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HomeMy WebLinkAbout041300 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] AGENDA TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION TO BE HELD AT CITY HALL COUNCIL CHAMBERS 43200 Business Park Drive Temecula, California Thursday, April 13, 2000 at 6:00 P.M. CALL TO ORDER: FLAG SALUTE ROLL CALL: COMMISSIONERS: Coe, Edwards, Katan, Lanier, Connerton 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 tilled 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 geks to that item. There is a three (3) minute time limit for individual speakers. NOTICE TO THE PUBLIC All matters listed under Consent Calendar are considered to be routine and all will be enacted by one vote. There will be no discussion of these items unless members of the Public/Traffic Safety Commission request specific items be removed from the Consent Calendar for separate action. PRESENTATION/PROCLAMATIONS Presentation of Certificate of Appointment of Commissioner Scott Lanier COMMISSION CONSENT CALENDAR 1. Minutes of March 9. 2000 and March 23. 2000 RECOMMENDATION: 1.1 Approve the Minutes of March 9, 2000 and March 23, 2000 COMMISSION BUSINESS 2. Re¢luest for Multi-Way Stoo Controls - Mercedes Street at Sixth Street RECOMMENDATION: 2.1 That the Public/Traffic Safety Commission deny a request for Multi-Way Stop Controls at the intersection of Mercedes SWeet and Sixth SWeet. 3. Extension of Mercedes Street - Second Street to First Street RECOMMENDATION: 3.1 That the Public/Traffic Safety Commission receive and file the report regarding the extension of Mercedes Street between Second Street and First Street. 4. Public/Traffic Safetv Commission Meeting Schedule - April 27. 2000 RECOMMENDATION: 4.1 That the Public/Traffic Safety Commission direct the Secretary to cancel the meeting of April 27, 2000 and adjourn to the meeting of May 11, 2000. 5. Traffic Engineer's Report 6. Police Chief's Report 7. Fire Chief's Report 8. Commission Reports ADJOURNMENT The next regular meeting of the City of Temecula Public/Traffic Safety Commission will be held on Thursday, May 11, 2000, at 6:00 P.M., Temecula City Hall, Council Chambers, 43200 Business Park Drive, Temecula, California. ITEM NO. I MINUTES OF A REGULAR MEETING OF THE CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION MARCH 9, 2000 CALL TO ORDER The City of Temecula Public/Traffic Safety Commission convened in a regular meeting at 6:06 P.M. , on Thursday, March 9, 2000, 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. ROLL CALL Present: Commissioners Coe, Edwards, *Katan, and Chairman Connerton. Absent: None. Also Present: Deputy Director of Public Works Parks. Senior Engineer Moghadam, Associate Engineer Gonzalez, Police Sergeant DiMaggio, Administrative Secretary Pyle, and Minute Clerk Hansen. * (Commissioner arrived at 6:55 P.M,) PUBLIC COMMENTS Mr. Larry Markham, 41750 Winchester Road, expressed the following comments and recommendations to the Commission: Recommended that the Commission investigate adding an additional left-turn lane on Winchester Road at Nicholas Road proximate to the entrance to Chaparral High School. Recommended that the Commission investigate establishing no parking zones on Overland Drive to Commerce Center Drive, and at the intersection area of Enterprise CircleNVinchester Road, recommending that this area should be re- striped with respect to the turning movement designations. With respect to the Beauty College students utilizing on-street parking on Commerce Center Drive, for Chairman Connerton, relayed that there was most likely insufficient parking provisions on site for this use. For informational purposes, provided the Commissioners with an article from the Los Angeles Times newspaper, dated March 1, 2000, entitled Pedestrian Versus Automobile; It's a Two-Way StreeL Commissioner Coe, echoed by Commissioners Connerton and Edwards, relayed to Mr. Markham that he was greatly missed on the Commission. COMMISSION CONSENT CALENDAR 1. Minutes RECOMMENDATION: 1.1 Approve the Minutes of February 10, 2000 MOTION: Commissioner Edwards moved to approve the minutes. The motion was seconded by Commissioner Coe and voice vote reflected approval with the exception of Commissioner Katan who was absent. COMMISSION BUSINESS 2. Traffic Siqnal Photo Enforcement RECOMMENDATION: 21 That the Public/Traffic Safety Commission review a presentation on Traffic Signal Photo Enforcement, and make a recommendation to the City Council. It was noted for the record that Commissioner Katan arrived at the meeting at 6:55 P.M. Senior Engineer Moghadam introduced Ms. Keller, noting that she would provide additional information regarding the photo enforcement system. Ms. Lauri Keller, representing Lockheed Martin IMS, via overheads, provided a detailed presentation regarding Traffic Signal Photo Enforcement, relaying the following: Provided information regarding the technology of the system, as follows: 1 ) the automated traffic enforcement which created photographic evidence of the violation, 2) the key components of the photo enforcement inclusive of the detection system, and the violation processing system, and 3) the deployment strategy. Relayed the procedure of processing citations, noting the alternate entities that would be involved (i.e., the Police Department, Court Services). Apprised the Commission of the documented data regarding reduction in red light violations ranging from 40-92% in alternate cities after the implementation of the program. 2 R:\lrafficminutes\030900 Noted that the housing components for the red light cameras could be custom designed, citing examples from alternate cities. Specified that for each violation there were two images taken, noting that the speed was also measured. Via photographs, presented samples of the photo images, noting the additional specifications provided per the violation data box. Provided additional information regarding the complete violation processing service, collection efforts, and provision of monthly analysis reports. Relayed that per California Legislative requirements there would be a 30-day warning period prior to commencement of the program, noting the community education process. Noted that warning signs were required via State law to be installed either at the major entrances to the City (which was recommended) or at the intersections. Provided additional information regarding the studies completed in order to determine which intersections and which approaches would be effective locations for placing the units. Relayed the comprehensive services offered by Lockheed Martin IMS. Noted the potential for the utilization of digital cameras at a future point in time, relaying that the cameras would be upgraded to digital at that time. Provided additional information regarding the manufacturing firm utilized by the company. For Commissioner Edwards, Ms. Keller provided additional information regarding the reduction in rod light violations after installation of the units. In response to Commissioner Edwards, Senior Engineer Moghadam relayed that the interaction between the loop system had been investigated, noting that there would be no negative impacts. For Chairman Connerton, Ms. Keller relayed that initially the film would be picked up daily, noting that there was a six-day turnaround time from the day the violation was photographed to the time the citation was sent out; noted that the costs associated with the warning signs would be funded by the City; provided additional information regarding tickets fought in court, noting that after the first three months, there was a dramatic decrease, relaying that there was training involved with respect to the courts; and confirmed that for five camera units (which had a three-year contractual period) the cost would be $17,000 a month for one year which would be for the construction, hardware, and technology, noting that there was an on-going per ticket processing fee which would be a portion of the violation fee. In response to Chairman Connerton's' queries, Police Chief Domenoe provided clarification regarding the revenues associated with violations, noting that there was a 3 R:\trafficminutes\030900 cap amount of revenues the City could collect from the issuance of citations; recommended that the City make its decision as to whether to install the cameras based on the safety aspects of the program. Clarifying that this particular program would not be a revenue generator for the City, Commissioner Edwards recommended that the consideration be aimed at the program's effectiveness with respect to preventing accidents, saving lives, and safety issues. For Commissioner Coe, Police Chief Domenoe advised that red light violations contribute to solely 10% of traffic collisions; and advised that prior to making a recommendation in favor of, or opposed to the program, he would need to investigate input from alternate cities that had utilized the cameras. For Commissioner Edwards, Senior Engineer Moghadam relayed that red light violations associated with left-turning movements did not significantly negatively impact the traffic circulation in the City; advised that the majority of collisions in the City were caused by rear-end accidents which the red light cameras were not expected to decrease; and for Commissioner Coe, noted that this issue could be brought back to the Commission with additional data from alternate cites that had utilized the red light camera program. Police Chief Domehoe relayed that the most effective aspect of this device would most likely be with respect to changing the driving culture due to the surety of being cited. For Commissioner Edwards, Ms. Keller provided additional information regarding installing additional housing units, and transferring the camera units. In response to Senior Engineer Moghadam's queries, Ms. Keller provided additional information regarding the companies involvement with public awareness programs (i.e., press conference, training, web-site page); clarified the analysis process with respect to the data revealing reductions in violations; and provided additional information regarding the City's share of revenues that would be collected on a per ticket basis. For Commissioner Edwards, Ms. Keller relayed that videos regarding the red light camera program would be available for the City's use for public awareness. Chairman Connerton relayed that it appeared to him that the cost figures and percentages denoted in the data provided were inaccurate. Deputy Director of Public Works Parks clarified that this presentation to the Commission was for the purpose of reviewing the red light camera system, noting that the cost aspects of the issue would be addressed by the Council in the Capital Improvement Plan (CIP); relayed that if the City pursued the matter, a consultant would be hired to evaluate numerous systems, and then the project would go out for competitive bid. Mr. John Dedovesh, 39450 Long Ridge Drive, noted that the number of red light violations has increased in the City; and relayed that he was strongly in favor of the program. In response to Commissioner Edwards' queries, Deputy Director of Public Works Parks noted that the Commission should consider the following with respect to the red light camera system, and its recommendation to Council: the enhancement of public safety, the impact on accidents, the minimizing of the need of patrol officers; and advised that the Commission could additionally recommend that specific intersections be considered for this program. For Commissioner Katan, Deputy Director of Public Works Parks relayed that the intersection monitoring system denoted in the five-year CIP was unrelated to the red light camera units; and provided additional information regarding the monitoring system. For Commissioner Coe, Police Chief Domenoe relayed that the red light camera program would most likely not significantly impact citizens committing alternate violations. Commissioner Edwards recommended that the program be pursued by the City Council and that additional data be compiled. Chairman Connerton relayed that this program would be beneficial to the City. MOTION: Commissioner Coe moved to recommend that the City Council pursue the implementation of the red light camera program. The motion was seconded by Commissioner Edwards. {This motion was ultimately amended, see below.) In response to Chairman Connerton's' queries with respect to funding issues, Deputy Director of Public Works Parks relayed that the Commission's recommendation could be inclusive of a recommendation to add this project to the CIP. MOTION: Commissioner Coe moved to recommend that the City Council pursue the implementation of the red light camere program; and recommended that this program be included in the Capital Improvement Plan (CIP). The motion was seconded by Commissioner Edwards and voice vote reflected unanimous approval. 3. Citywide Traffic Enforcement - Additional Police Officers RECOMMENDATION: 3,1 That the Public/Traffic Safety Commission receive and file a report regarding additional Police Officers and Citywide Traffic Law enforcement, and provide further direction to staff, Senior Engineer Moghadam relayed the Commission's request to agendize this issue to investigate the feasibility of providing additional Police Officers in order to increase enforcement throughout the City. Police Chief Domenoe thanked the Commission for its continued support of public safety in the City of Temecula, specifically with respect to the Police Department's role in the matter; noted his involvement with the Commission prior to City's incorporation, acknowledging that the Commission has always sought to serve the best interests of the community; relayed that the Police staffing levels are ultimately set by the City Council via the annual budgeting process after consideration of recommendations from the Police Department and the City Manager; advised that the current staffing level was adequate for this budget year, noting that he anticipated that the Police Department would be requesting additional personnel due to the continued growth with respect to 5 R:\trafficminutes\030900 population and the increased attraction to the City of Temecula due to the mall site, and alternate new businesses; while reiterating that the determination of Police staffing issues would be addressed by the City Council, noted his encouragement from the fact the Commission recognized the importance of the Police Department's mission, and the need to maintain adequate resources in order to carry out that mission; relayed that during the next few months there would be discussions with the City Manager and the Council to address adequate staffing issues; commented that due to the recent roadway improvements, the Police Department had been relieved of the need to address gridlock enforcement; and advised that if it was the Commission's desire he would relay any comments, concerns, or recommendations of the Commission to the City Council during the discussion process. The Commission relayed the following comments re.qardina the need for additional Police Officers in the City of Temecula: Acknowledging that Police staffing issues were outside of the jurisdiction of the Commission, Commissioner Edwards relayed the rationale for requesting that this issue be agendized in order to address the following issues with respect to the need for additional Officers: 1 ) the impact of additional traffic coming to the City of Temecula from outside the area, and 2) the inability for Police Officers to maintain consistent enforcement at the school sites, the busy intersections, and alternate sites due to the need to address alternate specialized tasks (i.e., Officers being pulled from a site to complete accident reports). In response to Commissioner Edwards, Police Chief Domenoe relayed that the Police Department was in the process of making a determination with respect to the number of people in the City daily; noted that the ratio of maintaining one Officer per one thousand residents was inclusive of every Officer (i.e., including administrative Officers); advised that after Police staffing determination by the City Council, it was his charge to allocate those resources effectively in order to address all facets of police work; relayed that the factors of dealing with the additional generation of people attracted to the City via the mall and alternate businesses would be addressed with the City Council; confirmed that the duties of the Police Officers varied and was inclusive of completing accident reports, advising that it was his goal to utilize motorcycle Officers for enforcement, and the alternate Officers for the handling of accidents; and relaying concurrence with Commissioner Edward's comments, provided assurance that he would diligently strive to obtain adequate Police resources. Commissioner Coe commended the Police Department for their assiduous efforts associated with responding to the needs of the community, attributing this diligence to the condition of safety established in the City of Temecula; and echoed the recommendation to add additional Police Officers if it was feasible to do so at this time. For Chairman Connerton, Police Chief Domenoe confirmed that if the City needed additional Officers for certain periods of time (i.e., special events held in the City) that the Police Department could seek aid from alternate stations, or from the County, in order to address those impacts. Referencing the charge of the Commission to make recommendations to the City Council with respect to public safety, Chairman Connerton relayed the consistent concern expressed by community residents at the Public/Traffic Safety Commission meetings that there needed to be increased Police enforcement, citing the previous comments relayed earlier at this meeting whereby Mr. Dedovesh noted the need for increased enforcement with respect to intersection violations; advised that the rationale for relaying to the City Council the Commission's recommendation to add additional Police personnel was due to the numerous community comments heard by the Commission that the Council would never hear; relayed that although the target was to have one Officer, per every 1000 residents, that the mall site utilized two of those 50 Officers, that the school site utilized additional Officers, and that the Police Officers who served solely in an administrative capacity were included in that ratio, recommending that the ratio be based on the number of Officers available to the public at large; advised that the number of Officers needed would be additionally increased if Vail Ranch was annexed; and while acknowledging that the Police Department would address the needs for adequate staffing with the Council, suggested that the Commission could additionally forward its recommendation to add additional Officers based on the input and data received at the Public/Traffic Safety Commission meetings. Commissioner Edwards suggested that based on the expressed comments of the Commission, a letter of support be drafted, enumerating the relayed concerns, such as the need to pull Police Officers from one needed site to complete alternate specialized tasks, and that those comments then be presented to the City Council. In response to Commission comments, Police Chief Domenoe relayed his appreciation of the support of the Commission, providing assurance that in seeking the best interests of the City, he would diligently address the staffing issues with the Council; noted the goal of the Police Department to actively pursue proactive police work, preventing crime with Police presence, and via educating the community; and advised that he concurred with the need for additional Officers, relaying that as the City continues to grow, this would be a natural progression. Addressing the comments of the Commission, Deputy Director of Public Works Parks advised the Commission to specify the concerns, such as: Police Officers being utilized at the mall site, the desire for increased enforcement to address intersection violations or speed, relaying that staff could then forward those comments to the Council for consideration. in response to Commissioner Coe, Police Chief Domenoe relayed that the City of Murrieta employed fewer Police Officers than Temecula, with an approximate ratio of three-quarters of an officer, per 1000 residents; and advised that in addition to population, factors relating to the type of activity involved needed to be addressed in the employment of Officers within a city. MOTION: Commissioner Edwards moved to have the Commission's summarized comments warranting the need for additional Police Officers relayed to the City Council. Commissioner Katan seconded the motion and voice vote reflected unanimous approval. Chairman Connerton queried whether the Commission desired to attach the specific concerns with the motion. Deputy Director of Public Works Parks relayed that based on the record of the Commission's remarks in the minutes, staff could draft e letter denoting the specified concerns and comments, and bring that letter forward to the Commission for review at a 7 R:\traf~crainutes\030900 future date (prior to the budgeting process), and subsequently provide the letter to Council for consideration. in response to Deputy Director of Public Works Parks' recommendation, the Commission expressed consensual concurrence. 4. Nei,clhborhood Traffic Calming ProGram RECOMMENDATION: 4.1 That the Public/Traffic Safety Commission review the report and provide input regarding the Neighborhood Traffic Calming Program, Senior Engineer Moghadam presented the staff report (of record), noting that the majority of complaints received from residents with respect to traffic were speed-related, and then, secondly, volume-related; relayed the past efforts of the City to slow the speeds of drivers within the City; clarified that the purpose of this program was to improve the relationship between staff and the neighborhood representatives, clarifying that the City was interested in addressing their concerns, and to present options for traffic calming that would be effective; advised that the City was in the process of purchasing a radar gun for residential use, noting that signage would be installed warning speed violators that there were residents surveying speeds in the area; and noted the goal to create cooperation between City staff and the community, to increase awareness, and to educate the general public. Senior Engineer Moghadam concurred with Commissioner Edwards' recommendation that a Public Works staff member attend neighborhood Homeowners Association meetings as an avenue for further educating the public. Additional discussion ensued regarding the Commissioners attending community meetings in order to address the public's traffic concerns; and to encourage the residents to attend the Public/Traffic Safety Commission meetings. Commissioner Katan recommended that prior to an issue being presented to the Commission at the request of a resident, that there be a requirement that the residents must first schedule a meeting with staff and a Commissioner in an informal setting in order to provide education with respect to viable options to address their concerns. Senior Engineer Moghadam concurred with Commissioner Katan's recommendation, noting that staff could relay to residents that an issue would not be agendized until the meeting had been held. MOTION: Commissioner Coe moved that from this point forward, that an item not be agendized via a request from a resident until a meeting had been held in an informal setting with staff and a Commissioner to provide data and additional information related to their concerns prior to the Commission meeting. The motion was seconded by Commissioner Edwards and voice vote reflected unanimous approval. 8 R:\trafficminutes\030900 TRAFFIC ENGINEER'S REPORT Senior Engineer Moghadam relayed that the southbound dual left-turn lanes from Margarita Road to Rancho California Road had been completed, noting that it appeared to have improved the traffic flow. POLICE CHIEF'S REPORT For information purposes, Police Sergeant DiMaggio relayed that if it was the Commission's desire, a Police Officer could additionally attend the previously mentioned community meetings in order to support the Commission and provide educational information to the community. Police Sergeant DiMaggio noted that on March 23, 2000 there would be increased enforcement of red light violations in specific areas, relaying that the public would notified. In response to Senior Engineer Moghadam, Police Sergeant relayed that the Police Department would be willing to aid in the training of educating the public with respect to the use of the radar gun, noting that guidelines could be developed. FIRE CHIEF'S REPORT No comments. COMMISSION REPORTS In response to Commissioner Coe's queries regarding the intersection at Pala Road and Clubhouse Drive, Police Sergeant DiMaggio relayed that the Police Officers were directed to begin directing traffic at the point the cars were stacked with between four and six cars, advising that he would further investigate the matter. Commissioner Coe commended the Public Works Department for their fine work in the City, noting their expeditious manner in addressing his concern regarding the height of barricades that had been impeding visibility. Commenting on The Evel7 Fifteen Minutes Program regarding drunk driving, held at the high schools, Commissioner Edwards relayed that the program was tremendously effective. Chairman Connerton provided additional information regarding the viewing of films displaying accidents, inclusive of graphic accounts of the associated impacts and injuries, noting the effectiveness with respect to awareness; and recommended that Commissioner Coe bring up the issue for discussion at the next Traffic Awareness Now (TAN) Committee meeting. With respect to the dual left-turn lanes recently installed at Margarita Road, Chairman Connerton relayed that the additional lane had vastly improved 9 R:\trafficrninutes\030900 circulation in that area, commending the Public Works Department for the expeditious completion of the project. Chairman Connerton commended his fellow Commissioners for their diligent work in the past, looking forward to the upcoming issues which would be addressed by the Commission; and queded staff as to when the Disaster Emergency Preparedness Plan would be reviewed by the Commission, noting that the Commission was required to review this material. With respect to the TAN Committee discussions, Commissioner Coe updated the Commission, noting that the high schools were currently involved in a poster contest to create a poster for the awareness of traffic attitudes; noted that the Police Department was in the process of setting up hotlines to receive residents concerns regarding vehicle violations, relaying the potential to send a written warning to the violators; and advised that there were discussions regarding the development of good driver awards. Police Chief Domenoe relayed that it had been suggested at the TAN meetings that there be painted lines (in a unique color, i.e., pink) on the pavement at intersections to provide an indicator as to whether a vehicle could make it through the signal if the light was yellow, while driving at the speed limit; and for Commissioner Coe, noted that it was a viable idea, providing a visual reference point for drivers. Commissioner Coe requested that this issue be agendized for a future Commission meeting. ADJOURNMENT At 8:16 P.M. Chairman Connerton formally adjourned this meeting to Thursday, March 23, 2000 at 6:00 P.M., in the City Council Chambers, 43200 Business Park Drive, Temecula. Chairman Darrell L. Connerton Administrative Secretary Anita Pyle 10 R:\trafficminutes\030900 MINUTES OF A REGULAR MEETING OF THE CITY OF TEMECULA PUBLIC/TRAFFIC SAFETY COMMISSION MARCH 23, 2000 CALL TO ORDER The City of Temecula Public/Traffic Safety Commission convened in a regular meeting at 6:01 P.M., on Thursday, March 23, 2000, 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 Edwards. ROLL CALL Present: Commissioners Coe, Edwards, *Katan, and Chairman Connerton. Absent: None. Also Present: Deputy Director of Public Works Parks, Associate Engineer Gonzalez, Police Sergeant DiMaggio, Battalion Chief Ritchey, Administrative Secretary Pyle, and Minute Clerk Hansen. * (Commissioner Katan arrived at 6:13 P.M.) PUBLIC COMMENTS No comments. COMMISSION BUSINESS 1. Ri~lht Turn Lane - Palm Plaza North at Ynez Road RECOMMENDATION: 1.1 That the Public/Traffic Safety Commission receive and file the report regarding a right turn lane - Palm Plaza North at Ynez Road. Associate Engineer Gonzales provided the staff report (of record), noting that this issue had been brought before the Commission due to Commission request; referencing Exhibit B (per agenda material), relayed that during the evaluation, staff had reviewed the peak hour turning volumes during the AM, mid-day, and PM periods; advised that the counts indicated that a dual eastbound left-turn lane was required to adequately handle the volumes at this location, noting that the right-turn and through volumes were R:\trafficminules\032300 significantly lower; and noted that due to the width of the driveway and the median island (which was privately owned) installing an additional lane would be very difficult. For Commissioner Coe, Associate Engineer Gonzales specified that this item had been agendized at the request of Chairman Connerton. In response to Chairman Connerton, Associate Engineer Gonzales relayed that the feasibility of installing the additional lane would be negatively impacted due to the width of the driveway, and the median island that was privately owned. Chairman Connerton relayed that the rationale for requesting this issue to be agendized was that he had received input from various individuals expressing concern with respect to the vehicles which were attempting to make turning movements at this signal, blocking the vehicles behind them, creating a stacking effect and causing congestion within the Plaza parking lot. For Chairman Connerton, Associate Engineer Gonzalez noted that the negative impact was caused by the interior drive aisle's proximity to the intersection, relaying that the solution would be to modify the median and close this particular drive aisle, modifying the interior; advised that it would be unlikely for the property owner to be agreeable to this modification; and provided additional information regarding the alternate signalized entrance to this shopping center. For information purposes, Deputy Director of Public Works Parks relayed that when the Michaers use (located within this center) came before the Planning Commission, that the Commission had requested the developer to investigate the interior traffic conditions within the shopping center and to come back with a plan as development continued; and advised that the matter had not been addressed by the developer, noting that the City could potentially have some leverage in requesting modifications to the drive approach. In response to Deputy Director of Public Works Parks' comments, Chairman Connerton relayed that he would recommend that the issue be pursued due to the impacts, which could ultimately cause an accident. For Chairman Connerton, Deputy Director of Public Works Parks relayed that staff could investigate the matter, relaying that the City did not have control with respect to the private property; and noted that due to the width of the driveway, there was not much space available for expansion, while advising that the property owner would most likely desire the most efficient traffic flow for the center. For Commissioner Coe, Deputy Director of Public Works Parks relayed the process of staff addressing traffic impacts throughout the City. MOTION: Commissioner Coe moved to receive and file this report. Commissioner Edwards seconded the motion and voice vote reflected approval with the exception of Commissioner Katan who was absent. 2 R:\trafficminules\032300 TRAFFIC ENGINEER'S REPORT It was noted for the record that Commissioner Katan arrived at the meeting at 6:13 P.M. For informational purposes, Associate Engineer Gonzales relayed that the Via Cordoba Traffic Circles issue would go before the City Council on Tuesday, March 28, 2000. POLICE CHIEF'S REPORT Police Sergeant DiMaggio relayed that the Police Department was in the process of conducting a red light enforcement program at several main intersections; and noted that at the next meeting he would update the Commission with respect to the number of citations issued. For Commissioner Edwards, Police DiMaggio relayed that the majority of the citations were issued to residents, providing additional information regarding the public's response to being cited; and for Chairman Connerton, relayed that the Police Department utilized two Police Officers who operated in unmarked Police vehicles. FIRE CHIEF'S REPORT Battalion Chief Ritchey relayed that there had been a mass casualty incident in the De Luz Canyon area approximately two weeks ago with two fatalities (local residents), noting that excessive speed could have been the cause of the accident. Relaying the upcoming changes, Battalion Chief Ritchey noted that within a year the Fire Department would be wearing blue uniforms; and advised that the change would be Statewide, relaying that the modification was a safety issue. COMMISSION REPORTS Commissioner Coe commended the Police Department for their diligent efforts in the Pala Road/Rainbow Canyon Road area during the construction period, noting that he had cited Police Sergeant DiMaggio directing traffic in this particular area. Associated Engineer Gonzales relayed that Rainbow Canyon Road would be open on March 24, 2000. In response to Commissioner Coe's comments with respect to the Alcohol Sting Project, Police Sergeant DiMaggio relayed that on March 17, 2000 (St. Patrick's Day) the Police Department had arrested eight individuals driving under the influence of alcohol. For Commissioner Coe, Police DiMaggio relayed that at this time no alcohol was served at the Pechanga site. 3 R:\trafficminutes~032300 Commenting on the agenda for the March 23, 2000 Commission meeting (tonight's meeting), Commissioner Coe relayed that in his opinion the brief topic could have been added to the subsequent meeting agenda, noting that it was an improper use of staff time to schedule this meeting. Commissioner Edwards relayed that at the Lowe's site, with respect to the Margarita exit which only allowed right turns, drivers were making left turns; and queried whether signage could be posted stating fight-turn only, or whether delineators could be installed, Associate Engineer Gonzalez relayed that staff would investigate the matter. Commissioner Edwards noted that the Homeowners Association president of the residential tract off of Via Cordoba was planning to schedule a meeting with staff in order to address the residents' questions regarding traffic circles prior to the matter being presented to the City Council. G, With respect to the recent TAN Committee meeting, Commissioner Coe relayed that he had been unable to attend due to being out-of-state at the time of the scheduled meeting. Chairman Connerton recommended that Commissioner Coe contact the alternate member if he was unable to attend. ADJOURNMENT At 6:26 P.M. Chairman Connerton formally adjourned this meeting to Thursday, April 13, 2000 at 6:00 P.M., in the City Council Chambers, 43200 Business Park Drive, Temecula. Chairman Darrell L. Connerton Administrative Secretary Anita Pyle 4 R:\trafficminutes\032300 ITEM NO. 2 AGENDA REPORT TO: FROM: DATE: SUBJECT: Public/Traffic Safety Commission (~?Ali Moghadam, P.E., Senior Engineer, Traffic April 13, 2000 Item 2 Request for Multi-Way Stop Controls - Mercedes Street at Sixth Street RECOMMENDATION: That the Public/Traffic Safety Commission deny a request for Multi-Way Stop Controls at the intersection of Mercedes Street and Sixth Street. BACKGROUND: A request was received from Councilmember Roberts, representing the Mary Phillips Senior Center, to evaluate the need for Multi-Way Stop controls at the intersection of Mercedes Street and Sixth Street due to increased "cut-through" vehicular volumes and speeds along Mercedes Street. An evaluation of traffic conditions has been performed to determine if the intersection satisfies the minimum warrant criteria for the installation of Multi-Way stop controls. The evaluation includes a review of 24-hour vehicular volume and speed data, and accident history on Mercedes Street from Moreno Road to Second Street. The public has been notified of the Public/Traffic Sat~ty Commission's consideration of this issue through the agenda notification process. Mercedes Street is a 30 foot wide local roadway that functions as a collector roadway providing direct access to Moreno Road, Main Street and ultimately Old Town Front Street. At the intersection with Sixth Street, Mercedes Street is approximately 37 feet wide. The speed limit is posted at 25 MPI-I on Mercedes Street between Sixth Street and Second Street. Sixth Street is a 32 foot wide local roadway that functions as a collector roadway providing direct access to Mercedes Street and Old Town Front Street. The Mary Phillips Senior Center is located at the east terminus of the roadway. The Caltrans Traffic Manual indicates that the Multi-Way Stop installation may be useful at locations where the volumes of traffic on intersecting roads are approximately equal and/or where a combination of high speed, restricted sight distance and an accident history indicates that assignment of right-of-way is necessary. Multi- Way Stop controls should not be used for controlling vehicular speeds. There are 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-torn 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-percentlie 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 the intersection indicates that the existing volumes are considerably lower than the applicable warrant criteria. Therefore, Multi-Way Stop signs are not justified at Mercedes Street and Sixth Street. Additionally, there were no reported accidents within a twelve-month period at this intersection. A copy of the analysis is included as Exhibit "B". A review of the vehicular volume and speed data collected along Mercedes Street from Moreno Road to Second Street indicates that the Average Daily Traffic (ADT) volume along Mercedes Street varies from 1,928 ADT south of Moreno Road to 954 ADT south of Main Street. Our review also indicates that Second Street between Mercedes Street and Old Town Front Street carries approximately 619 ADT. The vehicular volume data indicates that the ADT on Mercedes Street is appropriate for a roadway that primarily functions as a collector roadway and does not support the observation that Mercedes Street is being used excessively as a "bypass" to Old Town Front Street. The speed data indicates that the 854 percentile speed along Mercedes Street varies from 27 MPH south of Moreno Road to 33.5 MPH south of Main Street. Although the data indicates that some speeding does occur on this roadway, the majority of drivers are travelling at a reasonable and prudent speed for conditions on Mercedes Street. Moreover, the 85th percentile speeds observed on Mercedes Street are enforceable and are consistent with vehicle speeds observed on other City streets that function in a similar capacity. Based on the results of the speed data collected, the posted speed limit of 25 MPH is appropriate for conditions and no changes to the speed limit are necessary. Copies of the vehicular volume and speed data are included as Exhibit "C". Staff recommends denial of the request for Multi-Way Stop Controls at the intersection of Mercedes Street and Sixth Street and continued use of the radar trailer and enforcement of the existing speed limit. r:\traffic\commissn\agenda\2000\0413\mercedes@sixth.agn/ajp FISCAL IMPACT: None Attachmere: 1. Exhibit "A" - Location Map 2. Exhibit "B' - Multi-Way Stop Warrant Analysis 3. Exhibit "C" - Vehicular Volume and Speed Data EXHIBIT "A" LOCATION MAP EXHIBIT "B" MULTI-WAY STOP WARRANT ANALYSIS MERCEDES ST./SIXTH ST. STOP WARRA_MT Multi-Way Stop Warranting Software 03/27/00 Major Street: Minor Street: Date of Analysis: Name of Analyst: Case Number: Comments: 85th% Speed of Major Street: MERCEDES STREET SIXTH STREET 03/27/00 TONY 31 WARRANT ANALYSIS SUMMARY: WARPjLNT 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. WARR3tNT 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. MERCEDES ST./SIXTH ST. STOP WARRANT Multi-Way Stop Warranting Software 03/27/00 START TIME NB SB EB 100% 70% WB HOUR WARRANT WARRANT TOT MET MET COMBINATION WARPj~NT MET 0:00 2 0 0 19 21 1:00 0 0 1 16 17 2:00 0 1 0 20 21 3:00 2 0 1 9 12 4:00 4 4 0 9 17 5:00 7 15 0 11 33 6:00 21 38 2 2 63 7:00 21 62 9 16 108 8:00 55 48 12 46 161 9:00 33 72 14 2 121 10:00 37 70 24 1 132 11:00 49 113 31 1 194 12:00 78 85 33 19 215 13:00 58 70 22 16 166 14:00 40 107 30 20 197 18:00 62 126 31 9 228 16:00 56 135 26 9 226 17:00 78 64 41 11 194 18:00 30 27 14 2 73 19:00 14 22 13 16 65 20:00 14 17 6 46 83 21:00 6 2 4 2 14 22:00 4 2 0 1 7 23:00 3 3 2 1 9 EXHIBIT "C" VEHICULAR VOLUME AND SPEED DATA Barbara N. Sackerr CITY OF TEMECULA MERCEDES STREET BET MORENO ROAD - SIXTH STREET Counts Unlimited, Inc. 25424 Jaclyn Avenue Moreno Valley, CA 92557 DIRECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 T 909 247 &716 F 909 924 8604 E ctsunltd@aol,com CITY OF TEMECULA MERCEDES ST B/MORENO RD & SIXTH 24 HR SPEED SURVEY ST Begin int. 0- 16 21 Time Total 15 20 25 12:00 03/22 0 0 0 0 01:00 3 1 0 2 02:00 1 0 1 0 03:00 1 0 1 0 04:00 3 0 1 1 05:00 5 O O 2 06:00 12 0 1 8 07:00 24 1 4 14 08:00 35 1 4 17 09:00 59 1 12 20 10:00 44 4 14 17 11:00 57 6 16 32 12:00 pm 77 6 24 01:00 97 14 33 02:00 76 7 32 03:00 83 5 20 04:00 64 3 14 05:00 85 7 19 06:00 61 4 13 07:00 37 2 14 08:00 19 1 5 09:00 12 2 1 10:00 4 0 1 1i:00 5 1 0 Day Totals 864 66 230 _jlOUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 26 31 36 41 46 30 35 40 45 50 0 0 D 0 0 0 S 0 0 1 2 1 3 0 3 2 10 3 23 3 8 1 3 0 32 13 I 0 35 14 0 0 25 10 0 1 33 23 2 0 29 15 3 0 34 19 3 1 23 14 6 1 I4 5 1 1 7 5 1 0 8 1 0 0 2 1 0 0 3 1 0 0 358 173 28 4 51 56 61 66 55 60 65 70 Site Code: 154657 Start Date: 03/22/2000 File I.D.: TEMEMOSI Page : 1 71 76 75 9999 Grand Total 864 66 230 358 173 28 4 1 2 0 0 I 0 1 0 Speed Statistics. 15th Percentile Speed Median Speed (50th percentile Average Speed - All Vehicles 85th Percentlie Speed 95th Percentlie Speed I0 MPR Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number of vehicles > 55 MPH Percent of Vehicles > 55 MPH: 16 22 22 27 29 16-25 588 68.30% 2 .23% MPH MPH MPH MPH MPH MPH [ITY OF TEMECULA [ERCEDES ST B/MOREN0 RD & SIXTH :4 HR SPEED SURVEY ~egin Int. 0- 16 'ime Total 15 20 2:00 03/22 4 2 ml:00 3 1 ,2:00 0 0 13:00 0 0 ~4:00 1 1 5:00 2 0 16:00 9 2 17:00 19 4 ~8:00 59 11 ~9:00 55 13 .0:00 65 11 17 .I:00 75 10 18 ST 21 26 31 25 30 35 2 0 0 2 0 0 0 0 0 0 2 0 4 2 8 4 24 16 20 14 22 26 18 .2:00 pm 92 12 24 34 i9 2 0 I1:00 134 15 39 51 29 0 0 12:00 85 17 22 30 15 1 0 }3:00 69 I0 I4 28 15 1 0 14:00 72 8 20 27 10 6 0 }5:00 112 I0 21 43 33 4 I 16:00 108 6 20 40 34 6 1 )7:00 45 4 14 13 10 4 0 18:00 30 3 13 10 3 1 0 )9:00 14 2 3 ? 2 0 0 .0:00 7 1 3 1 2 0 0 ~l:O0 4 2 0 0 I 1 0 )ay Totals 1064 121 262 392 243 40 2 COUNTS UNLIMITED, INC. 909.247.6716 SOUTHBOUND 36 41 46 40 45 50 51 56 61 55 60 65 Site Code: 154657 Start Date: 03/22/2000 File I.D.: TEMHMOSI Page : 1 66 71 76 70 75 9999 ;rand Total 1064 121 262 392 243 40 2 1 0 0 1 0 0 2 0 ]peed Statistics. 15th Percentlie Speed : 16 MPH Median Speed (50th percentile): 22 MPH Average Speed - All Vehicles: 22 MPH 85th Percentile Speed : 27 MPH 95th Percentite Speed : 29 MPH 10 MPH Pace Speed : 16-25 MPH Number of Vehicles in Pace: 654 Percent of Vehicles in Pace: 61.85% Number of Vehicles > 55 MPB : 3 Percent of Vehicles > 55 MPH: .28% Barbara N. Sackerr ECE VED ~,",~ ~ ~ 2000 r i,-v/',: TEHpi'~ ~ A E 'IG'~';EEF, i :JG DEPA ~TME qT Counts Unlimited, Inc. 25424 Jaclyn Avenue Moreno Valley C-' ~2557 CITY OF TEMECULA MERCEDES STREET BETVVEEN SIXTH ST - FIFTH ST DIRECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 T 909 247 6716 F 909 924 8604 E ctsunltd@aoi.com ITY OF TEMECULA ERCEDES ST BETWEEN SIXTB ST & FIFTN ST 4 HOUR DIRECTIONAL SPEED COUNT egin Int. 0- 16 21 26 31 ime Total 15 20 25 30 35 2:00 03/14 2 0 0 2 0 0 1:00 0 0 0 0 0 0 2:00 0 0 0 0 0 0 3:00 2 1 I 0 0 0 4:00 4 0 1 2 0 1 5:00 7 2 1 2 2 0 6:00 21 3 7 5 4 2 7:00 21 0 3 6 6 3 8:00 55 1 6 8 19 18 9:00 33 0 3 11 10 5 0:00 37 1 3 11 13 7 1:00 49 0 5 12 20 8 2:00 pm 78 1 6 17 33 16 4 1 1:00 58 1 8 I1 15 15 6 2 2:00 40 1 6 12 14 5 2 0 3:00 62 1 3 14 20 18 4 1 4:00 56 1 8 2 15 25 4 1 5:00 78 I 9 21 29 14 2 2 6:00 30 0 5 1 16 4 3 1 7:00 14 0 2 1 5 2 3 1 8:00 14 0 0 5 6 0 1 1 9:00 6 1 2 1 2 0 0 0 0:00 4 0 2 1 1 0 0 0 1:00 3 0 0 2 0 1 0 0 lay Totals 674 15 81 147 230 144 45 I0 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 36 41 46 40 45 50 51 56 61 66 55 60 65 70 Site Code: 154663 Start Date: 03/14/2000 File I.D.: TEME65 Page ; 1 71 76 75 9999 ;rand Total 674 15 81 147 230 144 45 I0 1 1 0 0 0 0 0 peed Statistics. 15th Percentile Speed Median Speed (50th percentile Average Speed - All Vehicles 85th Percentlie Speed 95th Percentlie Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPH: 20 27 27 33 37 21-30 377 55.93% 0 .00% MPH MPH MPH MPN MPH MPH ITY OF TENBCULA 8RCEDES ST BETWEEN 4 HOUR DIRECTIONAL SIXTH ST & FIFTH ST SPEED COUNT egin Int. ime Total 2:00 03/14 I h00 I 2:00 0 3:00 2 4:00 0 5:00 4 6:00 14 7:00 33 8:00 52 9:00 36 0:00 56 hO0 59 16 21 26 31 20 25 30 35 0 I 0 1 0 8 0 0 0 1 0 1 0 0 0 1 I 2 3 8 3 1 7 12 13 6 13 27 5 3 9 19 5 4 19 23 7 6 26 20 5 2:00 pm 85 0 9 38 31 ? 0 1:00 81 1 12 26 26 15 0 2:00 78 1 14 27 20 14 2 3:00 90 2 19 26 32 I1 0 4:00 115 0 5 41 50 17 2 5:00 105 1 8 31 39 23 3 6:00 44 1 5 19 12 6 7:00 18 0 2 8 6 2 0 8:00 17 1 2 9 4 0 1 9:00 15 1 3 5 3 0 1 0:00 1 0 0 1 0 0 0 h00 1 0 1 0 0 0 0 ay Totals 908 12 106 315 330 130 I2 COUNTS UNLIMITED, INC. 909.247.6716 SOUTHBOUND 36 41 46 40 45 50 51 56 55 60 0 8 0 0 0 0 0 0 0 0 0 61 66 65 70 rand Total 908 12 106 315 330 130 12 2 0 0 0 0 0 1 0 peed Statistics. 15th Percentile Speed : 20 MPH Median Speed (50th percentlie): 25 MPH Average Speed - All Vehicles: 26 MPR 85th Percentile Speed : 30 MPH 95th Percentlie Speed : 33 MPH 10 MPH Pace Speed : 21-30 MPH Number of Vehicles in Pace: 645 Percent of Vehicles in Pace: 71.02{ Number of Vehicles > 55 MPR : i Percent of Vehicles > 55 MPH: Site Code: 154663 Start Date: 03/14/2000 File I.D.: TEME65 Page : 1 71 76 75 9999 Barbara N. Sackett RcCE!VED MAR 2 ~ 2_000 C!TY OF TEMEC',JLA B~GINEERiNG DEPART;',iEi,.IT CITY OF TEMECULA MERCEDES STREET BE"'I'VVEEN FIFTH ST - FOURTH ST Counts Untimited, Inc. 254:24 jadyn Avenue More-s valley, CA 92557 DIRECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 T 909 247 6716 F 909 924 8604 E ccsunltd@aol,com CITY OF TEMECULA MNRCHDES ST BET FIFTH ST & FOURTR 24 HOUR DIRECTIONAL SPEED SURVEY ST Begin In,. 0- i6 21 Time Total I5 20 25 12:00 03/15 , * * OhO0 02:00 * * * * 03:00 04:00 * * * * 05:00 06:00 * * * * 07:00 * * * 08:00 50 0 0 S 09:00 3I 1 0 6 10:00 38 4 3 10 11:00 54 4 2 12 12:00 pm 69 01:00 38 02:00 43 03:00 42 04:00 56 05:00 68 06:00 19 07:00 7 08:00 7 09:00 5 10:00 0 lhO0 I Day Totals 528 12:00 03/16 2 01:00 0 02:00 0 03:00 0 04:00 2 05:00 3 06:00 07:00 20 17 EOUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 26 31 36 4I 46 51 56 61 66 30 35 40 45 50 55 60 65 70 , , , t , , * * * , , , , , , t , t * * t * * * * * * , t , , t t * t t * * t t t , t , t t t t t t t t , t , t , t t t t , t , * t , * , , t 15 23 6 0 0 0 O 0 8 11 4 0 1 0 0 0 8 9 4 0 0 0 0 0 14 17 4 1 0 0 0 0 6 9 0 7 2 8 0 2 3 8 16 4 9 32 1 5 5 0 3 1 0 4 2 0 2 2 0 0 0 0 1 0 2I 92 I87 28 18 5 14 10 5 24 7 1 18 17 3 20 3 16 6 0 1 0 0 0 0 159 42 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 1 i 0 0 I 6 2 1 0 2 8 grand Total 566 19 24 102 199 Speed Statistics. 15th Percentile Speed Median Speed (50th percentih Average Speed - All vehicles 85th Percentlie Speed 95th Percentlie Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPH: 165 45 9 3 0 0 0 0 0 0 22 MPN 28 MPH 29 MPH 33 MPH 38 MPH 26-35 MPB 364 64.33% 0 .00% Site Code: 154666 Start Date: 03/15/2000 File I.D.: TEME54 Page : 1 71 76 75 9999 0 0 0 0 0 0 0 0 ~ITY OF TEMECULA {ERCEDES ST BET FIFTH ST ~ FOURTH 4 HOUR DIRECTIONAL SPEED SURVEY ST COUNTS UNLIMITED, INC. 909.247.6716 SOUTHBOUND ~egin Int. 0- 16 21 26 31 36 41 46 51 56 61 66 ',me Total 15 20 25 30 35 40 45 50 55 60 65 70 2:00 03/15 , , , , , + , , , , , , , I1:00 * ~2:00 * * * * * * * * * * + * * ~3:00 * * * 14:00 * * * * * * * * + * * * * ~5:00 * * + * * * * * * * * * * [6:00 )7:00 ~8:00 41 0 3 I0 11 11 5 1 0 0 0 0 0 {9:00 42 2 5 7 16 9 3 0 0 0 0 0 0 .0:00 47 0 3 12 16 I3 2 0 1 0 0 0 0 .1:00 70 0 2 20 29 17 2 0 0 0 0 0 0 ]rand Total 851 19 45 i76 294 .2:00 pm 84 5 5 14 25 21 )1:00 77 2 0 22 22 18 }2:00 63 0 2 9 22 23 )3:00 80 1 3 19 28 23 }4:00 108 1 1 18 35 34 15:00 97 1 4 12 44 I7 )6:00 42 1 2 8 13 14 )7:00 17 1 2 3 6 3 )8:00 16 0 0 7 6 2 )9:00 7 0 0 3 3 1 i0:00 2 0 0 0 2 0 LX:OO 3 0 0 2 1 O )ay Totals 796 14 40 166 279 206 [2:00 03/I6 2 0 1 1 0 )i:00 0 0 0 0 0 )2:00 0 0 0 0 0 )3:00 2 0 0 1 1 34:00 3 2 0 1 0 )5:00 6 0 i 2 3 )6:00 9 0 1 2 3 )V:00 33 3 2 3 8 10 219 ]peed Statistics. 15th Percentlie Speed : 21 MPH Median Speed (50th percentlie): 28 MPH Average Speed - All Vehicles : 29 MPB 85th Percentlie Speed : 33 MPR 95th Percentih Speed : 38 MPH 10 MPH Pace Speed : 26-35 MPH Number of Vehicles in Pace: 513 Percent of Vehicles in Pace: 60.30% Number of Vehicles > 55 MPB : 1 Percent of Vehicles > 55 MPH: .12{ 14 0 4 1 G 1 4 2 12 6 15 4 3 1 1 1 0 1 0 0 0 0 0 0 7I 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , , 76 20 1 0 0 0 1 0 0 Site Code: 154666 Start Date: 03/15/2000 File I.D.: TEME54 Page : 1 71 76 75 9999 , + , , , , , , , , 0 0 0 0 0 0 0 0 Barbara N, Sackett RECEIVED CiTY OF TE.~,t'.ECULA ENGI~,~FERiNG DEPARTMENT CITY OF TEMECULA MERCEDES STREET BETVVEEN FOURTH ST - MAIN ST DIREECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 T 909 247 6716 F 909 924 8604 E c~sunttd@aol.com CITY OF TEMECULA MERCEDES STREET B/ 24 HR SPEED SURVEY Begin Int. Time Total 12:00 03/21 1 01:00 0 02:00 2 03:00 0 04:00 0 05:00 3 06:00 11 0V:00 26 00:00 53 09:00 35 10:00 30 11:00 43 FOURTH ST & MAIN ST 0' 16 21 15 20 25 0 0 0 0 1 0 0 0 0 0 0 2 0 1 0 2 2 6 3 10 2 5 4 10 26 30 1 0 1 0 0 0 5 10 18 12 5 10 10 14 10 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 31 36 41 46 35 40 45 50 0 0 0 0 0 I 3 8 I8 12:00 pm 64 1 2 10 22 20 7 1 1 01:00 43 1 2 5 20 7 6 1 0 02:00 40 0 2 3 13 13 3 4 2 03:00 56 0 1 10 14 21 5 4 1 04:00 49 1 1 9 7 22 7 2 0 05:00 54 0 1 11 20 13 8 1 0 06:00 30 1 i 6 9 8 3 1 1 0V:00 7 0 0 4 0 1 0 2 0 08:00 9 0 0 2 3 4 0 0 0 09:00 9 0 0 I 5 2 1 0 0 10:00 4 0 0 2 2 0 0 0 0 11:00 1 0 0 1 0 0 0 0 0 Day Totals 570 8 22 100 186 166 61 21 5 51 56 61 66 55 60 65 70 Site Code: 154658 Start Date: 03/21/2000 File I.D.: TRNEPOMA Page : 1 71 76 75 9999 Grand Total 570 8 22 100 186 166 61 21 5 0 0 0 1 0 0 Speed Statistics. I5th Percentlie Speed : 22 MPH Median Speed (50th percentlie): 28 MPB Average Speed - All Vehicles: 30 MPR 85th Percentlie Speed : 35 MPE 95th Percentlie Speed : 39 MPE 10 MPH Pace Speed : 26-35 MPH Number of Vehicles in Pace: 352 Percent of Vehicles in Pace: 61.70% Number of Vehicles > 55 MPE : 1 Percent of Vehicles > 55 MPE: CITY OF TEMECULA MERCEDES STREET B/FOURTH ST & MAIN ST 24 HR SPEED SURVEY Begin Int. Time ToOal 12:00 03/21 0 01:00 0 02:00 3 03:00 3 04:00 ! 05:00 5 06:00 13 07:00 32 08:00 54 09:00 37 10:00 48 11:00 64 O- 16 I5 20 2i 26 25 30 0 0 0 0 0 0 0 1 2 1 I 1 0 1 0 1 2 1 2 3 6 2 6 i7 2 9 23 3 9 11 10 2 10 25 7 5 21 22 13 12:00 pm 91 01:00 73 32:00 52 33:00 93 )4:00 95 35:00 109 16:00 52 37:00 12 38:00 11 39:00 9 LO:O0 2 [1:00 0 )ay Totals 859 COU~TS UNLIMITED, INC. 909.247.6716 SOUTHHOUND 31 36 41 46 35 40 45 50 0 D 0 0 0 0 0 3 0 0 0 0 0 0 0 1 0 0 2 0 0 5 I 0 17 3 0 4 0 3 0 3 0 5 24 36 19 5 1 2 17 31 20 3 0 3 6 24 15 2 2 1 25 38 21 7 1 2 10 57 16 6 2 7 25 34 28 11 2 2 19 20 8 3 0 2 d 3 2 1 0 0 3 4 2 2 0 0 1 4 4 0 0 0 1 1 0 0 0 0 0 0 0 0 0 42 198 360 190 54 9 51 56 61 66 55 60 65 70 ]rand Total 859 4 42 198 360 190 54 9 1 0 1 0 0 0 0 22 27 28 33 37 21-30 558 64.90% 1 .12% MPH MPR MPH MPH MPH MPH ]peed Statistics. 15th Percentlie Speed Median Speed (50th percentlie Average Speed - All Vehiclee 85th Percentlie Speed 95th Percentlie Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPH: Site Code: 154658 Start Date: 03/21/2000 File I.D.: TEMEFOMA Page : 1 7i 76 75 9999 Barbara N. Sackett RErc \fEn CiTY OF TEMEC',JLA ENGINEERING DEPARTMENT 'CITY OF TEMECULA MERCEDES STREET BE'T'VVEEN MAIN ST - TI--JIRD ST Counts Unlimited, Inc. 25424 Jaclyn Avenue Moreno Valle CA 92557 DIRECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 ' T 909 247 6716 F 909 924 8604 E ctsunltd@aol.com CITY OF TEMECULA HERCEDES STREET B/MAIN ST & TRIRD ST 24 BR SPEED SURVEY Begin Int. 0- 16 Time Total 15 20 12:00 03/16 2 0 01:00 0 0 02:00 0 0 08:00 1 1 04:00 2 2 05:00 1 1 06:00 9 1 07:00 20 1 08:00 48 1 09:00 29 2 10;00 28 1 lh00 31 0 12:00 pm 60 4 0h00 30 3 02:00 21 1 03:00 23 1 04:00 55 4 05:00 38 2 06:00 10 1 07:00 4 0 08:00 4 O 09:00 1 0 1O:00 2 0 lh00 0 0 Day Totals 419 12 30 21 26 31 25 30 35 1 1 0 0 0 0 0 0 0 0 0 0 2 2 0 8 28 13 8 9 4 6 6 13 I5 25 8 5 2 5 11 8 1 1 9 4 6 0 1 4 7 9 2 0 16 14 12 5 3 13 13 8 1 1 4 4 0 0 1 0 0 1 1 2 1 2 0 0 1 0 0 1 0 0 I 1 0 0 0 0 0 0 0 0 117 133 82 28 14 COUNTS UNLIMITED, INC. 909.247.6716 NORTHBOUND 36 41 46 40 45 50 51 56 61 55 60 65 Site Code: 154662 Start Date: 03/16/2000 File t.D.: THMEMATH Page : 1 66 71 76 70 75 9999 Grand Total 419 12 30 117 133 82 28 14 2 0 0 0 0 I 0 Speed Statistin. 15th Percentlie Speed : 21 MPH Median Speed (50th percentlie): 27 MPH Average Speed - All Vehicles: 28 MPH 85th Percentih Speed : 33 MPH 95th Percentlie Speed : 38 MPH I0 MPR Pace Speed : 21-30 MPH Number of Vehicles in Pace: 250 Percent of Vehicles in Pace: 59.63% Number of Vehicles > 55 MPB : 1 Percent of Vehicles > 55 MPH: .24% CITY OF TEMECULA MERCEDE8 STREET E/MAIN ST & THIRD 24 HR SPEED SURVEY ST Begin Int. 0- i6 21 26 Time Total 15 20 25 30 12:00 03/16 2 0 0 2 0 01:00 0 0 0 0 0 02:00 3 1 1 0 1 03:00 1 0 0 0 1 04:00 3 0 1 0 2 05:00 4 0 1 2 1 06:00 7 0 0 3 2 0V:00 27 1 2 6 6 08:00 38 1 0 I1 13 09:00 25 1 0 6 10 10:00 26 0 1 4 13 11:00 46 4 2 15 13 COUNTS UNLIMITED, INC, 909.247.6716 SOUTHBOUND 31 36 41 46 35 40 45 50 11 5 4 7 12:00 pm 64 0h00 41 02:00 48 03:00 04:00 60 05:00 60 06:00 14 07:00 10 08:00 5 09:00 6 10:00 I 11:00 3 Day Totals 535 t3 0 10 27 18 4 2 3 10 9 14 2 1 1 11 15 15 5 1 5 5 11 12 5 2 3 6 25 17 5 2 4 8 14 19 I1 2 1 2 4 4 2 1 0 2 1 4 2 I 0 1 2 1 1 0 0 3 3 0 0 0 0 0 1 0 0 0 0 2 0 I 0 0 25 109 174 139 52 17 51 56 61 05 60 65 Grand Total 535 13 25 I09 174 139 52 17 3 0 1 0 1 1 0 Speed Statistics. 15th Percentih Speed : 22 MPH Median Speed (50th percentlie): 28 MPH Average Speed - All Vehicles: 29 MPH 85th Percentlie Speed : 34 MPH 95th Percentile Speed : 39 MPH 10 MPB Pace Speed : 26-]5 MPH Number of Vehiclee in Pace: 313 Percent of Vehicles in Pace: 58.48% Number of Vehicles > 55 MPR : 3 Percent of Vehicles > 55 MPH: .56% Site Code: 154662 Start Date: 03/16/2000 File I.D.: TEMBMATH Page : 1 66 71 76 70 75 9999 0 0 0 0 0 0 0 0 0 0 0 0 , Barbara N. Sackett RErFIVFD .~i;,,-', ~ ~ 2000 C',T f 5: TEMECULA ENGiNEERiNG DEPARTMENT CITY OF TEMECULA SECOND STREET BETVVEEN MERCEDES - FRONT ST Counts Unlimited, Inc. 25424 Jaciyn Avenue Moreno Valley ~ZA q2557 DIRECTIONAL SPEED SURVEY 24 HOUR COUNT MARCH 2000 T 909 247 6716 F 909 924 8604 E ctsunltd@aoi,com ITY OF TEMECULA ECOND STREET BET MERCEDES & FRONT ST 4 HOUR DIRECTIONAL SPEED SURVEY egin Iut. 0- ime Total 15 2:00 03/14 2 0 1:00 0 0 2:00 0 0 3:00 0 0 4:00 2 1 5:00 0 0 6:00 3 1 7:00 10 8:00 22 1 9:00 21 d 0:00 20 1 I:00 29 2 16 21 20 25 13 26 31 30 35 1 0 0 0 1 0 2 4 9 4 5 6 2:00 pm 16 0 3 4 7 1 1:00 17 1 7 2 5 2 2:00 20 1 5 6 7 1 3:00 22 0 2 6 12 2 4:00 22 I 1 0 9 2 5:00 12 I 4 4 3 0 6:00 10 0 1 3 2 4 7:00 1 0 0 0 1 0 8:00 5 0 0 2 1 2 9:00 2 1 1 0 0 0 0:00 2 0 1 0 0 1 1:00 1 0 1 0 0 0 ay Totals 239 16 51 69 79 21 COUNTS UNLIMITED, INC. 909.247.6716 EASTBOUND 36 41 46 40 45 50 51 56 61 66 55 60 65 70 Site Code: 154667 Start Date: 03/14/2000 File I.D.: TE2MEFR Page ; 1 71 76 75 9999 rand Total 239 16 51 69 79 21 2 0 0 0 1 0 0 0 0 peed Statistics. 15th Percentile Speed Median Speed (50th percentile Average Speed - All Vehicles 85th Percentile Speed 95th Percentlie Speed 10 MPH Pace Speed Number of Vehicles in Pace Percent of Vehicles in Pace Number Of Vehicles > 55 MPH Percent of Vehicles > 55 MPH: 17 23 24 28 32 21-30 148 61.92% 1 .42% MPH MPR MPH MPH MPH MPH ]ITY OF TEMECULA ;ECOND STREET BET MERCEDES & FRONT ST !4 EOUR DIRBCTIONAL SPEED SURVEY 3egin int. Fime Total [2:00 03/14 1 31:00 2 )2:00 I 33:00 1 )4:00 0 35:00 2 )6:00 1 )7:00 14 )8:00 28 )9:00 I5 LO:O0 24 LI:00 27 16 21 26 20 25 30 0 1 0 0 0 2 1 0 0 0 I 0 0 0 0 0 2 0 0 1 0 5 5 2 4 9 11 5 5 4 4 10 9 6 I1 9 L2:00 pm 36 0 5 12 16 3 )1:00 34 2 10 14 7 1 )2:00 38 3 3 20 10 2 )3:00 33 5 8 10 9 1 34:00 51 1 8 18 18 5 )5:00 39 0 5 18 14 2 )6:00 15 0 4 2 5 4 )7:00 5 0 1 1 3 0 )8:00 6 0 0 3 2 1 )9:00 5 0 2 1 2 0 [0:00 2 1 1 0 0 0 L1;O0 0 0 0 0 0 0 )ay Totals 380 18 72 144 123 22 COUNTS UNLIMITED, INC. 909.247.6716 WESTBOUND 31 36 41 46 35 40 45 50 51 56 61 66 55 60 65 70 Site Code: 154667 Start Date: 03/14/2000 File I.D.: TE2MRFR Page : 1 7I 76 75 9999 )rand Total 380 18 72 144 I23 22 1 0 0 0 0 0 0 0 0 ;peed Statistics. 15th Percentlie Speed : 17 MPH Median Speed (50th percentlie): 23 MPH Average Speed - All Vehicles: 24 MPN 85th Percentlie Speed : 28 MPH 95th Percentile Speed : 31 MPH 10 MPN Pace Speed : 21-30 MPH Number of Vehicles in Pace: 267 Percent of Vehicles in Pace: 70.29{ Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH: .00{ Barbara N. Sackett CITY OF TEMECULA MERCEDES STREET / SIXTH .STREET Counts Unlimited, Inc. 25424 laclyn A~venue Moreno Va~l CA 92557 24 Hour Entering Volume Count March 2000 909 247 6716 909 924 8604 ctsunltd@aoL.com ~ITY OF TEMECULA N/S: MERCEDES STREET UW: SIXTH STREET 24 HOUR ENTERING VOLUME COUNT Begin < ...... EBND Time A.M. P.M. 12:00 03/14 11 12:15 7 I2:30 4 12:45 * 11 01:00 5 01:15 4 01:30 7 01:45 1 6 02:00 14 02:15 6 02:30 4 02:45 + 6 03:00 6 03:15 5 03:30 8 03:45 1 12 04:00 I0 04:15 9 04:30 2 04:45 * 5 05:00 5 05:15 7 05:30 16 05:45 * 13 06:00 6 06:15 5 06:30 0 06:45 2 3 07:00 4 07:15 5 07:30 1 07:45 9 3 08:00 1 08:15 1 08:30 3 08:45 12 1 09:00 0 09:15 0 09:30 2 09:45 14 2 10:00 0 10:15 0 10:30 0 10:45 11 24 0 11:00 9 2 11:15 I0 0 11:30 5 0 11:45 7 31 0 Totals 94 222 Day Totals 316 Split % 58.0% 59.3% 33 22 3O 3I 26 41 14 13 2 68 41,9% COUNTS UNLIMITED, INC. 909.247.6716 WBND 10 21 16 220 EAST/WEST ...... >< ...... Combined P.M. A.M. 7 7 1 4 I9 * 3 10 2 1 16 1 11 3 4 2 20 1 1 3 4 9 2 3 0 2 4 9 * 1 6 1 3 11 2 0 0 0 2 8 0 7 2 7 16 16 7 27 5 7 46 19 1 1 0 11 0 2 3 24 0 13 0 7 1 8 0 1 17 45~ 0 11 1 12 0 11 0 1 13 47 152 162 536 40.6% P.M. 18 14 5 15 52 ~ 14 9 7 38~k, 25 9 8 s 5o ~ 7 6 1i 16 40 ~- 13 9 4 9 35 6 13 17 16 52 ~ 8 5 0 3 16 4 12 3 10 29 8 28 8 s 52 ~ 1 1 2 2 6 0 0 1 0 1 2 I 0 3 374 Site Code: 1546 Start Date: 03/14/2000 File I.D. TEME6EN Page 1 Tuesday Peak Hour 10:30 05:15 10:00 07:45 10:45 01:15 Volume 35 42 21 46 51 55 P.H.F. .79 .65 .58 .42 .75 .55 2ITY OF TEMECULA 48RCEDRS STREET & SIXTH STREET 24 HR ENTERING VOLUNE COUNT Begin < ...... NBND rime A.M. 12:00 03/14 12:15 12:30 12:45 2 01:00 01:15 01:30 01:45 * 02:00 02:15 02:30 02:45 * 03:00 03:15 03:30 03:45 2 04:00 04:15 04:30 04:45 4 05:00 05:15 05:30 05:45 7 06:00 06:15 06:30 06:45 21 07:00 07:15 07:30 07:45 10 21 08:00 17 08:15 11 08:30 16 08:45 11 55 09:00 8 09:15 9 09:30 6 09:45 10 33 10:00 7 I0:15 14 10:30 10 I0:45 6 37 lhOO 1I 11:15 10 11:30 18 lh45 10 49 Totals 231 Day Totals 674 Split % 35,3% ...... >< ...... P,M. A,M. 18 15 27 18 78 12 17 10 19 58 6 14 10 10 40 9 I8 t4 2i 62 9 12 18 17 56 19 18 22 19 78 11 9 6 4 30 19 3 20 3 t6 3 11 5 14 15 4 11 6 16 3 7 1 14 14 2 26 1 14 1 1] 2 6 19 1 17 1 17 I 24 1 4 12 2 24 1 32 0 31 0 3 26 443 423 40.1% 64.6% COUNTS UNLIMITED, INC. 909.247.6716 NORTH/SOUTH SBND ...... >< ......Combined P,M. A,M. 35 0 16 0 21 * 13 85 1 2 11 0 15 0 26 0 + 18 70 0 , I28 ~4 15 1 29 0 28 0 1 35 107 0 1 147 ~ 31 0 36 1 19 0 * 40 126 1 2 188 ~ 41 I 33 2 29 2 4 32 135 3 8 191 30 5 15 4 33 10 7 32 15 9 64 6 22 28 I42 11 5 22 9 11 18 4 18 10 38 3 27 25 59 7 57 6 25 9 8 20 11 6 13 9 62 2 22 25 83 7 36 5 28 9 5 27 11 4 23 7 48 3 17 25 103 4 31 0 34 2 1 23 2 0 19 72 t 2 29 105 3 8 1 24 2 1 31 2 0 34 1 70 0 2 I8 107 7~ 1 6 0 35 2 I 42 2 I 49 1 113 1 3 36 162~' 1 6 660 654 1103 1083 1757 59,8% ...... > P.M. 53 31 48 31 163/~ 23 32 36 37 21 43 38 45 40 54 33 61 50 45 47 49 49 Site Code: 15466338 Start Date: 03/14/2000 File I.D.: TEMESINS Page : 1 Tuesday Peak Hour 08:00 Volume 55 P.H.F. .B0 12:00 lh00 03:45 lh00 03:45 76 113 143 162 203 .72 .88 .87 .82 .83 ITEM NO. 3 AGENDA REPORT TO: FROM: DATE: SUBJECT: Public/Traffic Safety Commission All Moghadam, P.E., Senior Engineer, Traffic April 13, 2000 Item 3 Extension of Mercedes Street - Second Street to First Street RECOMMENDATION: That the Public/Traffic Safety Commission receive and file the report regarding the extension of Mercedes Street between Second Street and First Street. BACKGROUND: At the meeting of January 27, 2000, the Public/Traffic Safety Commission requested that staff review the possibility of connecting Mercedes Street to First Street to improve traffic circulation along Old Town Front Street. The public has been notified of the Public/Traffic Safety Commission's consideration of this issue through the agenda notification process. Mercedes Street is a 30 foot wide local roadway that functions as a collector roadway providing direct access to Moreno Road, Main Street and ultimately Old Town Front Street. At the intersection with Sixth Street, Mercedes Street is approximately 37 feet wide. The speed limit is posted at 25 MPH on Mercedes Street between Sixth Street and Second Street. First Street is a 32 foot wide local roadway that currently terminates approximately 300 feet east of Old Town Front Street. The prima facie speed limit is 25 MPH on First Street. Subsequent to the Commission's request, vehicular volume data was collected along Mercedes Street, Old Town Front Street and Second Street to establish existing traffic circulation patterns. The data indicates that the Average Daily Traffic (ADT) volume on Mercedes Street ranges from 1,928 ADT south of Moreno Road to approximately 954 ADT south of Main Street. The data also indicates that the vehicular w~lume on Second Street is approximately 619 ADT. It is very likely that the majority of the Second Street vehicular volume is in t~tct "bypass" traffic. In order to extend Mercedes Street to First Street, it will be necessary to purchase rights-of-way from three 13) parcels that are privately held, and secure a roadway easement over Caltrans held right-of-way. The approximate cost for right-of-way purchase for the throe (3) parcels could vary from $150,000 to $300,000. This cost estimate is based on the property's assessed value and may be very conservative. In some cases it may be necessary to purchase the entire parcel if the right-of-way acquisition creates an unusable parcel. In addition to the right-of-way costs, there are costs associated with the construction of the improvements. The estimated cost to improve Mercedes SWeet from Second Street to First Street could vary from $75,000 to $100,000 depending on the types of improvements installed (i.e., curb, gutter and sidewalk versus A.C. berm with no sidewalk). The total combined costs of right-of-way and roadway improvements are approximately between $225,000 to $300,000. Based on the projected vehicular volume traffic (619 ADT) that is likely to use this segment of roadway, the construction costs outweigh the benefits of the improvements. However, if the commission desires to pursue this issue further, a recommendation can be made to the City Council to consider this item in the upcoming Fiscal Year 2000-2001 Capital Improvement Program budget preparation process. Another factor to consider is, that with the construction of the First Street Bridge west of Old Town Front Street, the east and west legs of First Street will be offset by approximately 200 feet with no direct connection between the two (2) segments of roadway. The intersection offset will make this a less desirable bypass route to travel. Moreover, it is likely that the bypass traffic patterns will shift from Mercedes Street to Pujol Street when the bridge construction has been completed, thereby reducing vehicular volumes on Mercedes Street. FISCAL IMPACT: None Attachment: 1. Exhibit "A" - Location Map 2. Exhibit "B" - Vehicular Volume and Speed Data 3. Exhibit "C" - Assessors Parcel Map 4. Exhibit "D" - Old Town Front Street at First Street Realignment Plan EXHIBIT "A" LOCATION MAP EXHIBIT "B" VEHICULAR VOLUME AND SPEED DATA EXHIBIT "C" ASSESSORS PARCEL MAP FROAfT ..... ST. 4 EXHIBIT "D" OLD TOWN FRONT STREET AT FIRST STREET REALIGNMENT PLAN ITEM NO. 4 TO: FROM: AGENDA REPORT Public/Traffic Safety Commission ,~Ali Moghadam, P.E., Senior Engineer, Traffic DATE: April 13, 2000 SUBJECT: Item 4 Public/Traffic Safety Commission Meeting Schedule - April 27, 2000 RECOMMENDATION: That the Public/Traffic Safety Cornmission direct the Secretary to cancel the meeting of April 27, 2000 and adjourn to the meeting of May 11, 2000. BACKGROUND: The City Council has scheduled a Workshop on April 27, 2000 regarding the Riverside County Integrated Plan (RCIP). Since this is the same date as the Public/Traffic Safety Commission's regular meeting, staff is recommending canceling the meeting of April 27, 2000 and adjourning to the next regular meeting of May 11, 2000. FISCAL IMPACT: None r:\traffic/commissn\agenda\2000\0413\rescheclule mtg/aJp ITEM NO. 5 TRAFFIC ENGINEER'S REPORT CAPITAL IMPROVEMENT PROJECTS Monthly Activity Report February / March 2000 Pmparexi By: Amer Attar Submitted by: William G. Hughes Dat~: March 28, 2000 PROJECTS UNDER CONSTRUCTION 1. 1-15/Overland Drive Overcrossing Improvement Work on this project is almost complete. Only minor change order work remains. Contractor is to submit "As- Builts.' 2. Pala Road Bridge The Pala Road Bridge is now open to through traffic. The Rainbow Canyon detour and Cupeno closure have been implemented. Starting on March 24, 2000, Rainbow Canyon Road is open to traffic during commute time, nights and weekends. 3. Pujol Street Sidewalk, Curb & Gutter Construction on this project started on January 20, 2000. The improvements include the construction of curb and gutter, side~valk, asphalt concrete pavement, driveways and driveway approaches and extending a storm drain line. The storm drain line has been completed. Concrete curb & gutter have been poured and the contractor is working to form and pour the sidewalks and build the headwall. Completion is scheduled for April 24, 2000. 4. Pavement Management System FY99-16, Winchester Road This project will rehabilitate Winchester Road from Diaz to Jefferson. The City Council awarded the contract to E. L Yeager for $360,440. The pre-ennstruction meeting was held on February 9, 2000. Consauction was delayed due to weather. Most of the rehabilitation work will be completed over two-weekends. The first part of the work, the outside lancs, was completed at 5:00 a.m., Monday, March 27. The inside lanes will be done the following weekend. Striping and loop detectors installation will be done at night, the following week. Consauction is scheduled for completion in early May 2000. 5. Margarita Community Park Lighting and Fencing This project will install new light assembly on the existing poles and install a new fence in margarita Park. Construction on this project started on February 7, 2000. The contractor installed the fence and began trenching and installing the conduit. Project completion is expected in early Aprii 2000. 6. First Street Bridge This project will construct First Street from Pujol Street to Front Street, including the construction of a bridge over Murricta Creek and the realignment of Santiago Road. The new intersection of First Streek Front Street and R:~vlonthlyActivityReport\CIP\99\February Santiago Road will be signalized. Construction on this project started late February. The contractor completed clearing Mum eta Creek before the March 15 environmental deadline. Stage I of the work is set to start. This stage includes work along the west side of Front Street and Pujol Street. In addition, waterline relocation is to be done simultaneously. Completion is scheduled for January 2001. 7. North General Kearney ~ La Colima Walkway Construction on this project was just completed. This project installed a walkway from base material along the existing AC berm on North General Kearny and added an AC berm to close the gap between the existing curb, gutter and sidewalk and berm. PROJECTS BEING BID 1. Sports Park Tot Lot Equipment Replacement This project will replace the tot lot equipment at the Rancho California Sports Park. Plans, Specifications and Cost Estimate (PS & E) were completed and the City received authorization from the Economic Development Agency (EDA) to advertise for bids. CDBG funds (Federal) are funding this project. Bids are scheduled to be opened on April |2, 2000. PROJECTS IN DESIGN 1. Pavement Management System This project will provide street rehabilitation of Jefferson Avenue from the northerly City limits to Rancho California Road. This project will also include the installation of streetlights along the entire length of Jefferson Avenue. Pavement and street light design is in progress. 2. Old Town Parking Lots This project consists of two proposed parking lots. One will be located on the west side of Front Street just north of Second Street, and the other lot is located on the south side of Fourth Street west of Front Street. The project is currently being designed in-house. A landscape architect and an electrical consultant are being utilized to do the specialty work. The design for the Second Street parking lot is being ~nalized. This project is scheduled to be advertised for bids in April. Design For Fourth Street Parking Lot is on hold pending the Mercantile building plans. 3. Diaz Road Realignment The consultant presented to the City two different alignments for Diaz as it is approaching Rancho California Road. Staff reviewed the available three alignment choices (one from a previous study) and gave the consultant direction on the preferred alternative. The consultant submitted 30% completed plans based on staff direction. Staff completed a traffic circulation and right of way impact analysis and a preferred alignment has been established. Individual meetings will be held with property owners to discuss and present to them the new alignment and its impacts to their properties. The consultant was directed to proceed with the design. 70% plans wilt be submitted in April 2000. 2 R:\MonthlyActivityRcport\CIP\99\February 4. Margarita Road Widening, Pauba Road to Dartolo Road The consultant completed 70% plans and submitted them to the City. Staff reviewed these plans and provided the consultant with input and comments on many issues that were miser. A minor delay is expecmd due to utility and developer's (Home Depot) coordination. The design is moving forward. Design completion is expected in May 2000. 5. Santa Gertrudis Bridge Widening at 1-15 This is Phase II of the Southbound Auxiliary Lane at Winchester Road projecL This project will widen the 1-15 southbound off-ramp at the Santa Gertrudis Creek Bridge to provide for an additional lane from the freeway to just north of Winchester Road. The design consultant submitted the 1't plan check to the City and Caltrans the first week of January. Staff is currently reviewing the plans and providing the consultant with input. Comments from Caltrans are pending. 6. Traffic Signals Design at Pala Road and Loma Linda and at Pala Road and Wolf Valley The consultant submitted the preliminary design plans for the Loma Linda intersection to the City. The City is reviewing these plans. Wolf Valley intersection plans are expected at the end of March. Final plans for both signals will be completed in April 2.000 and the project will be ready to advertise for bids. 7. Pala Road Improvements - Phase II (79 South to Pechanga Road) Design of this project is proceeding as scheduled. Preliminary design work include geotechnical investigation, environmental assessment, surveying and utility research. In addition, staff is coordinating the work with the Pechangas and Spring Pacific Properties, the developer for Wolf Creek. 30% plans are expected in early April 2000. The design is to be completed in August 2000. 8. Calle Aragon Park Drainage Structures Staff is designing a storm drain line to carry, nuisance water that accumulates at the park to the City's storm dram system and fix the drainage problem. Plans and Specifications are complete. TCSD is reviewing the plans. This project will be advertised for bids in April (as soon as TCSD comments are received and addressed). 9. Rancho California Road Median Modifications at Town Center Under this project, the two median openings at Target and at the Claim Jamper will be closed and the left turn pockets at Town Center and the church will be lengthened. Design completion is expected in early June 2000. 10. Sports Park Pond Desiltation This project will clean up the Desiltation Pond in the Sports Park by removing silt from it to allow proper drainage dewnstrean~. The consultant, Armslrong Development Services, is currently making their final revisions to the design plans. This project is scheduled to be advertised for bids in April 2000. ll. Adding an Additional Lane On Ynez Road Between Tierra Vista and Rancho Vista This project will add a second southbound lane to Ynez Road between Tierra Vista and Rancho Vista. The project area is to be surveyed and staff will do the design. A modified striping plan for Ynez Road within the proposed prc~icct has been prepared. 3 R:\MonthlyActivityRcport\CIP\99\February 12. Senior Center Expansion The expansion will include and addition of 3000 square feet of building area for recreational, office, and meeting purposes. The project is currently under design. 13. Chaparral High School Swimming Pool A swimming pool will be constructed inside Chaparrai High School. The kick-off meeting for the design committee, including the architect RKM Design Group, City staff, School Disu-ict staff and the swim club, was held on January. 11, 2000. A community workshop was held on February 12, 2000 at the high school A tour of the a number of aquatic facilities was conducted on March 1, 2000. The design committee is to meet and decide on the type of facility to be built. 14. Temecula Library A full service library, approximately 35,000 square feet in area, will be designed and built on Pauba Road, next to Fire Station #84. This project will provide the commumty with library resources and services. The design committee kick-off mecting was held on January 25, 2000. A layout and a theme were approved by the design comrmttee. The cernrmttec has come to consensus on the building form and appearance, and interior and furniture layout( minor adjustments were requested by the committee and are being done by the architect). The parking lot theme is being finaiized by the architect. Design is scheduled for completion in July 2000. 4 R:xxM°nthlYActivitYReP°rt\ClP\99\Febn~arY I,- Z U.I LM ._1 I-- MEMORANDUM TO: Bill Hughes, Director of Public Works/City Engineer FROM: ~,~Brad Buron, Maintenance Superintendent DATE: March 6, 2000 SUBJECT: Monthly Activity Report - February, 2000 The following activities were performed by Public Works Department, Street Maintenance Division in-house personnel for the month of February, 2008: I. SIGNS A. Total signs replaced 31 B. Total signs installed 12 C. Total signs repaired 20 II. TREES A. Total trees tdmmed for sight distance and street sweeping concerns 8 4.388 54 283 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 11,980 VI. GRAFFITI REMOVAL A. Total locations B. Total S.F. 67 2,690 VII. STENCILING A. 6 New and repainted legends B. 0 L.F. of new and repainted red curb and striping Also, City Maintenance staff responded to 38 service order requests ranging from weed abatement, tree trimming, sign repair, A.C. failures, litter removal, and catch basin cleanings. This is compared to 32 service order requests for the month of January, 2000. The Maintenance Crew has also put in 150 events and response to street emergencies. hours of overtime which includes standby time, special The total cost for Street Maintenance performed by Contractors for the month of February, 2000 was $52~517.60 compared to $26~606.00 for the month of January, 2000. Account No. 5402 $ 49,396.50 Account No. 5401 $ 32,071.10 Account No. 999-5402 $ 1,050.00 Ron Parks, Deputy Director of Public Works All Moghadam, Senior Engineer - (CIP/Traffic) Greg Butler, Senior Engineer - (Capital Improvements) Amer Attar, Senior Engineer - (Capital Improvements) Jerry Alegda, Senior Engineer - (Land Development) DATE 02/01/00 02/02/00 02/04/00 02/09/00 02/09/00 02/09/00 02/11/00 02/15/00 02/17/00 02/17/00 02/17/00 02/17/00 02/22/00 02/23/00 02/24/00 02/25/00 02/28/00 02/29/00 02/29/00 02/29/00 02/29/00 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ROADS DIVISION GRAFFITI REMOVAL MONTH OF FEBRUARY, 2000 LOCATION 6m STREET PHONE BOOTH 42200 RANCHO CALIFORNIA ROAD WINCHESTER ROAD MAIN STREET & PUJOL MAIN STREET BRIDGE McCABE COURT 1,000' SOUTH OF VISTA PAINT 6TM STREET AT PUJOL VIA GILBERTO AT PALA ROAD TARGET CENTER MADISON AT END TARGET CENTER 42145 LYNDIE LANE LOMA LINDA / PALA ROAD AREA LOMA LINDA / PALA ROAD AREA LOMA LINDA / PALA ROAD AREA LOMA LINDA / PALA ROAD AREA 31071 CAMINO VERDE 44535 BEDFORD COURT 31320 VIA EDUARDO 31360 VIA EDUARDO WINCHESTER AT MARGARITA MEADOWS ( 7 LOCATIONS) (17 LOCATIONS) ( 8 LOCATIONS) (16 LOCATIONS) 2 LOCATIONS) 2 LOCATIONS) WORK COMPLETED REMOVED 4 S.F. OF GRAFFITI REMOVED 2 S.F. OF GRAFFITI REMOVED 24 S.F. OF GRAFFITI REMOVED I S.F. OF GRAFFITI REMOVED 134 S.F. OF GRAFFITI REMOVED 512 S,F. OF GRAFFITI REMOVED 3 S.F. OF GRAFFITI REMOVED 87 S.F. OF GRAFFITI REMOVED 488 S.F. OF GRAFFITI REMOVED 21 S.F. OF GRAFFITI REMOVED 46 S.F. OF GRAFFITI REMOVED 98 S.F. OF GRAFFITI REMOVED 184 S.F. OF GRAFFITI REMOVED 350 S.F. OF GRAFFITI REMOVED 181 S.F. OF GRAFFITI REMOVED 438 S.F. OF GRAFFITI REMOVED 2 S.F. OF GRAFFITI REMOVED 4 S.F. OF GRAFFITI REMOVED 85 S.F. OF GRAFFITI REMOVED 20 S.F. OF GRAFFITI REMOVED 6 S.F. OF GRAFFITI TOTAL S.F. GRAFFITI REMOVED 2~690 TOTAL LOCATIONS 67 Z 0 ~