Totals 1794 41 12:00 01/26 9 01:00 2 02:00 1 03:00 3 04:00 10 05:00 27 06:00 62 07:00 122 08:00 154 09:00 111 10:00 127 11:00- 122 1 22 I 16 4 24 1 0 0 0 1 0 0 0 18 40 13 t2 16 21 21 36 28 12 2 32 27 15 3 52 52 18 0 51 60 23 2 42 67 16 2 35 65 20 6 16 49 24 4 10 18 12 3 15 22 12 0 7 13 5 2 4 7 3 2 3 4 2 2 532 651 252 46 1 1 3 0 1 1 0 1 0 0 2 1 2 3 5 7 11 5 20 22 8 28 54 21 52 62 13 38 41 8 34 50 9 89 36 16 0 2 1 0 0 0 0 0 0 4 1 5 0 3 0 1 1 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 0 0 0 0 0 1 6 * 12:00 pm 118 2 1 4 13 43 42 9 3 0 0 0 01:00 112 1 0 0 10 40 41 16 1 2 1 0 02:00 148 1 0 5 14 58 52 16 2 0 0 0 03:00 170 2 0 6 21 54 66 16 4 0 0 0 04:00 160 4 1 2 19 49 60 14 3 1 0 6 05:00 123 t t 3 9 21 46 29 9 1 1 2 06:00 91 0 0 0 3 26 37 19 4 1 0 1 07:00 60 0 0 0 2 18 24 12 3 0 0 1 08:00 69 1 2 2 3 20 26 13 i 0 1 0 09:00 44 0 0 0 4 8 19 8 4 1 0 0 10:00 29 1 0 0 0 5 14 5 1 1 0 2 11:00 16 0 0 1 0 2 8 4 1 0 0 0 Day Totals 1890 2I 17 41 195 565 719 251 46 9 3 19 CITY OF TEMECULA TEMEKU DRIVE / NORTH OF FLAG WAY 7 DAY DIRECTIONAL SPEED SURVEY Begin Int. 0- Time Total 15 12:00 01/27 6 01:00 5 02:00 3 03:00 1 04:00 6 05:00 3 06:00 21 07:00 39 08:00 46 09:00 109 10:00 97 11:00 154 16 21 26 11 13 25 31 2 1 1 0 0 0 4 16 15 39 36 57 COUNTS UNLIMITED, INC. 909-247-6716 NORTHBOUND, SOUTHBOUND 36 41 46 40 4~ 50 0 3 3 1 2 0 0 1 5 0 2 1 10 3 15 2 15 5 40 10 32 7 52 12 51 0 0 0 0 1 0 0 0 0 0 2 0 12:00 pm 113 5 1 3 12 30 43 14 4 0 01:00 t20 3 3 6 24 3t 40 11 1 0 02:00 122 2 1 3 18 34 50 12 2 0 03:00 99 0 0 1 10 30 40 13 3 0 04:00 102 1 2 2 13 38 34 9 2 0 05:00 138 1 3 5 I3 46 49 I0 6 t 06:00 73 1 0 1 4 23 30 9 2 0 07:00 64 0 0 0 3 16 26 14 1 1 08:00 39 0 0 0 3 9 21 6 0 0 09:00 41 0 0 0 3 ii 16 9 2 0 10:00 20 0 0 0 2 5 6 6 1 0 11:00 12 0 1 0 0 ) 5 3 0 0 Day Totals 1433 19 15 31 171 447 536 161 29 5 56 61 66 60 6S 70 Site Code : 152660 Start Date: 01/21/2001 File I.D. : TETENOFL Page :.4 71 76 0 0 0 0 0 0 0 .0 D 1 0 0 O 0 i 0 0 0 0 0 0 1 I 0 0 0 .t 0 0 3 0 i 0 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 Q o 0 Q 11 7 1 * Grand Total 11982 225 147 301 1106 360i 4398 1533 371 52 24 I67 43 14 0 Sneed Statistics. 15th Percentile Speed : 30 MPR Median Speed (50th percentile): 36 MPH Average Speed - All Vehicles : 36 MPH 85th Percentile Speed : 41 MPH 05th Percentile Speed : 46 MPH I0 MPH Pace Speed : 31-40 MPH Number of Vehicles in Pace : 7999 Percent of Vehicles in Pace: 66.83% Number of Vehicles > 55 MPN : 248 Percent of Vehicles > 55 MPH: 2.07% Barbara FI. Sackett Counts Unlimited, Inc. 254~4 ~aclyn Avenue ~ Moreno Valley, CA 92557 T 909 2476716 F c~09,9:24 8604 E ctsunltd~aol.com CITY OF TEMECULA TEMEKU DRIVE / SOUTH OF LA SERENA WAY Directional VolUme Count 24 Hour/7 Day Count ' January 2001 CITY OF TE~ECULA TEMEKU DRIVE S/O LA SERENA HAY 7 DAY DIRECTIONAL ¥OLUME COUNT COUNTS UNLIMITED, INC. 909.247.6716 NORTH/SOUTH Begin Mon. 01/22 Tues. Wed. Thur. Fri. Time NBND SBND NBND SBND NBND SBND NBND SBND NBND SBND Sat. Sun. NBND SBND NBND 12:00 am 2 2 4 2 1 3 2 1 5 01:00 1 0 0 0 0 Z 0 4 0 02:00 0 0 0 0 0 0 0 0 1 08:00 1 1 3 1 1 1 1 1 1 04:00 4 I 2 2 5 2 5 1 4 05:00 7 3 7 1 9 4 11 7 9 06:00 21 15 31 21 t5 57 38 17 30 07:00 57 56 51 48 58 45 53 41 44 08:00 73 54 71 72 75 65 73 54 70 09:00 34 34 ' 31 28 48 37 50 31 45 10:00 47 36 40 19 48 35 43 26 49 11:00 48 33 33 38 47 32 44 39 48 3 1 3 9 0 0 0 1 0 3 3 0 4 1 2 0 1 2 2 2 2 2 1 1 11 3 6 8 42 13 4 6 56 25 7 11 35 34 17 21 36 34 28 43 31 51 41 45 12:00 pm 41 37 54 43 36 30 43 49 32 26 67 40 01:00 65 41 46 46 40 33 44 40 47 37 49 34 02:00 49 58 51 50 52 59 49 60 41 37 42 31 03:00 65 78 71 32 72 55 75 56 85 72 39 54 04:00 56 55 33 77 30 44 57 47 50 46 63 46 05:00 54 52 48 70 44 58 54 39 48 50 4t 37 06:00 34 43 30 43 28 38 30 43 35 48 35 31 07:00 21 22 31 23 32 22 14 39 27 36 19 31 08:00 14 t6 15 25 14 14 24 21 16 16 16 18 09:00 7 7 5 18 10 13 15 18 12 18 15 19 10:00 9 5 5 7 13 12 10 6 12 9 19 18 11:00 3 2 4 5 S 6 9 2 10 5 10 3 Totals 713 651 666 671 683 866 744 642 721 621 584 476 1364 1337 1349 1386 1342 1060 Site Code: 152655 Start Date: 01/22/2001 File I.D. : TETESOLS Page ; t Week Avg. SBND NBND SBND 1 3 2 1 0 1 0 1 0 1 1 2 2 3 2 o 7 3 2 20 18 10 40 .35 11 57 46 15 38 28 31 43 30 33 45 35 49 45 46 39 41 31 47 37 29 44 45 48 36 34 63 54 27 16 45 47 26 35 45 49 17 23 30 38 31 21 25 .28 19 17 17 18 12 18 11 16 5 4 10 9 3 3 6 4 437 398 648 589 835 1237 Avg. Day AM Peaks 08:00 07:00 08:00 08:00 08:00 08:00 08:00 08:00 Volume 73 56 71 72 75 65 73 54 PM Peaks 01:00 03:00 03:00 04:00 03:00 02:00 03:00 02:00 Volume 65 78 71 77 72 59 75 60 I10.0% 110.5% 102.7% 113.9% 105.4% 113.0% 114,8% 109.0% 111.2% 105.4% 90.1% 80.8% 08:00 08:00 t1:00 11:00 70 56 51 41 03:00 03:00 12:00 03:00 85 72 67 54 67.4% 67.5% 11:00 11:00 08:00 08:00 45 33 57 46 12:00 12:00 03:00 03:00 49 45 63 54 ADTs EXHIBIT "C" VEHICULAR SPEED AND VOLUME DATA APRIL 2001 TBS DItlVS S/O ILANC~O CILIt*Olllrlt ltO~ ? DaY DIRBCTIONAL VOL~0 CO011~ Be~in #on. 0~/0~ Thee, led, 12:00 as 2 ] 4 9 2 01:00 0 1 3 2 0 02:00 0 1 1 3 03:00 5 2 3 3 04:00 5 4 2 4 1 05:00 23 $ 24 6 21 06:00 32 40 37 54 39 00:00 107 09:00 65 ?2 92 10:00 07 05 52 54 68 1~:00 7~ 90 12:00 I)B 90 108 01:00 00 09 75 38 90 02:00 03:00 7] 138 118 115 00 08:00 63 151 ~1 100 93 05:00 63 116 66 77 01 00:00 35 02 0?:00 25 06 00 55 49 08:00 17 41 27 42 10 00:00 8 2? 36 24 13 10:oo 11:00 1 4 1 5 5 Totals 90? ~311 1096 1000 1067 2300 2102 ~v9. Day 95.81 113.2% 105,3% 00,0% 102.6% AN ~eaks 00:00 11:00 00:00 00:00 00:00 Volnae 107 86 02 68 PKeeakl 12:00 04:00 03:00 03:00 04:00 Yoluue 90 181 11¢ 115 03 J~Ts Counts Unliuited, Inc. 909,247.0710 Si~e Code: 158105 Start Date: 04/09/2001 ~ile Th~. fei, Sat, 0un. #eek 2 2 5 1 5 3 10 6 2 O 1 1 2 3 9 6 6 2 3 1 Q 2 1 1 1 4 ] 2 ~ 2 0 1 2 ~ 3 0 4 0 5 2 3 5 0 4 ? 5 4 4 3 1 8 22 2 12 5 S 9 8 53 34 00 31 61 8 42 15 18 28 65 59 51 52 69 46 31 32 40 19 53 66 09 70 99 100 123 138 09 82 84 83 86 69 ?? 85 91 Ill ~0 70 00 83 03 69 65 72 ?5 08 70 102 77 201 76 09 50 ?3 6? 08 05 96 50 52 72 74 121 100 106 100 99 84 84 75 51 09 101 103 76 9? 88 119 ~4 5~ 07 55 ?~ 97 03 61 103 02 86 71 8! 54 10 05 85 57 56 79 70 60 50 46 85 52 49 00 38 41 43 22 36 30 80 10 42 20 40 34 25 34 13 37 19 34 O 24 10 31 20 0 17 10 20 ~ 17 ? 1~ 9 38 e 4 11 13 21 5 18 2 9 8 11 1172 10031190 11871313 11261253 ?95859 t040ll~B 2230 2193 2500 237~ 1654 2190 101,21 96.6% 102.7% 114.1% 113.3% 105,2% 108.20 70.41 74.11 00:00 00:00 00:00 10:00 lO:Q0 11:00 ll:QO 11:00 ll:O0 11:00 ll:O0 ?0 ?3 ?3 101 109 123 138 60 02 84 63 03:00 03:00 03:00 03:00 08:00 12:00 01:00 01:00 01:00 03:00 03:00 12~ 100 200 100 1~9 113 102 Counts Unlimited, Inc. TBNNIU DIIV! N/O Pl~ WAY 7 DAY DIaSCT]0NI~ ¥OLUMN COUNT 12:00 am 01:00 02:00 03:00 04:00 05:00 00:00 07:00 08:00 09:00 10:00 ll:Q0 009.247.6714 DORTH/§OUTD Hon. 04/02 ~es. Bed. Tkur. Fni. riND 8BND mid sam NaSD SaND NBND SaND NAHD Sat. 8un. SaND MBND SBND NBND I 4 1 2 4 2 4 3 22 5 31 17 l0 38 42 25 12:00 p! 01:00 02:00 03:00 04:00 05:00 06:00 07:00 00:00 09:00 10:00 ll:O0 Totals 0 0 0 0 0 Site Code: 158183 Stazt Date: 04/02/2001 Paoe : 1 Oeek Avg. )Bled NBIID SaffD 10 8 ? ) 4 2 1 ! 1 1 2 2 9 6 lO 6 20 12 28 30 33 35 41 55 ~0 51 e2 90 . 72 7~ 77 83 59 99 159 63 109 41 44 56 ~0 67 52 02 35 20 5! 146 43 07 30 30 26 0 20 20 21 12 lO 4 14 8 104992} 11651107 11071014 1970 22Y2 2123 Ay9. Day AH Seeks Volume ~ ~eaks Volume ,0! .0t .0i .0! .0% .0% .0% .0% .01 94.7% 91,41 105.22 108.91 10:00 11:00 ll:O0 ll:O0 ll:O0 11:00 87 74 90 87 77 80 02:00 0t:00 06:00 08:00 08:00 08:00 109 90 159 146 109 87 Begin #on. 04/09 Tues. 01:80 0 0 1 0 02:00 1 0 4 2 03:00 I 4 5 3 04:00 09:00 9 24 9 27 0~:00 SO O?:OQ 08:00 92 09:00 10:00 72 ll:O0 84 94 89 85 Counts Onliaited, Inc. 909.247.t?16 NORTH/SOUTH #ed. TA~z. Pzi. NBHD SaND NBND S;ND NBRD SRND 3 1 6 2 3 2 I 1 1 2 2 1 1 1 2 0 1 1 1 1 2 3 4 1 ? 20 S 19 9 tl 40 03 41 69 37 45 tO 67 59 75 70 96 83 78 84 127 113 82 80 90 91 120 12:00 pu 80 84 85 01:00 02:00 ?5 70 104 142 03:00 87 75 99 119 04:00 96 62 116 64 05:00 93 62 128 77 06:00 81 47 114 102 07:00 53 65 50 31 08:00 34 19 43 38 09:00 10:00 20 11:00 Totala 1205 108] 1319 1202 22U 2521 101 103 103 90 109 102 86 95 90 79 108 log 9~ 99 110 82 105 SO 107 83 82 tot 115 307 111 114 95 91 109 96 96 80 111 ?6 95 102 Sl 72 101 94 84 39 25 53 18 42 19 9 5 9 3 19 14 13261178 13St1212 14751320 2504 2598 2795 &v~. Day Al Peak; Volute Pff Peaks Volute 89.98 90.3k 08:00 10:00 92 208 04:00 12:00 9~ 84 98.11 1003! 98.98 98,3t 103.i! 101.11 110.01 ll0.ll ll:OO lh00 10:00 I0:08 ii:G0 11:00 10:0O 10:00 89 15 98 83 90 91 12~ 113 OS:lO 02:00 04:00 0¢:00 05:00 03:00 03:00 O3:OQ 126 142 Ill 114 111 lot 115 107 A~TB Sat. Sua. .0! .0% .0t Site Code: 158183 Start Date: U/02/200! gile I.D. : TBTBNNPA P&qe : 2 leek Av, ;BID IBN~ 3 2 2 1 3 1 4 ? 8 21 74 70 82 70 66 66 87 89 93 83 * 98 92 * 91 86 * 98 95 * 180 98 * 100 85 * 104 75 * 42 32 * 30 22 * 20 9 * 10 5 0 13401198 2538 .09 lhOO 10:00 93 89 04:00 03:00 106 98 CITY OF TB~C~LA ?itu 12:00 am 01:00 02:00 04:00 05:00 06:00 07:00 08:00 09:06 10:00 11:00 12:00 Ol:O0 02:00 03:00 Ot:OO 05:00 O&:OO 07:00 08:00 09:00 ~0:00 ~1:00 To~a~e Xen. 04/02 0 0 0 Ay~. Day AB Peaks VOlUBe PH Peaks volume .et .0% .0t .0% .0% Counts Uuliaited, 909.247.0710 Sat. 8 0 2 0 0 0 0 lO 15 19 32 20 29 23 33 4~ 31 14 32 40 48 30 26 10 10 5?0 0 0 .01 ,0! Site Code: 156181 Start Date: 04/a2/2001 pile I.D. : TZTBMIIIN Stm. leek Avg, BIND SBND NBflD S~ND ? 8 4 2 ! 0 0 0 4 ? 10 ? 23 12 26 10 23 19 20 22 3~ 2~ 34 34 3~ 40 $4 29 59 40 52 38 38 30 32 40 30 49 42 34. 46 42 32 7O 58 59 46 29 29 60 23 32 20 49 23 4O 22 12 32 25 30 18 1~ 14 9 21 12 10 10 I 10 ~ 7 i 8 10~4 1111 1099 10:00 09:00 11:00 11:00 11:00 11:00 46 33 $2 48 43 40 03:00 03:00 04:00 04:00 04:00 04:00 DAY DIItSCTIOBrIL VOLUI(i COU1FT Counts Unlimited, Inc, 5~9in !on. 04/00 ~uol. led. ?bur. 12:00 am 0 2 ! 1 3 2 ¢ 02:00 0 0 2 0 2 ! 2 0]:00 0 0 3 ! 2 0 2 0 0 00:00 ! 3 3 ~ 0 O 1 04:00 ! S $ ~ 2 2 ] 0 05:00 3 20 $ 2! 3 !? 0 iS 4 0~:00 20 30 22 06 23 3O 27 24 22 0~:00 54 S! 34 54 39 53 33 S! 34 08:00 44 64 45 44 40 69 44 50 00:00 49 SO 07 5! 44 59 Si 46 ~0:00 41 52 40 $~ 60 53 )$ 40 Il:GO 76 07 40 4~ 67 $0 S~ 50 57 U:O0 pi $$ 45 49 Si S! 40 40 30 02:00 61 58 60 59 ~) St 44 36 02:00 56 50 58 ?! 4~ ~S 5] 04 03:00 67 55 73 s~ ~0 50 6~ 66 04:00 ~O )S ~9 )~ ~I 45 G~ 43 05:00 58 )3 53 ¢¢ 5~ t4 56 42 06:00 47 29 50 4~ 05 3~ ~2 3x 07:00 32 28 37 24 ~8 20 40 28 08:00 26 X3 30 !4 29 8 20 !7 00:00 24 13 ~0 2~ 1~ ~5 2~ 22 20:00 !~ 5 !S 5 02 O 1( 2 11:oo 4 ! ~ 0 5 2 7 0 2520 1480 1532 1400 Sat. ! 0 1 13 28 51 5O &7 55 64 57 tO 07 83 53 74 SO 62 40 40 30 43 24 2? 29 12 21 ll 24 13 815 1029 0 avo. Day 101.5t 102.9t 07.0% 102,3% 10~.00 104.00 95.3% 9i.70 104.]% lO0.Ot 11:00 09:00 ll:O0 O?:O0 11:00 08:00 11:00 07:00 11:00 ll:O0 76 00 48 SC 67 60 5~ 5! 57 55 Peas 04:00 01:00 03:00 02:00 03:00 OX:O0 03:00 03:00 02:00 03:00 .0% .Or Site Code: 158181 Start ~ate: ~ile i.D. : Pace : 2 2 ! ! 0 t 2 30 54 45 05 45 40 * 55 02 * 66 42 * 57 42 * 28 13 * 21 14 * 10 0 781 ]1~ 14~5 .fl !!:O0 08:00 ~2 05 03:00 03:00 70 61 ?.gin 12:00 aa Ol:O0 02:00 03:00 04:00 05:00 o6:oo 07:00 08:00 09:00 20:00 12:00 01:00 02:00 03:00 00:00 05:40 06:00 07:00 04:00 09:00 10:00 11:00 fotal~ 0 0 0 Avg. Day AN ~eikl 1)N Pe~e .0t .0t Ned. NBi~ ,0t .0! Coants Unlimited, Inc. 049.247.6716 NOR~ISO~i ?hu~. FrS. .0% Site Code: 158116 Start Date: 04/02/2001 Fire Z.D. : Trr4Knco Sat. Sun. week Avg, 3 13 2 1 2 10 ~ 3 3 ~ 2 0 1 2 2 2 2 2 O ! 1 3 0 2 1 1 0 1 0 1 ~ 4 2 2 ~ ] 6 15 ~ 0 ~ 12 32 t? 14 28 22 30 Il 54 10 26 22 40 45 ?! 4? 35 72 38 ~2 64 21 JS 73 4? 40 77 34 35 ?1 20 ~S 51 31 19 42 19 511 963 648 O 1474 76 40 ?0 5? 26 ?0 es 46 79 51 30 61 41 19 42 20 II 28 l! 7 16 6 0 12 85? 1305 i)80 .0% 107.5) 105.71 94,3) 1S:O0 10:00 11:00 10:00 10:00 10:00 12:00 0):0O 12:00 04:00 12:00 04:00 45 84 47 85 CITY OF £ounta ~nl£aited, Ibc. SORTH/~O~TS Segin 12:00 aB 3 S 1 2 I ) 3 4 8 01:00 O 0 02:00 0 0 0 1 I 2 0 0 2 03:00 0 2 1 2 0 0 0 2 2 04;00 2 05:00 ? 10 6 11 ? 11 3 6 0 06:00 27 59 28 41 23 45 20 37 28 08:00 09:00 43 05 46 8) fl 85 45 80 31 10:00 49 86 3~ 65 49 87 25 52 05 Ih00 48 9~ 49 88 50 09 12:00 pi 44 ?1 45 83 45 06 51 06 02:00 S2 201 52 96 42 04 65 122 03:0Q 76 147 80 162 04:00 Si 06 50 08 60 113 SG 97 05:0Q 39 04 )5 03 44 96 50 107 04:00 30 69 27 61 37 07:00 2? t9 25 59 20 59 28 52 08:00 20 25 19 45 20 09:00 6 10 16 46 10 lO:O0 13 2! 0 12 i 21 10 17 11:60 0 I I 2 2 ? 6 24 Totals 4001290 6771292 7001354 7221339 1970 1969 2062 2061 5at. Sua. 15 ? lO 10 52 120 99 ~0 Il3 05 158 12 38 19 41 14 28 0 26 8241529 2303 0 Avg. Day 91.1~ 94.9% 93.?~ 95.0% 98.0l 09.6% 200,0% 90.5% 114.10 112.59 ~ Peaks 08:00 08:00 08:00 08:00 08:00 06:00 08:00 08:00 09:00 00:00 Voluue 69 110 99 100 09 122 72 110 71 120 PM Peaks 03:00 6~:00 0~:00 0~:00 0~:00 0~:00 QI:OQ Q3:O0 0~:00 03:00 VoluBe 76 147 85 16~ 73 134 75 130 84 158 .09 .00 ADTs Site :ode: 158116 Start Oate: 04/02/2001 File 1.0. : ~S?BNUCO week AY~. 5 25 l? 44 77 68 114 (2 70 50 91 · 49 88 * 49 88 * 96 102 * 79 146 * 28 55 * 1S 36 * 13 35 * 10 20 0 722 1399 2001 .Or 06:00 Ol:OO ~0 114 03:00 03:00 Bather Belrose Boje, Inc. SPEEDPLOT Program STREET ................ 0 Elk. T~EKU DRIV~ LIMITS ................ BRASSIE LANE to CR¥STALAIRE DRIVE DIRECTION(S) .......... EAST/WEST DATH .................. APRIL 17, TIME .................. 3:00 POSTED SPEED LIMIT .... 30 SPEED NO. PCT. PCT. 18 I 1.1 1.1 19 0 0.0 1.1 20 0 0.0 1.1 21 0 0.0 1.1 22 0 0.0 I .1 90 23 2 2.2 3.3 C - 24 0 0.0 3.3 U 80 25 0 0.0 3.3 M - 26 1 1.1 4.4 70 27 4 4.4 8.9 P - 28 4 4.4 13.3 E 60 29 4 4.4 17.8 R - 30 7 7.8 25.6 C 50 31 5 5.6 31.1 E 32 9 10.0 41.1 N 40 33 14 15.6 56.7 T 34 2 2.2 58.9 S 30 35 10 11.1 70.0 36 6 6.7 76.7 20 37 9 10.0 86.7 38 7 7.8 94.4 10 39 2 2.2 96.7 40 i 1.1 97.8 41 I 1.1 98.9 42 0 0.0 98.9 43 0 0.0 98.9 44 0 0.0 98.9 45 0 0.0 98.9 46 0 0.0 98.9 47 0 0.0 98.9 48 0 0.0 98.9 49 0 0.0 98.9 P 15 50 0 0.0 98.9 E 51 0 0.0 98.9 R 52 0 0.0 98.9 C 53 0 0.0 98.9 ]~ 54 0 0.0 98.9 N 10 55 0 0.0 98.9 T 56 0 0.0 98.9 S - 57 0 0.0 98.9 - 58 I 1.1 100.0 - 5 2001 50TH PERCENTILE SPEED ................. 33 85TH PERCENTILE SPEED ................. 37 10 MPH PAC~ SPEED .......... 29 through 38 PERCENT IN PACE SPEED .............. 81,1 PERCENT OVER PACE SPEED ............. 5.6 PERCENT UNDER PACE SPEED ............ 13.3 RANGE OP SPEEDS ................. 18 tO 58 VEHICLES OBSERVED ................... 90 AVERAGE SPEED ....................... 33.2 100 ***************************** * 70 * 60 5O * 40 * 30 * 20 0'******* 0 15 25 35 45 55 65 20 20 Bather Belrose Boje, Inc. SPEEDPLOT Program STREET ................ 0 Blk, TEMEKU DRIVE LIMITS ................ SOUTH OF to PAR WAY DIRECTION(S) .......... NORTH/SOUTH DAT~ .................. APRIL 16, 2001 TIME .................. 3:20 POSTED SPEED LIMIT .... 30 SPEED NO. PCT. PCT. 20 1 1.0 1.0 21 0 0.0 1.0 22 1 1.0 2.0 23 0 0.0 2.0 24 2 2.0 4.0 25 1 I .0 5.0 26 2 2.0 7.0 27 4 4.0 11.0 28 7 7.0 16.0 29 6 6.0 24.0 30 14 14.0 38.0 31 ? 7.0 45.0 32 6 6.0 51.0 33 5 5.0 56.0 34 10 10.0 66.0 35 6 6.0 72.0 36 4 4.0 76.0 37 4 4.0 80.0 38 3 3.0 83.0 39 i 1.0 84.0 40 9 9.0 93.0 41 3 3.0 96.0 42 i 1.0 97.0 43 i 1.0 98.0 44 I 1.0 99.0 45 I 1.0 100.0 50T~ PERCENTILE SPEED ................. 32 85TH PERCENTILE SPEED ................. 40 10 MPH PACE SPEED .......... 27 through 36 PERCENT IN PACE SPEED .............. 69.0 PERCENT OVER PACE SPEED ............. 24.0 PERCENT UNDER PACE SPEED ............ 7.0 RANGE OF SPEEDS ................. 20 tO 45 VEHICLES OBSERVED ................... 100 AVERAGE SPE~D ....................... 32.9 + + + + + + + + + 100 ************************** 90 90 U 80 * 80 M * 70 * 70 P E 60 60 R * C 50 * 50 E * N 40 * 40 T S 30 30 20 * 20 10 * 10 0'******** 0 15 25 35 45 55 65 2O 20 10 Bather Belt.se Boje, Inc. SPEEDPLOT Program STREET ................ 0 Blk. TEMEKU DRIVE LIMITS ................ NORTH OF to INVERNESS COURT DIRECTION(S) ....... DATE ............... TIM~ ............... POSTED SPEED LIMIT. SPE~D NO. PCT. PCT. 25 I 1.1 1.1 26 0 0.0 1.1 27 2 2.2 3.3 28 2 2.2 5.6 29 0 0.0 5.6 30 3 3.3 8.9 31 3 3.3 12.2 32 6 6 .? 18.9 33 7 7 .S 26.9 34 2 2.2 28.9 35 4 4.4 33.3 36 6 6.7 40.0 37 8 8.9 48.9 38 9 10.0 58.9 39 9 10.0 68.9 40 6 6,7 75.6 41 4 4.4 80,0 42 4 4.4 84.4 ~43 6 6.7 91.1 44 3 3.3 94.4 45 0 0.0 94.4 46 2 2.2 96.7 47 i 1.1 97.8 4B 0 0.0 97.8 49 0 0.0 97.8 50 0 0.0 97.8 51 1 1.1 98.9 52 0 0.0 98.9 53 0 0.0 98.9 54 0 0.0 98.9 55 0 0.0 98.9 56 0 0.0 98.9 57 0 0.0 98.9 58 0 0.0 98.9 59 i 1.1 100.0 ...NORTH/SOUTH ...APRIL 17, 2001 ...3:30 ...30 50TH PERCENTILE SPEED ................. 38 85TH PERCENTIL~ SPEED ................. 43 10 MPH PACE SPEED .......... 32 through 41 PERCENT IN PACE SPEED .............. 67.8 PERCENT OVER PACE SPE~D ............. 20.0 PERCENT UNDER PACE SPEED ............ 12.2 RANGE OF SPEEDS ................. 25 to 59 VEHICLES OBSERVED ................... 90 AVERAGE SPEI/D ....................... 37.4 90 * 90 U 80 * 80 70 * 70 p - E 60 * 60 R - C 50 * 50 N 40 * 40 T - * 8 30 * 30 20 * -20 10 ** 10 15 25 35 45 55 65 + .... + .... + .... + .... + .... + .... + .... + .... + .... + .... + 20 20 ~ 15 C - N 10 ** 10 T - *** EXHIBIT "D" ENGINEERING AND TRAFFIC SURVEY ENGINEERING AND TRAFFIC SURVEY (CVC SECTION 627) Street: Honors Drive between Margarita Road and Tee Drive/Temeku Drive Year of Survey: 2001 PART I: PREVAILING SPEED MEASUREMENT Date of Survey Al~ril 17, 2001 50"' Percentile I 85th Percentile 33 MPH I 37 MPH 10 mph pace (% of vehicles) 29 TO 38 MPH (81.1%) Posted Speed Limit 30 MPH** PART II: ACCIDENT RECORDS Time Period Covered March 1, 1999- March 31, 2001 Number of Intersection 0 Accidents Mid-Block 0 Mid-Block Accident Rates per Million Vehicle Miles 0 Expected Mid-Block Accident Rate 1.90/MVM PART III: HIGHWAY, TRAFFIC AND ROADSIDE CHARACTERISTICS NOT READILY APPARENT Date of Observation A[~ril 18, 2001 Highway: Geometrics, Numerous intersections, limited access(driveways, intersections, other) visibility due to horizontal and vertical alignment of roadway Traffic: Pedestrians, on-street parking Striped bike lane both sides of the turnover, school crossings, etc .... street Roadside: Land uses not apparent Golf Course (park, school, etc...) other conditions PART IV: ADDITIONAL REMARKS RECOMMENDED SPEED 35 MPH **Unjustified Speed Limit ENGINEERING AND TRAFFIC SURVEY (CVC SECTION 627) Street: Temeku Drive between Tee Drive/Temeku Drive and Royal Birkdale Drive Year of Survey: 2001 PART I: PREVAILING SPEED MEASUREMENT Date of Survey Avril 17, 2001 50~h Percentile ] 85"' Percentile 32 MPH [ 40 MPH 10 mph pace (% of vehicles) 27 TO 36 MPH (69%) Posted Speed Limit 30 MPH** PART I1: ACCIDENT RECORD Time Period Covered Mamh 1, 1999- March 31, 2001 Number of Intersection 0 Accidents Mid-Block 0 Mid-Block Accident Rates per Million Vehicle Miles 0 Expected Mid-Block Accident Rate 1.90/MVM PART III: HIGHWAY, TRAFFIC AND ROADSIDE CHARACTERISTICS NOT READILY APPARENT Date of Observation April 18, 2001 Highway: Geometrics, Numerous intersections, limited access(driveways, intersections, other) visibility due to horizontal and vertical alignment of roadway Traffic: Pedestrians, on-street parking Striped bike lane both sides of the turnover, school crossings, etc .... street Roadside: Land uses not apparent Golf Course (park, school, etc...) other conditions PART IV: ADDITIONAL REMARKS RECOMMENDED SPEED 35 MPH **Unjustified Speed Limit ENGINEERING AND TRAFFIC SURVEY (CVC SECTION 627) Street: Temeku Drive between Royal Birkdale Drive and La Serena Way Year of Survey: 2001 PART I: PREVAILING SPEED MEASUREMENT ' Date of Survey Al~ril 17. 2001 5¢}` Percentile [ 85*h Percentile 38 MPH [ 43 MPH I 10 mph pace (% of vehicles) 32 TO 41 MPH (67.8%) Posted Speed Limit 30 MPH** PART 11: ACCIDENT RECORDS Time Period Covered March 1, 1999- March 31. 2001 Number of Intersection 0 Accidents Mid-Block 0 Mid-Block Accident Rates per Million Vehicle Miles 0 Expected Mid-Block Accident Rate 1.90/MVM PART III: HIGHWAY, TRAFFIC AND ROADSIDE CHARACTERISTICS NOT READILY APPARENT Date of Observation Al~ril 18, 2001 Highway: Geometrics, Numerous intersections, limited access(driveways, intersections, other) visibility due to horizontal and vertical alignment of roadway Traffic: Pedestrians, on-street parking Striped bike lane both sides of the turnover, school crossings, etc .... street Roadside: Land uses not apparent Golf Course (park, school, etc...) other conditions PART IV: ADDITIONAL REMARKS RECOMMENDED SPEED 40 MPIt **Unjustified Speed Limit ITEM NO. 5 TO: FROM: DATE: SUBJECT: AGENDA REPORT Public/Traffic Safety Commission ~Ali Moghadam, Senior Engineer April 26, 2001 Item 5 Resolution Amending Meeting Schedule of the Public/Traffic Safety Commission RECOMMENDATION: That the Public/Traffic Safety Commission adopt a resolution entitled: RESOLUTION NO. PTS 2001-01 RESOLUTION OF THE PUBLIC/TRAFFIC SAFETY COMMISSION OF THE CITY OF TEMECULA AMENDING RESOLUTION NO. PTS99-01 ESTABLISHING THE FOURTH THURSDAY OF EACH MONTH AS THE REGULAR MEETING SCHEDULE BACKGROUND: At the regular meeting of February 22, 2001, the Public/Traffic Safety Commission agreed to amend the meeting schedule from two (2) meetings per month to one (1) regular meeting per month. Should an issue arise that requires immediate attention, the Commission has the option to schedule a special meeting to address the issue. On March 27, 2001 the City Council approved staffrecomrnendation for modification of the Public/Traffic Safety Commission meeting schedule to one (1) regular meeting per month, Resolution No. 01-23. The attached resolution will amend the regular meeting dates from two (2) to one (1) regular meeting per month held on the fourth Thursday of each month. FISCAL IMPACT: None Attachment: 1. Resolution No. PTS2001-01 2. March 27, 2001 Minute Action of the City Council 3. Resolution No. 01-23 4. Ordinance No. 01-05 1 r:\traffic\commission\agenda\2001\0426\mtg reso amend/ajp RESOLUTION NO. PTS 2001-01 RESOLUTION OF THE PUBLIC/TRAFFIC SAFETY COMMISSION OF THE CITY OF TEMECULA AMENDING RESOLUTION NO. PTS99-01 ESTABLISHING THE SECOND AND FOURTH THRUSDAY OF EACH MONTH AS REGULAR MEETING SCHEDULE THE PUBLIC/TRAFFIC SAFETY COMMISSION OF THE CITY OF TEMECULA DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the Public/Traffic Safety Commission will meet regularly on the fourth Thursday of each month. Regular meetings shall commence at 6:00 p.m. and adjourn at 9:00 p.m., subject to adopted motion to extend the meeting. Section 2. Regular meetings will be held at the Temecula City Hall 43200 Business Park Drive, Temecula California. Section 3 Resolution No. PTS99-01 is hereby amended. Section 4. The City Clerk shall certify to the passage and adoption of this resolution. PASSED, APPROVED AND ADOPTED, by the Public/Traffic Safety Commission of the City of Temecula at a regular meeting held on the 26t~ day of April, 2001. Maryann Edwards, Chairperson ATTEST: Susan W. Jones, CMC, City Clerk 2 r:\traffic\cornmission\agenda\2001\0426\rntg reso amend/ajp [SEAL] STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss CITY OF TEMECULA ) I, Susan W. Jones, CMC, City Clerk of the City of Temecula, hereby do certify that the foregoing Resolution No. PTS2001-01 was duly adopted at a regular meeting of the Public/Traffic Safety Commission of the City of Temecula on the 26~h day of April, 2001 by the following roll call vote: AYES: 0 COMMISSIONERS: NOES: 0 COMMISSIONERS: ABSENT: 0 COMMISSIONERS: Susan W. Jones, CMC, City Clerk 3 r:\traffic\commission\agenda\2001\0426\mtg reso amend/ajp MINUTE ACTION OF THE CITY COUNCIL OF THE CITY OF TEMECULA, CALIFORNIA DATE: TO: MEETING OF: AGENDA ITEM NUMBER: SUBJECT: March 28, 2001 Bill Hughes, Director of Public Works/City Engineer March 27, 2001 Item No. 10 Public/Traffic Safety Commission Meeting Schedule Revision The motion was made by Councilmember Naggar, seconded by Mayor Comerchero to approve staff recommendation. RECOMMENDATION: 10.1 Approve modification of the Public/Traffic Safety Commission meeting schedule to one regular meeting per month. 10.2 Adopt a resolution entitled: RESOLUTION NO. 01-23 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TEMECULA AMENDING THE MEETING SCHEDULE OF THE PUBLIC/TRAFFIC SAFETY COMMISSION 10.3 Introduce and read by title only an ordinance: ORDINANCE NO. 01-05 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TEMECULA AMENDING SECTION NO. 2.40.100 OF THE TEMECULA MUNICIPAL CODE PERTAINING TO MONTHLY COMPENSATION FOR CITY COMMISSIONERS The motion carded by the following vote: AYES: NOES: ABSENT: ABSTAIN: 5 COUNCILMEMBERS: Naggar, Pratt, Roberts, Stone, Comemhero 0 COUNCILMEMBERS: None 0 COUNCILMEMBERS: None 0 COUNCILMEMBERS: None STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss CITY OF TEMECULA ) I, Susan W. Jones, CMC, City Clerk of the City of Temecula, California, DO HEREBY CERTIFY, under penalty of perjury, the foregoing to be the official action taken by the City Council at the above meeting. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 28t~ day of March, 2001. RESOLUTION NO. 01-23 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TEMECULA AMENDING THE MEETING SCHEDULE OF THE PUBLIC/TRAFFIC SAFETY COMMISSION Section t. The Public/Traffic Safety Commission shall conduct business in accordance with the following guidelines, A. MeetinRs The Commission shall establish a regular date, time, and place within the City for the Commission meetings, which shall be open to the public. Said meetings shall occur no less frequently than once a month. However, the Commission may adjourn to any other location within the City. On such adjournment, the City Clerk shall cause to be posted on the door of the Council Chambers a notice of the other location and the time thereof. In the event that the date of any regular meetings falls on a holiday, the regular meeting shall be held on the next succeeding day which is not a holiday. The Commission shall conduct its meetings in a manner consistent with the protocols and procedures adopted by the City Council. Section 2. The City Clerk shall certify the adoption of this Resolution. ATTEST: [SEAL] APPROVED AND ADOPTED, by the City Council of the City of Temecula, this 27~ day of March, 2001. /~ '~e~Comerohero, Mayor Resos~01-23 1 STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss CITY OF TEMECULA ) I, Susan W. Jones, CMC, City Clerk of the City of Temecula, do hereby certify that the forgoing Resolution No. 01-23 was duly and regularly adopted by the City Council of the City of Temecula at a regular meeting thereof held on the 27~ day of March, 2001, by the following vote: AYES: 5 COUNCILMEMBERS: Naggar, Pratt, Roberts, Stone, Comerchero NOES: 0 COUNClLMEMBERS: None ABSENT: 0 COUNClLMEMBERS: None ity Clerk Resos~01-23 2 ORDINANCE NO. 01-05 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TEMECULA AMENDING SECTION NO. 2.40.100 OF THE TEMECULA MUNICIPAL CODE PERTAINING TO MONTHLY COMPENSATION FOR CITY COMMISSIONERS. THE FOLLOWING COUNCIL FOR THE CITY OF TEMECULA DOES HEREBY ORDAIN AS FOLLOWS: Section 1. Findinqs. The City Council for the City of Temecula hereby finds the following: A. That the City Council wishes to amend Section 2.40.100 to provide monthly compensation for City Commissioners. B. Monthly compensation for Commissioners is currently set at: Planning Commission $100 per month Public Safety/Traffic Commission $100 per month, and Community Services/Parks Commission $ 50 per month Section 2. Section 2,040.100 of the Temecula Municipal Code is hereby amended to read: "City Commissioners shall receive monthly compensation as follows: Planning Commission Public Safety/Traffic Commission Community Services/Parks Commission $100 per month $ 50 per month, and $ 50 per month." Section 3. This Ordinance shall be in full force and effect thirty (30) days after Ets passage. The City Clerk shall certify to the adoption of this Ordinance. The City Clerk shall publish a summary of this Ordinance and a certified copy of the full text of this Ordinance shall be posted in the office of the City Clerk at least five days prior to the adoption of this Ordinance. Within 15 days from adoption of this Ordinance, the City Clerk shall publish a summary of this Ordinance, together with the names of the Councilmembers voting for and against the Ordinance, and post the same in the office of the City Clerk. PASSED, APPROVED AND ADOPTED this 10th day of April, 2001. ATTES,T: [SEAL] Jeff Comerchero, Mayor Ords/~l-05 1 STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss CITY OF TEMECULA ) I, Susan W. Jones, CMC, City Clerk of the City of Temecula, DO HEREBY CERTIFY that the forego ng Ordinance No. 01-05 was duly introduced and placed upon its first reading at a regular meeting of the City Council on the 27h day of March, 2001 and that thereafter, said Ordinance was duly adopted and passed at a regular meeting of the City Council of the City of Temecula on the 10t~ of April, 2001, by the following vote: AYES: 5 COUNClLMEMBERS: Naggar, Pratt, Roberts, Stone, Comerchero NOES: 0 COUNCILMEMBERS: None ABSENT: 0 COUNCILMEMBERS: None Su~ran W. Jo~es, CMC ~City Clerk Ords/01-05 2 ITEM NO. 6 TRAFFIC ENGINEER'S REPORT APPROVAL CITY ATTORNEY DIRECTOR OF FINANCE CITY MANAGER TO: FROM: DATE: SUBJECT: CITY OF TEMECULA AGENDA REPORT City Manager/City Council William G. Hughes, Director of Public Works/City Engineer March 27, 2001 Department of Public Works Monthly Activity Report RECOMMENDATION: Attached for City Council's review and filing is the Department of Public Works' Monthly Activity Reports for the month of February, 2001. MOACTRPT CAPITAL IMPROVEMENT PROJECTS Monthly Activity Report February / March 2001 Prepared By: Amer Attar Submitted by: William G. Hughes Date: March 27, 2001 PROJECTS UNDER CONSTRUCTION 1. First Street Bridge This project will construct First Street from Pujol Street to Old Town Front Street, including the construction of a bridge over Mumeta Creek and the realignment of Santiago Road. The new intersection of First Street, Old Town Front Street, and Santiago Road will be signalized. The bridge approach slabs are complete with the barrier rail construction underway. Weather permitting, the asphalt paving on the northside of Santiago Road and the remainder of First Street is scheduled to occur the first week in April. Installation of the traffic signal at First Street / Santiago Road and Front Street along with the streetlights shall begin by the End of this month. Construction of the EMWD lift station continues. Completion of this project is scheduled for April 2001. 2. Old Town Parking Lot This project will rehabilitate the Stampede parking lot. It includes resurfacing, landscaping, and Old Town Series lights. TruGreen began construction on the parking lot on October 2, 2000. Construction is complete with punch list items remaining. 3. Pala Road Bridge Environmental Restoration/Median and Parkway Landscape Improvements This project will install landscape improvements along Pala Road and Cupeno Lane and restore the wetlands in the construction zone. It includes the installation of an irrigation system, planting, and hydroseeding. Median & Parkway work is complete. Restoration work commenced on 3/19/01. 4. Pala Road Bridge Environmental Mitigation The wetlands creation site located approximately 1 V2 mile east of the bridge project has been planted. The 120-day plant establishment period is complete. The five-year maintenance program continues. 5. PalaRoad Sonndwalls Work on this project includes the construction of masonry block Soundwalls on Pala Road from west of Rainbow Canyon Road to east of Club House Drive. The wall averages 14' in height. The sound wall is complete. Landscaping and other miscellaneous repairs should be completed by the end of March. 6. Sports ParkPond Desiltation The project included the removal of 15,000 cubic yards of silt from the existing pond located along Rancho Vista Road. The project is complete. Notice of Completion is scheduled to go to Council on 04/10/01. R:\MonthlyActivityReport\CIP~001 \February.doc 7. Rancho California Sports Park Field Lighting Under this project, new lights will be installed in all fields. The project is essentially complete. Adjustment of the direction and retrofitting the fixtures remain. Field repairs are underway. Rain has delayed completion. 8. Murrieta Creek Crossing Between Winchester and Rancho California Road- Low-flow Crossing at Via Montezuma This project will construct a low-flow crossing of Murrieta Creek connecting Diaz and Del Rio at Via Montezuma. In addition, this project will rehabilitate the street of Via Montezuma. At the February 13, 2001 meeting, the City Council awarded the construction contract to Terra-Cai Construction for the amount of $404,587.70 The City's Planning Department has completed the CEQA process. Tom Dodson & Associates, an environmental consultant, has submitted the necessary applications for the permitting process. Fish & Game issued their permit. Army Corps and RCFCD arc waiting for the Water Board to issue their certification so they can issue their permits. Water Board certification is expected before the end of March. RCFCD is developing a cooperative agreement with the City for the construction and maintenance of the Low-Flow. The project area was manually cleared prior to March 15, the beginning of the nesting season. Construction will start as soon as all the necessary permits are obtained. 9. City Maintenance Facility Alterations, Phase IH This project will modify the existing two story masonry block building to accommodate a new second floor of office space over the existing two-story maintenance bay, including the installation of an elevator, and two new second floor restrooms. Construction will also include a single story office space addition. The contract was awarded to T&M construction with a bid amount of $600,000.00. The contract is scheduled to start at the beginning of April, if all Bonds & Insurance Certificates arc in order. 10. Margarita Road Widening, Pauba Road to Dartolo Road This project will widen Margarita Road from Pio Pico to Dartolo Road and re-landscape the medians from De Portola to SR 79 South. We are also including the pavement rehabilitation of Phase II (Pauba Road to Pio Pico) as part of this phase of the project. City Council awarded the project on 3/6/01 to R.J. Noble with a bid amount of $1,266,140.80. Contract documents and Purchase Order issuance are pending. 11. Rancho California Sports Park Culvert Modification In this project, the existing culvert will need to be modified to eliminate a slope erosion problem. The project was advertised for bids and bids were opened on March 6, 2001. Council is scheduled to award the construction contract on March 27, 2001. 12. Light Emitting Diode (LED) Traffic Signal Conversion Program A grant award in thc amount of $140,870.00 was obtained to replace incandescent traffic signal lights with Light Emitting Diode (LED). Under this program, all traffic signal lights in the City of Temecula will be replaced with thc energy efficient, long lasting LED lights. The City will recover its matching costs in energy savings in two to three years. Bids were opened on March 6, 2001. Contract award is scheduled for the March 27, 2001 City Council meeting. 2 R:\MonthlyActivityRepor tXC1P\2001 \February.doc PROJECTS BEING ADVERTISED FOR BIDS 1. Traffic Signal installation at Stonewood and Margarita In this project, a traffic signal will be installed on Margarita Road at Stonewood Drive. Final plans, specifications, and cost estimate are complete. The City Council approved the plans and specifications and authorized the bidding of this project at the February 13, 2001 meeting. Bid opening is scheduled for March 22, 2001. 2. Pavement Management System, Jefferson Avenue This project will rehabilitate Jefferson Avenue from the northerly City limits to Overland Drive. Areas to be rehabilitated were identified, and plans and specifications were completed. The project is being advertised for bids. Bid opening is scheduled for March 22, 2001. PROJECTS IN DESIGN 1. Diaz Road Realignment Under this project, Diaz Road will be realigned to Vincent Moraga Road at Rancho Califomia Road. Business Park Drive will be a T-intersection at Diaz. In response to additional design cost requests by the designer, City staffhas elected to complete the design in-house. Anticipated design completion is scheduled for June 2001. 2. Pala Road Improvements - Phase II (79 South to Pechanga Road) This project will widen Pala Road to its ultimate width from the Pala Road Bridge to Pechanga road. Plan check comments (70% Submittal) were returned to the consultant. Work is proceeding on the remainder of the design. The approval of Wolf Creek Drainage Basin Study by RCFC & WCD has been delayed about a month because hydrology studies upstream of Wolf Creek require prior approval. Staff will be using an appraiser to assist in the preparation of the real estate appraisal report. The project is funded for design only at this time. 3. Rancho California Road Median Modifications at Town Center and The project will include the closing of the two median openings on Rancho Califomia Road in front of the Town Center, while lengthening the left turn lanes at Ynez Road, Town Center Drive, and Via Los Colinas to improve traffic circulation. 4. Rancho California Road Widening at Ynez Road (Add right turn lane to westbound lanes) This project will add a right turn lane on westbound Rancho California Road at Ynez Road. Right of way acquisition at the northeast comer of Rancho California and Ynez will be required. Design is in process and appraisals are due at the end of the March. 3 R:\MonthlyActivityReport\ClP\2001 \February.doc 5. Pauba Road Improvements - Phase II (Margarita Road to Showalter Road) This project will widen Pauba Road from Showalter to just west of Margarita Road to its ultimate width. The project is in design and the work is being coordinated with design of the library project. All utility issues are being addressed. 70% design plans have been plan-checked and returned to the consultant for corrections. Staff will begin contacting property owners to discuss driveway revisions and new easements. Potholing of utilities has been performed along Pauba to determine elevations of existing lines. 6. Senior Center Expansion Thc expansion will include an addition of 3000 square feet to the existing building. Thc expansion will be for recreational, office, and meeting purposes. The project is currently undergoing a third plan check review. 7. Rancho California Road Bridge Widening Over Murrieta Creek This project will widen Rancho California Bridge over Murrieta Creek to provide additional traffic lanes. Design of thc project began in September 2000. Design will take six months. Thc bridge widening will include four additional lanes. Staff reviewed the preliminary layout submitted and provided thc consultant with comments. Submittal of 30% drawings is scheduled for thc end of March 2001 for staff review. Provisions for a trail route across the bridge is being considered. 8. Chaparral High School Swimming Pool The design committee decided upon the layout of the 25-yard x 25-meter pool at Chaparral High School. Thc facility will include a smaller recreation pool component and a bathhouse with locker room facilities, restrooms and showers. Spray-type play equipment will be included in thc construction bid as an alternate. Thc design concept was completed. The City and TVUSD reviewed the ~irst design submittal and the corrected plans were received on March 21,2001. The plans require Division of State Architect review and thc plans are currently in process with DSA. This project is on a tight schedule to construct thc pool during the summer, when school is out. 9. Starlight Ridge Southern Cross Road Sidewalk Project This Project will install approximately one mile of sidewalk on the northwest side of Southern Cross Road. Field survey was completed. Design is about 40% complete. 10. Pavement Management System - Citywide This project will involve rehabilitating various streets in the City for FY 2000-01. A list of streets has been selected and staff is currently preparing the contract documents. Gcotechnical evaluation of thc streets to be rehabilitated will be done as soon as a consultant is hired. In addition, the Pavement Management System Program (PMS) for the City will be updated. 11. Margarita Road/Winchester Road Intersection Improvements Under this project, an additional left turn from eastbound Winchester to northbound Margarita will be added to accommodate increasing traffic. Field survey was completed. The in-house design, including the preparation of the base maps is underway. Coordination with Caltrans will be required since Winchester is a State Route at this location. Project will be processed as a Caltrans Encroachment Permit. 4 R:\MonthlyActivityRepor t\CIP\2001 \February.doc 12.1-15 Northbound On-Ramp Widening at Winchester Road This project will re-stripe Westbound Winchester Road from Ynez Road to 1-15 Northbound on-ramp to allow for a better flow of traffic. A consultant has completed a final striping plan. The City applied for an Encroachment Permit from Caltrans to do the striping. Caltrans is reviewing. 13. Overland Drive Extension/Murrieta Creek Bridge This project will entail alignment studies and design of an extension of Overland Drive, westerly to Diaz Road, which includes a new bridge over Murdeta Creek. The project includes the widening of Overland Drive from Jefferson Avenue to Commerce Center Drive, and the extension of Overland Drive across Murrieta Creek to Diaz Road. Project Design Consultant (PDC), the designer, is working on the final version of the alignment study & report. It is to be submitted to the City at thc end of March. 14. Winchester Road Widening Between Enterprise Circle and Jefferson This project will add a right turn lane from Eastbound Winchester to Southbound Jefferson, starting at Enterprise Circle. Preliminary utility research and data gathering is underway. O'Malley Engineering Corporation is providing the design survey which is scheduled to be completed by the end of the month. Once data is received from consultant, staff will begin design with completion scheduled for the end of May. 15. AC Street Repairs - FY2001 This project will rehabilitate and reconstruct selected City streets during 2001. A list of streets has been selected and staff is currently preparing the contract documents. 16. Pujol Street Sidewalk Improvements - Phase II This project will complete the knuckle at the intersection of Sixth Street and Felix Valdez. Data gathering, concept review, preliminary layout is underway. 17. Landscaping and Sidewalk On 79 South (Front Street to Pala Road) The project consists of the design and construction of new sidewalk and landscaping along the south side of State Highway 79 South between Pala Road and Old Town Front Street. Data gathering, concept review, preliminary layout is underway. 18. Temecula Library A full service library, approximately 34,000 square feet in area, will be designed and built on Pauba Road, just west of Fire Station #84. This project will provide the community with library resources and services. Thc design is progressing on schedule. Thc architect started on the final drawings after the committee completed its design and development meetings. The State Librarian is holding Public Hearings that include all agencies to develop the guidelines for the approved Bond measure. Letters were sent to all the utilities requesting service information. Utility services construction is being coordinated with Pauba Road, Phase II project. 19. Street Name Sign Replacement This project will entail removing the existing wooden signs in the La Serena area and replacing them with plastic signs selected by the Public Traffic Safety Commission. Plans and specifications are 95% complete. 5 R:\MonthlyActivityReportXClP\2001 \February.doc 20. Traffic Signals Design at Pala Road and Loma Linda, and at Pala Road and Wolf Valley Two new traffic signals will be installed on Pala Road, one at Loma Linda and the other at WolffValley. The plans and specifications are complete. The project is being coordinated with Pechanga Development Corporation sewer project. This project is on hold due to environmental constraints. 21. Pala Road Interim Improvements - (Widening to accommodate four lanes from Loma Linda Bridge to Wolf Valley) Pala Road Interim Improvements (58 feet in width) will be completed with the second phase of construction of the Pala Road Trunk Sewer (Pechanga Development Corporation project). An encroachment permit was issued for the construction of the trunk sewer and the interim street improvements. Traffic signal and striping plans are complete. The construction of Pala Road Trunk Sewer (Phase Two) by the Pechanga Development Corporation from Clubhouse Drive to the new Pechanga Casino Driveway (600 feet southeast of Wolf Valley Road) started November 6, 2000 and the approximate completion date is Spring 2001. The interim project is on hold due to environmental constraints. 22. Santa Gertrudis Bridge Widening at 1-15 This is Phase II of the Southbound Auxiliary Lane project at the southbound exit ramp for Winchester Road. This project will widen the I-15 southbound exit-ramp at the Santa Gertmdis Creek Bridge to provide an additional lane on the exit ramp just north of Winchester Road. Staff is revisiting the merits of this project in light of the proposed Project Study Report for Cherry Street Interchange. The study shows that this bridge may have to be removed in the future to accommodate the Cherry Street Interchange. 23. Santiago Road/Ynez Road Intersection Improvements This project will widen, realign, and adjust the traffic signal timing of the existing intersection. This project has been delayed indefinitely. The Traffic Division completed some minor striping and signal adjustments that improved traffic movement through the intersection. 6 R:\MonthlyActivityRepor t\CIP\2001 \February.doc mO ILl I'-- ' U.I U.I > ._l D. wO ILl --I fl. ,,,0 IAI I.- -o~ .-I I.- Z U.I LU 0 wO > .-I TO: FROM: DATE: MEMORANDUM Bill Hughes, Director of Public Works/City Engineer Brad Buron, Maintenance Superintendent March 2, 2001 SUBJECT: Monthly Activity Report - February, 2001 The following activities were pedormed by Public Works Department, Street Maintenance Division in-house personnel for the month of February, 200t: I. SIGNS A. Total signs replaced 38 B. Total signs installed 23 C. Total signs repaired 7 ii. TREES A. Total trees trimmed for sight distance and street sweeping concerns 10 3,482 21 366 Ill. ASPHALT REPAIRS A. Total square feet of A. C. repairs B. Total Tons IV. CATCH BASINS A. Total catch basins cleaned RIGHT-OF-WAY WEED ABATEMENT A. Total square footage for right-of-way abatement 1,480 Vi. GRAFFITI REMOVAL A. Total locations B. Total S.F. 30 631 VII. STENCILING A. - 0 - New and repainted legends B. 1,466 L.F. of new and repainted red curb and striping Also, City Maintenance staff responded to 56 service order requests ranging from weed abatement, tree trimming, sign repair, A.C. failures, litter removal, and catch basin cleanings. This is compared to 43 service order requests for the month of January, 2001. The Maintenance Crew has also put in 163 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 Februar~ 2001 was ~ 49~150.00 compared to ~ 29~783.50 for the month of January~ 2001. Account No. 5402 $ 28,870.00 Account No. 5401 $18,295.00 Account No. 999-5402 $ 1,985.00 Ron Parks, Deputy Director of Public Works Ali Moghadam, Senior Engineer - (ClP/Traffic) Greg Butler, Senior Engineer (Capital Improvements) Amer Attar, Senior Engineer (Capital Improvements) Jerry Alegria, Senior Engineer - (Land Development) STREET MAINTENANCE CONTRACTORS The following contractors have performed the following projects for the month of February, 2001 DATE DESCRIPTION TOTAL COST ' ACCOUNT ' ~*'STREET/CHANNEL/BRIDGE OF WORK SIZE CONTRACTOR: RENE'S COMMERCIAL MANAGEMENT Date: 02/14/01 OLD TOWN WEED ABATEMENT, WEED SPRAYING & TRASH, DEBRIS REMOVAL #5402 TOTAL COST $ 5,000.00 Date: 02/26/01 MARGARITA ROAD / NO. GENERAL WEED ABATEMENT, WEED SPRAYING & KEARNY TRASH, DEBRIS REMOVAL # 5401 DES1LTATION POND TOTAL COST $ 3,985.00 CONTRACTOR: MONTELEONE EXCAVATING Date: 02/23/01 OLD TOWN WASHING OF STREETS FOR ROD RUN # 5402 TOTAL COST $ 500.00 Date: 02/23/01 MARGARITA ROAD / NO. GENERAL REMOVAL OF SILT & DEBRIS FROM KEARNY CHANNEL # 5401 DES1LTATION POND TOTAL COST $15,000.00 Date: 02/05/01 SERVICE LEVEL "R" GRADE DIRT ROADS FOR ACCESS 02/23/01 # 999-5402 DIRT ROAD AREAS TOTAL COST $1,985.00 STREET MAINTENANCE CONTRACTORS The following contractors have performed the following projects for the month of February, 2001 DATE DESCRIPTION TOTAL COST ACCOUNT STREET/CHANNEL/BRIDGE OF WORK SIZE CONTRACTOR: BECKER ENGINEERING ' ~" Date: 02/16/01 1sx STREET CONSTRUCT P.C.C. V-DITCH FOR PROPER DRA1NAGE CHANNEL DRAINAGE # 5401 TOTAL COST $ 9,885.00 Date: 02/15/01 MARGARITA ROAD NORTH OF REPAIR DAMAGED ROCK 1N CENTER WINCHESTER MEDIAN # 5402 TOTAL COST $1,575.00 Date: 02/08/01 VALLEJO AT YNEZ ROAD REMOVE AND REPLACE DAMAGED ASPHALT GUTTER & DOWN SPOUT # 5402 TOTAL COST $ 915.00 Dine: 02/08/01 29001 YNEZ ROAD REMOVE AND REPLACE A.C. DRIVE APPROACH # 5402 TOTAL COST $ 3,220.00 Date: 02/01/01 YNEZ ROAD SOUTH OF SANTIAGO INSTALL 630 L.F.A.C. BERM AND BACKFILL EROSION WITH 50 TONS I ½" # 5402 ROCK TOTAL COST $7,085.00 TOTAL COST ACCOUNT #5401 $ 18,295.01 TOTAL COST ACCOUNT #5402 $ 28,870.00 TOTAL COST ACCOUNT #99-5402 $ 1,985.00 Z APPROVAL ClTY ATTORNEY DIRECTOR OFFINANCE ClTY MANAGER TO: FROM: DATE: SUBJECT: CITY OF TEMECULA AGENDA REPORT City Manager/City Council William G. Hughes, Director of Public Works/City Engineer April 24, 2001 Department of Public Works Monthly Activity Report RECOMMENDATION: Attached for City Council's review and filing is the Department of Public Works' Monthly Activity Reports for the month of March, 2001. MOACTRPT CAPITAL IMPROVEMENT PROJECTS Monthly Activity Report March / April 2001 Prepared By: Brian Guillot Reviewed By: Amer Attar Submitted by: William G. Hughes Date: April 24, 2001 PROJECTS UNDER CONSTRUCTION 1. First Street Bridge This project will construct First Street from Pujol Street to Old Town Front Street, including the construction of a bridge over Murric~a Creek and the realignment of Santiago Road. The new intersection of First Street, Old Town Front Street, and Santiago Road will be signalized. The bridge construction is complete with only deck grinding, tubular handrail and joint seal items remaining. Final asphalt paving is complete on Front Street, Santiago Road and First Street. The traffic signal at the intersection of First Street / Santiago Road and Front Street is operational with the installation of the Old Town Series streetlights underway. Contractor is scheduled to complete channel grading and miscellaneous items by the end of the April. Construction of the EMWD lift station continues. The bridge dedication ceremony is schedule for May 1, 2001. 2. Old Town Parking Lot This project will rehabilitate the Stampede parking lot. It includes resurfacing, landscaping, and Old Tow~ Series lights. TruGreen began construction on the parking lot on October 2, 2000. Construction is complete with punch list items remaining. The parking lot dedication ceremony is schedule for May 1, 2001. 3. Pala Road Bridge Environmental Restoration/Median and Parkway Landscape Improvements This project will install landscape improvements along Pala Road and Cupeno Lane and restore the wetlands in the construction zone. It includes the installation of an irrigation system, planting, and hydroseeding. Median & Parkway work is complete. Restoration work commenced on 3/19/01. 4. Pala Road Bridge Environmental Mitigation The wetlands creation site located approximately 1 ~ mile east of the bridge project has been planted. The 120-day plant establishment period is complete. The five-year maintenance program continues. 5. Pala Road Soundwalls Work on this project includes the construction of masonry block Soundwalls on Pala Road from west of Rainbow Canyon Road to east of Club House Drive. The wall averages 14' in height. The sound wall is complete. Landscaping and other miscellaneous repairs should be completed by the end of April. 6. Sports Park Pond Desiltation The project included the removal of 15,000 cubic yards of silt from the existing pond located along Rancho Vista Road. The project is complete. Notice of Completion was scheduled to go to Council on 04/10/01. R:\MonthlyAcfivityReport\CIP~2001\Mareh.doc 7. Rancho California Sports Park Field Lighting Under this project, new lights will be installed in all fields. The project is essentially complete. Adjustment of the direction and retrofitting the fixtures remain. Field repairs are underway. Rain has delayed completion. 8. Murrieta Creek Crossing Between Winchester and Rancho California Road- Low-flow Crossing at Via Montezuma This project will construct a low-flow crossing of Murrieta Creek connecting Diaz and Del Rio at Via Montezuma. In addition, this project will rehabilitate the street of Via Montezuma. At the February 13,2001 meeting, the City Council awarded the construction contract to Terra-Cai Construction for the amount of $404,587.70 The City's Planning Department completed the CEQA process. Tom Dodson & Associates, an environmental consultant, has submitted the necessary applications for the permitting process. All permits were issued and construction has commenced. The project area was manually cleared prior to March 15, the beginning of the nesting season. The project was awarded to Terra-Cai Construction of Baldwin Park, California. All of the agency approvals have been acquired. The contractor started work on 4/2/01 and will start the pavement rehabilitation of Via Montezuma the week of April 16. The entire project is scheduled to be completed by June 2001. 9. City Maintenance Facility Alterations, Phase In This project will modify the existing two story masonry block building to accommodate a new second floor of office space over the existing two-story maintenance bay, including the installation of an elevator, and two new second floor restrooms. Construction modifications include a single story office space addition. The contract was awarded to T&M construction with a bid amount of $600,000.00. Construction has begun with the demolition of existing structures. 10. Margarita Road Widening, Pauba Road to Dartolo Road This project will widen Margarita Road from Pio Pico to Dartolo Road and re-landscape the medians from De Portola to SR 79 South. Included with this project is the pavement rehabilitation of Phase II (Pauba Road to Pio Pico). City Council awarded the project on 3/6/01 to R.J. Noble with a bid amount of $1,266,140.80. The Notice to Proceed was issued for April 19, 2001. 11. Rancho California Sports Park Culvert Modification In this project, the existing culvert will need to be modified to elirainate a slope erosion problem. The project was advertised for bids and bids were opened on March 6, 2001. City Council awarded the project on March 27, 2001, to KEC Engineering. The pre-construction meeting was held April 10, 2001, with the Notice To Proceed issued on April 16, 2001. Construction has begun with the demolition of existing facilities. 12. Light Emitting Diode (LED) Traffic Signal Conversion Program A grant award in the amount of $140,870.00 was obtained to replace incandescent traffic signal lamps with Light Emitting Diode (LED) lamps. Under this program, all traffic signal lamps in the City of Temecula will be replaced with the energy efficient, long lasting LED lamps. The City will recover its matching costs in energy savings in two to three years. Bids were opened on March 6, 2001. The contract was awarded to Republic Electric at the March 27,2001, City Council meeting in the amount of $368,714. A pre-construction meeting was held on April 18, 2001. Consruction is scheduled to begin the week of 04/23/01. 2 R:\MonthlyActivityReport\ClP~2001 \March.doc PROJECTS BEING ADVERTISED FOR BIDS 1. Traffic Signal installation at Stonewood and Margarita A traffic signal will be installed at the intersection of Margarita Road and Stoncwood Drive. City Council awarded thc construction contract to DBX, Inc. on April 10, 2001, in thc amount of $132,000. Construction is anticipated to begin thc first of May. 2. Pavement Management System, Jefferson Avenue This project will rehabilitate Jefferson Avenue from the northerly City limits to Overland Drive. Areas to be rehabilitated were identified, and plans and specifications arc complete. Bids were opened on April 10, 2001, with ILl Noble thc apparant low bidder. Thc project is expected to be awarded at the April 24 City Council meeting. PROJECTS IN DESIGN 1. Diaz Road Realignment Under this project, Diaz Road will be realigned to Vincent Moraga Road at Rancho Califomia Road. Business Park Drive will be a T-intersection at Diaz. In response to additional design cost requests by the designer, City staffhas elected to complete the design in-house. Anticipated design completion is scheduled for June 2001. 2. Pala Road Improvements - Phase H (79 South to Pechanga Road) This project will widen Pala Road to its ultimate width from the Pala Road Bridge to Pechanga road. Plan check comments'(70% Submittal) were returned to the consultant. Work is proceeding on the remainder of the design. The approval of Wolf Creek Drainage Basin Study by RCFC & WCD has been delayed about a month because hydrology studies upstream of Wolf Creek require prior approval. Staff will be using an appraiser to assist in the preparation &the real estate appraisal report. The project is funded for design only at this time. 3. Rancho California Road Median Modifications at Town Center and The project will include the closing of the two median openings on Rancho Califomia Road in front of the Town Center, while lengthening the left turn lanes at Ynez Road, Town Center Drive, and Via Los Colinas to improve traffic circulation. 4. Rancho California Road Widening at Ynez Road (Add right turn lane to westbound lanes) This project will add a right turn lane on westbound Rancho California Road at Ynez Road. Right of way acquisition at thc northeast corner of Rancho California and Ynez will be required. Design is in process and appraisals are due at the end of the April. 5. Pauba Road Improvements - Phase H (Margarita Road to Showalter Road) This project will widen Pauba Road from Showalter to just west of Margarita Road to its ultimate width. The project is in design and the work is being coordinated with design of the library project. Work is being 3 R:\MonthlyActivityReport\ClP~2001 \March.doc coordinated with design of the library project. All utility issues are being addressed. 90% design plans were submitted to the City for review. Staff will begin contacting property owners to discuss driveway revisions and new easements. Potholing of utilities has been performed along Pauba to determine elevations of existing lines. 6. Senior Center Expansion The expansion will include an addition of 3000 square feet to the existing building. The expansion will be for recreational, office, and meeting purposes. The project is currently undergoing final plan check review. The project is scheduled to bid in late April. 7. Rancho California Road Bridge Widening Over Murrieta Creek This project will widen Rancho California Bridge over Murrieta Creek to provide additional traffic lanes. Design of the project began in September 2000. Design will take six months. The bridge widening will include four additional lanes. Provisions for a trail route across the bridge are also being considered. The 30% plan submittal was received and staff is reviewing the project design. 8. Chaparral High School Swimming Pool The design committee decided upon the layout of the 25-yard x 25-meter pool at Chaparral High School. The facility will include a smaller recreation pool component and a bathhouse with locker room facilities, restrooms and showers. Spray-type play equipment will be included as an element in the base construction bid. The City and TVUSD reviewed the first design submittal from RJM Design Group, consultants, and the corrected plans were received on March21,2001. Staffis completing the final review during the month ofApril. Theproject requires Division of State Architect (DSA) review and approval. The project is scheduled to begin this July pending DSA approval. 9. Starlight Ridge Southern Cross Road Sidewalk Project This Project will install approximately one mile of sidewalk on thc northwest side of Southern Cross Road. Preliminary design is complete. Plans have been submitted to utilities for their review. 1st plan check and constructability review underway._ _ 10. Pavement Management System - Citywide This project will involve rehabilitating the pavement of various streets in thc City for FY 2000-01. A list of streets has been selected and staff is currently preparing the contract specifications. Additionally, thc consultant will update thc Pavement Managcmcnt System Program (PMS) for thc City. Thc scope of services includes thc evaluation of certain roads that nccd rehabilitation. A gentcchnical consultant has been selected and staff is now negotiating the professional services agreement. 11. Margarita Road/Winchester Road Intersection Improvements Under this project, an additional left mm fi'om eastbound Winchester to northbound Margarita will be added in order to accommodate increasing traffic volumes. The field survey is complete. The in-house design, including the preparation of the base maps is underway. Coordination with Caltrans will be required since Winchester is a State Route at this looation. Project will be processed as a Caltrans Encroachment Permit. 12. 1-15 Northbound On-Ramp Widening at Winchester Road This project will re-stripe westbound Winchester Road from Ynez Road to I-15 northbound on-ramp to allow for a better flow of traffic. A consultant has completed a final striping plan. The City applied for an Encroachment Permit from Caltrans to do the striping. Caltrans is reviewing. 4 R:\MontbJyActivityReport\C1P\2001 \March.doc 13. Overland Drive Extension/Murrieta Creek Bridge This project will entail alignment studies and the design of an extension of Overland Drive, westerly to Diaz Road, which includes a new bridge over Murrieta Creek. Thc project includes the widening of Overland Drive from Jefferson Avenue to Commerce Center Drive, and the extension of Overland Drive across Murrieta Creek to Diaz Road. Project Design Consultant (PDC), thc designer, is working on the final version of the alignment study & report. It is to be submitted to the City at the end of April. 14. Winchester Road Widening Between Enterprise Circle md Jefferson This project will add a right turn lane from Eastbound Winchester to Southbound Jefferson, starting at Enterprise Circle. Preliminary utility research and data gathering is underway. OWIalley Engineering Corporation is providing the design survey which is scheduled to be completed by the end of the month. Once data is received from consultant, staff will begin design with completion scheduled for the end of May. 15. AC Street Repairs - FY2001 This project will rehabilitate and reconstruct selected City streets during 2001. A list of streets has been selected and staff is currently preparing the contract documents. 16. Pujol Street Sidewalk Improvements - Phase II This project will complete the knuckle at the intersection of Sixth Street and Felix Valdez. Data gathering, concept review, preliminary layout is underway. 17. Landscaping and Sidewalk On 79 South (Front Street to Pala Road) The project consists of thc design and construction of new sidewalk and landscaping along the south side of S~t_e.High~w~y 79 South?etween_ P~l_a_ .R_oa_d ~nd Old Town Front _Street. Da~_t9 ga_thering, concept review, preliminary layout is underway. 18. Temecula Library A full service library, approximately 34,000 square feet in area, will be designed and built on Pauba Road, just west of Fire Station #84. This project will provide the community with library resources and services. Thc design is progressing on schedule. The architect star,ed on the final drawings after the committee completed its design and de~/elopment meetings. The State Librarian is holding Public Hearings that include all agencies to develop the guidelines for the approved Bond measure. Letters were sent to all thc utilities requesting service information. Utility services construction is being coordinated with Pauba Road, Phase H project. 19. Street Name Sign Replacement This project will entail removing the existing wooden signs in the La Serena area and replacing them with plastic signs selected by the Public Traffic Safety Commission. Plans and specifications are 95% complete. 20. Traffic Signals Design at Pala Road and Loma Linda, and at Pala Road and Wolf Valley Two new traffic signals will be installed on Pala Road, one at Loma Linda and the other at Wolff Valley. The plans and specifications are complete. The project is being coordinated with Pechanga Development Corporation sewer project. This project is on hold due to environmental constraints. 5 R:\MonthlyActivityRepor~\CIP~2001 \March.doc 21. Pala Road Interim Improvements - (Widening to accommodate four lanes from Loma Linda Bridge to Wolf Valley) Pala Road Interim Improvements (58 feet in width) will be completed with the second phase of construction of thc Pala Road Trunk Sewer (Pcchanga Development Corporation project). An encroachment permit was issued for thc construction of the trunk sewer and the interim street improvements. Traffic signal and striping plans are complete. The construction of Pala Road Trunk Sewer (Phase Two) by the Pechanga Development Corporation from Clubhouse Drive to the new Pechanga Casino Driveway (600 feet southeast of Wolf Valley Road) started November 6, 2000 and the approximate completion date is Spring 2001. The interim project is on hold due to environmental constraints. 22. Santa Gertrudis Bridge Widening at 1-15 This is Phase II of the Southbound Auxiliary Lane project at the southbound exit ramp for Winchester Road. This project will widen the 1-15 southbound exit-ramp at the Santa Gertrudis Creek Bridge to provide an additional lane on the exit ramp just north of Winchester Road. Staff is revisiting the merits of this project in light of the proposed Project Study Report for CherTy Street Interchange. The study shows that this bridge may have to be removed in the future to accommodate the Cherry Street Interchange. 23. Santiago Road/Ynez Road Intersection Improvements This project will widen, realign, and adjust the traffic signal timing o£the existing intersection. This project has been delayed indefinitely. The Traffic Division completed some minor striping and signal adjustments that improved traffic movement through the intersection. 6 R:\MontlflyActivityReport\CIP~2001 \March.doc ,< ,< ill iii ti. 0 MEMORANDUM TO: Bill Hughes, Director of Public Works/City Engineer FROM: 0~i~ Brad Buron, Maintenance Superintendent DATE: April 2, 2001 SUBJECT: Monthly Activity Report - March, 2001 The following activities were performed by Public Works Department, Street Maintenance Division in-house personnel for the month of March, 2001: I. SIGNS A. Total signs replaced 66 B. Total signs installed 51 C. Total signs repaired 1 I1. TREES A. Total trees trimmed for sight distance and street sweeping concerns 5 Ill. ASPHALT REPAIRS A. Total square feet of A. C. repairs B. Total Tons 3~856 55 IV. CATCH BASINS A. Total catch basins cleaned 156 RIGHT-OF-WAY WEED ABATEMENT A. Total square footage for right-of-way abatement ~0- VI. VII. GRAFFITI REMOVAL A. Total locations B. Total S.F. STENCILING A. 120 New and repainted legends B. 1,047 L.F. of new and repainted red curb and striping 25 1 ~477 Also, City Maintenance staff responded to 39 service order requests ranging from weed abatement, tree trimming, sign repair, A.C. failures, litter removal, and catch basin cleanings. This is compared to 56 service order requests for the month of February~ 200t. The Maintenance Crew has also put in 85 hours of overtime which includes standby time, special events and response to street emergencies. The total cost for Street Maintenance performed by Contractors for the month of March, 2001 was $ 33~227.00 compared to $ 49~150.00 for the month of February, 2001. Account No. 5402 $ 24,327.00 Account No. 5401 $ 7,850.00 Account No. 999-5402 $ 1,050.00 Ron Parks, Deputy Director of Public Works Ali Moghadam, Senior Engineer- (ClP/Traffic) Greg Butler, Senior Engineer - (Capital Improvements) Amer Attar, Senior Engineer - (Capital Improvements) JerryAlegri_a, Senior Engineer - (Land Development) STREET MAINTENANCE CONTRACTORS The following contractors have performed the following projects for the month of March, 2001 DATE ACCOUNT STREE~CHANNEUBRIDGE DESCRIPTION OF WORK TOTAL COST SIZE CONTRACTOR: MONTELEONE EXCAVATING Date: MARCH, 2001 # 5402 Date: 03/05/01 # 999-5402 CITYWIDE RAIN CLEAN-UP SERVICE LEVEL "R" GRADING OF DIRT ROADS REMOVE DEBRIS FROM STREETS, SWEEP STREETS, REPAIR RIP-RAP AND 15' OF SIDEWALK TOTAL COST $10,942.00 GRADED DIRT ROADS IN SERVICE LEVEL "R" AREAS TOTAL COST $ 1,050.00 CONTRACTOR: RENE'S COMMERCIAL MANAGEMENT Date: 03/13/01 # 5401 Date: 03/21/01 # 5401 VIA MONTEZUMA LOW FLOW CROSSING MECHANICAL WEEK ABATEMENT AND REMOVAL OF DEBRIS AND TRASH I TOTAL COST [ $ 5,000.00 WEED SPRAYING, WEED ABATEMENT AND DEBRIS REMOVAL FROM CHANNEL TOTAL COST $ 2,850.00 CONTRACTOR: BECKER ENGINEERING Date: 03/19/01 # 5402 MARGARITA AT RANCHO VISTA REMOVE AND REPLACE 4 UNDER-THE~ SIDEWALK DRAINS TOTAL COST $ 9,640.00 Date:03/01/01 # 5402 PASEO DE LAS OLAS THREE LOCATIONS REMOVED AND REPLACED 373 S.F. OF SIDEWALK; INCLUDES ROOT PRUNING TOTAL COST $ 3,745.00 TOTAL COST ACCOUNT g5401 $ 7,850.00 TOTAL COST ACCOUNT #5402 $ 24,327.00 TOTAL COST ACCOUNT g99-5402 $ 1,050.00 0 0 0 0 0 0 0 0 0 0 0 0 ITEM NO. 7 POLICE CHIEF'S REPORT APPROVAL CITY ATTORNEY DIRECTOR OF FINANCE~:~ CITY MANAGER TO: FROM: DATE: SUBJECT: CITY OF TEMECULA AGENDA REPORT City ManagedCity Council Jim Domenoe, Chief of Polic~ April 24, 2001 Monthly Departmental Report The following report reflects special teams, traffic enforcement and miscellaneous activity occurring during March of 2001. Part One crime statistics are displayed by reporting district within the City, providing stable parameters for monitoring criminal activity, and aiding in planning police resource deployment. The Police Department responded to thirty-seven "priority one" calls for service during the month of March, with an average response time of approximately 6.2 minutes. A total of 1,233 calls for police service were generated in the City of Temecula during the month (up over 20% from last month). During the month of March, the Temecula Police Department's Town Center storefront served a total of 199 customers. Fingerprinting services for this month showed forty-four prints taken, twenty- four people filed police reports, sixteen people had citations signed off and six oversize vehicle permits were issued. Crime Prevention Officer Lynn Fanene participated in a number of special events and community oriented programs during the month. Officer Fanene completed an after hours, outside lighting survey of businesses to determine compliance with the Governor's Executive Order. He also assisted in the planning for the up-coming annual "Western Days" event, which will be held during the month of April. Officer Fanene conducted twenty-four residential security visits and sixteen business visits during the month. He conducted thirty-one visits to businesses for crime follow-up information. Officer Fanene completed his article for the Valley Business Journal titled "SAFES." The POP Team continued to work on the "Crime Free Multi Housing" project. At this time there is 70% compliance with this program across the City and they are working with two complexes, which are in the final stages of certification. They are also in the process of working to re-certify four complexes that are continuing with the program. The team continued their Warrant Apprehension Program during the month, which resulted in three felony and two misdemeanor warrant arrests. Monthly Departmental Report Page 2 The team also assisted with the "Every 15 Minutes" program conducted this month. The team continued their "Crime Free Parks" program and as a result they made three misdemeanor arrests for various violations. They also conducted a "Bar Action Response" program which led to one arrest and two citations. The T.A.G. program for the month was held with six volunteers assisting. No reportable violations were observed, however three pedestrian checks and two vehicle checks were made during the program. The team also worked the continuing "Homeless Assistance" program, which resulted in contacting eight subjects who were offered and refused assistance. Three homeless subjects were arrested during the month for misdemeanor offenses. The Old Town Storefront serves as an office for the POP team and a location to assist the public with police services. This has greatly increased their availability to serve the Old Town area. This month the Old Town storefront served 118 customers, seventeen fingerprints were taken, eleven reports were written and two citations were signed off. The traffic team reported that during the month of March there were 435 citations issued for hazardous violations, seventy-six citations were issued for non-hazardous violations and 181 parking citations were issued. There were thirteen injury traffic collisions, thirty-two non-injury collisions were reported and twenty-eight drivers were arrested for DUi. The monthly ERACIT program this month led to the arrest of four subjects for DUI. The Neighborhood Enforcement Team (NET) program resulted in 110 citations being issued. This program addresses traffic concerns in residential neighborhoods with a dedicated motor officer. The traffic team also assisted with the "Every 15 Minutes" program at Chaparral High School. During the month of March, the POP officers assigned to the Promenade Mall handled a total of 152 calls for service. The predominant number of these calls were for shoplifting investigations. These calls resulted in the criminal arrest and filings on seven misdemeanors and three felony cases for various offenses. Four citations were also issued. Officers Robles and Rupe provided training to mall employees on "Working with the Police." The mall officers are also working with mall merchants on an inkless check system. The officers will be conducting training in April for mall employees on the "lnkless Check" program. The school resource officers continue to remain active in their schools. During the past month, the officers conducted numerous presentations in areas such as "Stranger Danger, Loss Prevention," and other topics. They also conducted counseling sessions with students. One arrest was made at Temecula Valley High School. Deputy Kubel planned and facilitated the "Every 15 Minutes" program, which was held at Chaparral High School on February 28th and March 1st. This program was very dramatic and was an unqualified success. It received widespread praise from Chaparral High School staff, students, the local media and the parents involved. The other resource officers assisted Deputy Kubel during this program. The JOLT program (Juvenile Offender Law Enforcement Program) continues to be a success in part through its youth court program. Officer Sherry Adams provided training this month to Probation officers and Department of Education employees assigned to the program (Safe Schools) regarding "At Risk" juveniles. The JOLT officer assisted at other schools with truancy meetings and follow up with parents of juveniles in the JOLT program. Officer Adams facilitated the sixty-first youth court session and conducted the sixty-second orientation meeting during the month. Officer Adams continued to work with "At Risk" juveniles throughout the month and also conducted counseling sessions with their parents. One arrest was made during the month for a juvenile who was charged with burglary. Monthly Departmental Report Page 3 During the month of March, the Special Enforcement Team of Officers Rich Holder and John Morin handled a total of twenty-nine cases. These cases resulted in twenty-eight misdemeanor and twenty-two felony arrests, primarily for narcotics violations. They also issued sixteen citations for various violations. This team continues to work street level narcotics and specialty patrol within the city on a pro-active basis. The team also recovered three pounds of marijuana, thirty~one grams of methamphetamine and three weapons. Volunteers from the community continue to be an integral part of the Temecula Police Department's staff. Under the guidance of volunteer coordinator Gayle Gerrish, the Police Department's volunteer staff contributed 573 hours of service in March. Volunteer assignments include computer data input, logistics support, special event assistance (Every 15 Minutes) and telephone answering duties. The reserve officer program and mounted posse are additional valuable volunteer resources available to the police department. The police department utilizes reserve officers to assist with patrol, traffic enforcement, crime prevention, off road vehicle enforcement and a variety of special functions. Reserve police officers worked a total of 370 hours during the month (215 hours were specifically spent on patrol in Temecula). The posse contributed 180 hours during the month. ITEM NO. 8 FIRE CHIEF'S REPORT APPROVAL ClTYATTORNEY DIRECTOR OFFINAN~E._~ ClTY MANAGER TO: FROM: DATE: SUBJECT: CITY OF TEMECULA AGENDA REPORT City Manager/City Council Howard Windsor, Acting City Fire Chief Apd124, 2001 Monthly Departmental Report RECOMMENDATION: Attached for City Council's review and filing is the Fire Department's Monthly Activity Report for the month of March, 2001. During the month of March, the committee developing and implementing the fire department laptop program decided to discontinue the use of the Max Responder Program. This decision was based on the software vendor's (Public Safety Corporation, PSC) inability to correct problems within their software. Fire and city staff are working with the city attorney to have all monies paid for the Max Responder software refunded due to their lack of performance. Prior to terminating our agreement with PSC, the committee began researching other vendors to meet our software needs. The committee made contact with Plant Equipment, a local vender in Temecula. Plant Equipment has starting to market a software program that incorporates all of the fire department requirements into their software. In the limited time we have been testing their program applications in the field, the software has performed successful. Fire and city staff are currently working on a RFP to submit to plant equipment. We anticipate having the RFP process completed by the middle or end of May. The committee strongly believes we will accomplish the goals and objectives of the city council, as expected when monies were initially allocated. Continual updates will be provided to the city council as the laptop program evolves. Response Statistics for MARCH, 2001 Structure Fire 9 Ringing Alarm Responses Outside of the Ci~ TOTAL N/A 89 Vegetation Fire 3 1 1 24 Vehicle Fire 4 5 1 30 Fire - Other 8 4 0 42 Medical Aid 69 61 62 785 Traffic Collisions 18 24 4 198 Fire Menace Standby 0 3 1 34 Public Service 2 4 3 64 Hazmat N/A N/A N/A N/A 38 46 11 338 N/A N/A 152 N/A 92 is0 0 21 2 7 2 12 3 15 97 289 11 57 5 9 4 13 N/A N/A 15 _110 N/A N/A 139 533 which was not previously included in the statistics *Adjustment due to the Traffic Collision linc item breakdown. 1604' Medic Squad 84 Response Statistics Medic Squad 84 Time Statistics Medical Aids 173 478 Traffic Collisions 39 123 Public Service Assists 4 13 2 3 6 Fire Menace Standby's Structure Fires 34 Ringing Alarm 27 80 Vegetation Fire 0 2 Vehicle Fire 0 4 Refuse Fire 2 5 Hazmat 0 1 TOTAL 253 743 Average Response Time Lonl~est Response Time Medic Squad Cancelled Prior to Patient Contact 4.4 rain N/A 10 min N/A 90 277 Average Wait Time for AMR 3.6 rain N/A Medic Squad on Scene Prior to AMR - Medical Aids and Traffic Collisions 79 220 Performed *ALS prior to AMR's Arrival 29 95 *ALS - Advanced Life Support Medic Squad Comments: · Medic Squad 84 had 1 response time of 10 minutes for the month, this response time occurred while responding to station 12's area on Pala Rd. from station 73's area. · Medic Squad 84 was out of service for mechanical repairs a total of 5 days this month, during which time Medic Squad 84R was in service. Personnel Fire Prevention 1 - Battalion Chief/Fire Marshal 4 - Fire Safety Specialist 1 - Captain/Deputy Fire Marshal 2 - Fire System Inspectors 1 - Office Technician III Fire Plan Check Statistics Fire Plan Check Building TI Fire Plan Check Building Fire Plan Check Misc. 27 68 16 45 39 t01 Fire Under Ground Water Plan Check 17 31 Fire Over or Under Ground Tank Plan Check Fire Sprinkler NCOM Plan Check 2 4 10 3o tire Sprinkler TI Plan Check 6 21 Fire Hood Duct Plan Check 2 6 1 1 0 0 Fire Spray Booth Plan Check Fire Special Suppression Plan Check Fire Alarm Plan Check Planning Case Plan Review Fire Code Permits TOTAL 12 17 0 149 29 55 391 Fire Prevention (Continued) Fire Inspection Statistics Fire Prevention Final Fire Prevemion Shell Fire-Underground Hydro Fire Thrust Block 14 60 14 40 7 12 3 14 Fire Over Head Hydro 9 29 Fire Flow ..... 1 1 Fire Flush 6 12 Fire Sprinkler Final 9 31 Fire Weld Inspection 4 9 Fire Hood Duct Final 0 3 Fire Pre- Wire 1 8 Fire Alarm Final 11 35 0 2 11 31 Fire Spray Booth Final Fire Safety Inspection Fire State Mandated Inspection Fire Special Events Inspection Fire Piping Hydro Fire Shear Valves Fire Over/Under Tank Final TOTAL Fire Special Suppression System Fire Special Project Investigations Fire Administrative - Meetings etc... Fire Misc. Inspections Engine Co. Follow Up Enforcement 0 6 0 0 11 7 0 0 1 2 0 1 0 0 2 8 3 0 102 5 324