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CC SR 20241119 02 - Western Ave Update CITY COUNCIL MEETING DATE: 11/19/2024 AGENDA REPORT AGENDA HEADING: Regular Business AGENDA TITLE: Consideration and possible action to receive an update report on various City projects along the Western Avenue Commercial Corridor. RECOMMENDED COUNCIL ACTION: (1) Receive and file an update on the Western Avenue Storefront Commercial Improvement Program, Western Avenue Commercial Corridor Traffic Flow Improvement Project, and Western Avenue Beautification Project; (2) Award a professional services agreement to Iteris, Inc. (Iteris) in the amount of $508,820 with a 15% contingency of $76,323 for a total cost of $585,143; for final engineering, construction bidding, construction support, and associated services to implement the Western Avenue Traffic Flow Improvements Project; (3) Approve Amendment No. 1 to the professional services agreement with Nuvis Landscape Architecture, Inc. (Nuvis) to finalize the plans, specifications, and estimates for the Western Avenue Beautification Project; increasing the amount of the agreement by $45,025 from $183,818 to $228,843 and extending the term by two years; and, (4) Authorize the Mayor and City Clerk to execute the Agreement and Amendment, in a form approved by the City Attorney. FISCAL IMPACT: Funding necessary for the professional services agreement with Iteris for the Western Avenue Traffic Flow Improvement Project is included in the adopted FY 2024-25 Capital Improvement Program, with funding from the Measure M (Grant) Fund. Funding necessary for Amendment No. 1 to the professional services agreement with Nuvis for the Western Avenue Beautification Project is included in the adopted FY 2024-25 Capital Improvement Program. VR Amount Budgeted: Western Ave Traffic Flow Improvements: $1,873,733 Western Ave Beautification: $4,876,635 Additional Appropriation: N/A Account Number(s): Western Ave Traffic Flow Improvements 221-400-8809-8XXX $1,622,733 (Measure M – Grant – Western Ave. Traffic Flow) 215-400-8809-8XXX $251,000 (Prop C – Western Ave. Traffic Flow Improvements) 1 Western Ave Beautification 333-400-8840-8001 $52,300 (ARPA – Western Ave Beautification – Prof/Tech) 330-400-8840-8XXX $4,824,335 VR-52 (CIP – Western Ave Beautification) ORIGINATED BY: Noel Casil, PE, TE, Senior Engineer nvc Vanessa Hevener, Project Manager Lisa Garrett, Senior Administrative Analyst REVIEWED BY: Ramzi Awwad, Public Works Director Brandy Forbes, Community Development Director APPROVED BY: Ara Mihranian, AICP, City Manager ATTACHED SUPPORTING DOCUMENTS: A. Professional Services Agreement with Iteris, Inc. for Final Engineering, Construction Bidding, Construction Support, and Associated Services for the Western Avenue Traffic Flow Improvements Project (Page A-1) B. Amendment No. 1 to the Professional Services Agreement with Nuvis, Inc. for the Western Avenue Beautification Project (Page B-1) C. Iteris, Inc. Proposal for Final Engineering, Construction Bidding, Construction Support, and Associated Services for the Western Avenue Traffic Flow Improvements Project (Page C-1) D. Request for Proposal for Final Engineering, Construction Bidding, Construction Support, and Associated Services for the Western Avenue Traffic Flow Improvements Project (Page D-1) E. Western Ave Traffic Flow Improvements Project Traffic Study (Page E-1) F. Caltrans Western Avenue Bicycle and Pedestrian Improvement Project Factsheet (Page F-1) G. Western Avenue Beautification Project Concept Plans (Page G-1) BACKGROUND: The Western Avenue Commercial Corridor is a vital part of the City of Rancho Palos Verdes. It is a key connector for residents and a critical artery for local businesses, local commuters, and emergency services. Western Avenue is owned by the California Department of Transportation (Caltrans) and traverses through Rancho Palos Verdes, Los Angeles, and Lomita in the general vicinity between 25th Street and Palos Verdes Drive North. It is essential that traffic flows efficiently and safely on this critical and heavily traveled corridor while reflecting the City’s quality of life and aesthetics. Improving the aesthetics and traffic flow along Western Avenue has been a high priority for past and current City Councils for a variety of reasons including providing efficient 2 traffic flows, enhancing and supporting local businesses, and providing the community with access to commercial services including retail and restaurants. To that point, the City Council established the following goals for Fiscal Year 2024 -25: Quality of Life Goal: Maintain and improve the quality of life for RPV residents • Project: Complete Streetscape Beautification Master Plan (Western Avenue) • Project: Support local businesses and grow businesses with high-quality jobs in RPV (Western Avenue Storefront Program) Public Infrastructure Goal: Maintain and Improve all Public Infrastructure • Project: Improve Traffic Flow on Western Avenue). At the request of Mayor Cruikshank and Mayor Pro Tem Alegria, this agenda item is to provide updates on the three above projects currently underway along the City’s Western Avenue Commercial Corridor. DISCUSSION: Western Avenue Storefront Commercial Improvement Program On September 17, 2024, the City Council approved the Western Avenue Storefront Commercial Improvement Program. The program provides grants between $5,000 and $20,000 and requires a 50% match to qualified businesses and property owners along the Western Avenue Commercial Corridor. The grant provides funding for the completion of storefront improvements that can range from exterior paint, removal and replacement of old signs and awnings, landscaping, remediation of city and state code violation, and other eligible improvements. The Western Avenue Storefront Commercial Improvement Program opened for applications on October 15, 2024. Prior to the program launch, Staff developed a dedicated page on the City website where interested parties can review eligibility requirements, application, sample grant agreement, and a Q&A sheet. Several informational Listservs were sent to property and business owners with follow -up information mailers to each location. On October 21, 2024, Staff held a virtual information workshop. The video recording of the workshop is on the program homepage on the City website at www.rpvca.gov/1780/Western-Avenue-Commercial-Storefront-Imp. On October 29, 2024, as part of our public outreach efforts, Staff visited business owners along Western Avenue and handed out informational material and answered questions from business owners about the program eligibility, application submittal process and 3 program requirements. Staff also met with 2 properties and walked the site to determine if improvements qualify for the program. To date, the Community Development Department has not received any applications, but has received 4 inquiries from business owners expressing an interest in the Program. The Program is currently accepting applications for the current fiscal year through December 1, 2024 at 5:00 p.m. Traffic Flow Improvements Traffic flow improvements on the Western Avenue corridor have not been a high priority for Caltrans because they are more focused on larger scale mobility projects and implementation of multi-modal policies. Therefore, the City developed a project to optimize traffic operations along the Western Avenue Commercial Corridor from 25th Street in San Pedro (Los Angeles) to Palos Verdes Drive North on the border with the Harbor City (Los Angeles) and Lomita. The project was envisioned as a multi -jurisdictional solution requiring a joint effort by Caltrans and the cities of Rancho Palos Verdes, Lomita, and Los Angeles, because a solution to traffic congestion on the Western Avenue corridor needs to extend beyond City borders to be effective. Rancho Palos Verdes is leading and implementing the project in close coordination with the other jurisdictions. Figure 1 below shows the Western Avenue corridor in context to the surrounding local jurisdictions. Figure 1: Western Avenue Corridor and Jurisdictional Limits To determine the specific measures needed to improve traffic flow, and as a prerequisite to obtaining a Caltrans permit to implement those measures, a comprehensive traffic study was needed to identify specific issues that affect and impede traffic flow an d 4 develop proposed solutions. The study is intended to provide valuable data and insights into traffic patterns, safety concerns, and potential enhancements that can significantly improve the flow of vehicles. On May 2, 2023, the City Council entered into a Professional Services Agreement (PSA) with Iteris to conduct a comprehensive traffic study (Traffic Study) for the Project. The Traffic Study considered existing conditions, potential impacts from the build -out of the Ponte Vista development, additional housing identified in the City’s Housin g Element Update, the Western Avenue Beautification Project, the Caltrans Western Avenue Bicycle and Pedestrian Improvement Project (which includes bike lanes), and the future Caltrans Pavement Project. To coordinate the Traffic Study with the other agencies, Staff established the Western Avenue Stakeholder Focus Group (Focus Group) consisting of representatives from Rancho Palos Verdes, Los Angeles, Lomita, and Caltrans. The Focus Group met approximately monthly to receive updates on the Traffic Study, provide technical input, and discuss various aspects of potential recommended solutions. On May 21, 2024, the City Council approved the Traffic Study and recommended solutions that could reduce congestion on Western Avenue (Attachment E). These recommended solutions include the following: 1. Place the 13 traffic signals between Palos Verdes Drive North and Weymouth Place under Caltrans operation and maintenance; and continue operation and maintenance of the 4 traffic signals between Bynner Drive and 25th Street under the City of Los Angeles. 2. Upgrade the 13 signalized intersections to be operated and maintained by Caltrans to Adaptive Signal Control Technology (ASCT) to improve traffic flow through optimized signals operational efficiency and responsiveness. 3. Add a northbound right-turn lane at Western Avenue and Westmont Drive/Delasonde Drive by re-striping the approach. Note: this improvement is already part of the ongoing Caltrans Western Avenue Bicycle and Pedestrian Improvement Project. 4. Modify the traffic signal phasing at Western Avenue/Crestwood Drive in the east - west direction to allow the two directions to operate at the same time in order to facilitate quicker traffic movement. Modify the eastbound approach lane striping to 5 include a dedicated left-turn and a through lane. Re-stripe the westbound approach for improved delineation. 5. Extend the left turn pockets at seven locations by approximately 100’-150’ to avoid left turning vehicles blocking the through movement and impeding flow on Western Avenue. 6. Enhance safety by installing “No Left-Turn” signs that meet current standards at the Terraces at South Bay driveway and at the Park Plaza shopping center driveway. 7. Install lane striping for the eastbound direction at Western Avenue/Summerland Avenue to enable vehicles to line up properly; and install red curbing on the south side of Summerland Avenue to prevent an obstruction of the roadway by parked vehicles. 8. Direct staff and consultants to continue their investigation and coordination with Caltrans to determine if protected/permissive left turn and flashing yellow arrows are warranted at northbound Western Avenue at Peninsula Verde Drive and Western Avenue at Park Western. During the traffic study, Iteris determined that immediately updating the signal timing plans for all signalized intersections on Western Avenue would yield immediate traffic flow improvement benefits, although not to the same extent as the full project bu ild-out. Iteris developed updated timing plans and those were implemented by Caltrans on all its signals in March 2024. An evaluation of the benefit of the signal timing plan enhancements showed that average travel times were reduced by 10% when comparing a typical week in April 2024 to April 2023 during peak commuting periods. Since the May 21, 2024 City Council meeting, Staff and consultants have been developing documents detailing the scope of work necessary for final engineering, construction bidding, construction support, and associated services to implement the Traffic Study recommendations. On August 9, 2024, Staff advertised a Request for Proposals (RFP) for a scope of services generally including the following, more thoroughly described in the attached RFP (Attachment D): • Prepare preliminary engineering plans and specifications of the proposed improvements to begin coordination with Caltrans and ensure that the remaining project development process is followed in accordance with Caltrans requirements. • Conduct an evaluation of the most feasible adaptive technology needed to improve traffic flow through optimized signal operations efficiency and responsiveness. • Complete environmental clearance in accordance with CEQA guidelines and requirements. • Prepare detailed final engineering plans, specifications, estimates, and construction documents to bid and construct all recommended improvements. • Conduct parallel and final coordination and review with Caltrans towards obtaining 6 the required Caltrans encroachment permit. • Assist the City in development of the biding package to procure a construction contractor and support the City during the construction procurement process . The above services are required to develop construction plans and specifications that, once implemented during the subsequent construction phase, will make the recommended improvements in the Traffic Study a reality. Proposals were received from two firms by the RFP deadline. The City formed an evaluation panel consisting of representatives from Caltrans, Los Angeles, Lomita and Rancho Palos Verdes to evaluate the proposals. The panel was structured to ensure key stakeholder agencies with jurisdictional interest in Western Avenue are part of the evaluation and selection process. The evaluation panel ranked the proposals and concluded that the proposal from Iteris scored highest. (Attachment C) Staff then negotiated a fee and refined scope with Iteris. Attached for City Council consideration is the resultant PSA with Iteris. (Attachment A) Staff recommends awarding the PSA to Iteris in the amount of $508,820 with a 15% contingency of $76,323 for a total cost of $585,143. Awarding the PSA would set in motion the development of detailed engineering plans, specifications, and estimates required to take this project to the construction phase. The improvements proposed in this project have been highly anticipated by the community and are expected to deliver significant benefits, including improved traffic flow, enhanced safety features, and increased accessibility for all users. Schedule If the PSA is approved by the City Council this evening, the estimated schedule for developing construction plans, specifications, and estimates for permitting through Caltrans; construction contractor bidding; and ultimately construction is shown in Table 1 below. This schedule does not include any contingency and assumes project components are completed according to typical timelines without complications in the Caltrans permitting process. Table 1: Western Avenue Traffic Flow Improvements Project Schedule Activity Duration Completion Complete Final Engineering 6 Months May 2025 Obtain Caltrans Permit and Interagency Agreements 3 Months August 2025 Procure Construction Contractor 3 Months November 2025 Construction 12 Months November 2026 Note: Interagency and community coordination will be conducted continuously throughout the project. Environmental review will be conducted concurrently with final engineering. Budget The Western Avenue Traffic Flow Improvements Project is funded through a Los Angeles County Metropolitan Transportation Authority (Metro) Measure M Multi-Year Subregional 7 Program grant, which the City Council approved on September 21, 2021 and was executed on December 30, 2021 (Agreement). The initial Agreement only authorized $1,330,000 for developing a concept plan and completing the environmental review phase, with funding for the subsequent final design and construction phases to be defined in revisions/amendments to the agreement. However, Staff took advantage of a recently adopted Caltrans policy that streamlines the review process for these types of projects where local jurisdictions are seeking Caltrans permits. Staff worked with Metro to formalize the streamlined approach and modified the project Agreement to combine the concept design, environmental review, and final design phases, thereby saving both money and time. Once the final design is complete, the Project will receive priority for construction funding from Metro over new funding applications. The City expects approximately $3,000,000 in future grant funding for the construction phase based on discussions with M etro. Additionally, any funding that is not used for the concept plan, environmental review, and final design phases may be reallocated to the construction phase. Western Avenue Beautification Project For many years, there has been a general desire by the City of Rancho Palos Verdes to enhance the aesthetics along Western Avenue (from Peninsula Verde Drive to Summerland Street/Summerland Avenue). This segment of Western Avenue is owned and operated by Caltrans and lies in both the City of Rancho Palos Verdes and the City of Los Angeles. Aesthetic improvements to the public right -of-way of Western Avenue and adjacent areas would enhance the appeal of the City’s only commercial corridor and surrounding area, bolster commerce, foster local business activity, and reflect positively on the entire City, particularly the adjacent neighborhoods. The beautification vision for Western Avenue is to create an attractive street environment that would be considered desirable for area residents and businesses. On December 20, 2022, the City Council awarded a PSA to Nuvis for landscape architecture design and support services to design the Western Avenue Beautification project. Accordingly, Nuvis prepared four concept layouts with the following project elements: landscape improvements (shrubs and trees) within the medians and parkways, street furniture replacement (bus shelters, trash receptacles, and benches), landscape lighting improvements, and crosswalk improvements. On April 19, 2023, the City conducted the Western Avenue Beautification Project Open House to solicit input on the conceptual design features, with invitations going out in advance to residents, business owners, and Council members. Staff also posted the conceptual designs on the City website to solicit additional input via an online questionnaire available to the public. Based on the comments received at the open house and online, the design concept layouts were refined and developed into one cohesive design concept. The u pdated design concept incorporated the most popular design features as evidenced by community input and incorporated native trees and shrubs that are Caltrans pre- 8 approved. The updated design concept was posted on the City’s website to solicit additional comments from the public via a second questionnaire. Responses to the second questionnaire were generally supportive. On August 1, 2023, Staff presented the design concept to the City Council and received direction to proceed with the final design plans including landscape improvements in the parkways and medians (shrubs and trees), street furniture enhancements (replacement of bus shelters, trash receptacles, and benches), and crosswalks improvements; and to continue exploring cost sharing opportunities with the City of Los Angele s. (Attachment G) Since that time, the project team has been working on completing the final plans, specifications, and cost estimates while also coordinating with the City of Los Angeles and Caltrans. As the project team was working towards finalizing the project plans and specifications, in December 2023, Caltrans notified the City of an upcoming Caltrans Western Avenue Bicycle and Pedestrian Improvement Project that will install dedicated bike lanes on Western Avenue. Upon receipt of the Caltrans plans in January 2023, Staff determined that there would be a significant impact on the City’s Beautification Project because the installation of bike lanes would require reducing the width of certain medians and eliminating others where the City had planned to install beautification elements. Staff met on multiple occasions with Caltrans representatives to ask Caltrans to modify their Bicycle and Pedestrian Improvement Project, so that the impact on the City’s Beautification project could be minimized. Ultimately, Caltrans declined and made the decision to proceed with their project. City Staff also held meetings with City of Los Angeles Staff throughout the spring and summer of 2024 to discuss potential participation in the Western Avenue Beautification Project. City of Los Angeles Staff recently notified City Staff that there was no funding available to contribute to the Beautification Project. To proceed with soliciting bids to construct the project, the City must now revise the Beautification Project plans to incorporate the changes from the Caltrans’ proposed Bicycle and Pedestrian Improvement Project and to remove project elements in the City of Los Angeles. Because these changes were not part of the original scope of work for Nuvis, an amendment to the contract is required to complete the revisions. (Attachment B) Thus, Staff recommends approving Amendment No. 1 to the professional services agreement with Nuvis thereby increasing the amount of the PSA by $45,025 from $183,818 to $228,843 and extending the term by two years to finalize the plans, specifications, and estimates for the Western Avenue Beautification Project; Schedule There are several projects proposed for Western Avenue over the next few years, by both the City as well as Caltrans. To coordinate all of these projects and prevent re -work and minimize conflicts between multiple contractors working around the same space , Staff 9 proposes phasing the Western Avenue Beautification Project over a multi -year period; which also aligns with managing funding resources. Starting the project with parkway improvements and street furniture replacements avoids conflicts with the Caltrans Western Avenue Bicycle and Pedestrian Improvement Project. Although the parkway improvements and street furniture replacements were programmed as separate phases, because the coordination time with Caltrans and the City of Los Angeles was longer than anticipated; the funding under the adopted Capital Improvement Program allows for both to be constructed in the same phase. Considering the efficiencies that would be realized with this approach, Staff now recommends combining these phases for the following revised phasing: Phase 1: Parkway and Street Furniture Improvements (FY 2024-25 and 2025-26) Phase 3: Median Improvements (Budgeted in FY 2026-27) Phase 4: Crosswalk Enhancements (Budgeted in FY 2027-28) Phase 1 includes the installation of shrubs and/or trees, an irrigation system, bus shelters, benches, and trash receptacles within the City of Rancho Palos Verdes limits. Table 2 shows the schedule for Phase 1. This schedule does not include any contingency and assumes project components are completed according to typical timelines without complications in the Caltrans permitting process. Table 2: Western Avenue Beautification Phase 1 Project Schedule Activity Duration Completion Complete Plan Revisions 3 Months February 2025 Obtain Caltrans Permit and Interagency Agreements 6 Months August 2025 Procure Construction Contractor 3 Months November 2025 Construction 12 Months November 2026 Note: Interagency and community coordination will be conducted continuously throughout the project. Budget The adopted FY2024-25 Capital Improvement Program plans the Western Avenue Beautification Project over a multi-year period to manage limited funding resources. The amount budgeted for the parkway and street furniture improvements across Fiscal Years 2024-25 and 2025-26 is $2,550,000. The estimated cost for Phase 1, according to the most recent Nuvis cost estimate, is approximately $2,275,000. Upon completion of the Caltrans Western Avenue Bicycle and Pedestrian Improvement Project and the City’s Traffic Flow Improvements Project, the median improvement plans will be revised and updated cost estimates will be prepared. This Staff Report outlines the schedule of the Western Avenue Traffic Flow Improvements Project as well as the Western Avenue Beautification Projects. Based on the current schedule, it is expected that each project will be ready for construction at the same time. However, these schedules do not include any contingency, and it is possible that one project will lag behind the other, particularly if there are complications with the Caltrans Construction Encroachment Permits process. Should one project experience delays, the 10 City will proceed with the construction of the leading project while subsequently deferring the construction of the lagging project. Conversely, if both projects maintain their schedules and are ready for construction simultaneously, the City will have the opportunity to combine them into a single construction contract. This approach aims to minimize public impacts and will likely result in resource allocation optimization. No immediate decision is required regarding this combined contract; a recommendation will be provided for the City Council’s consideration as the schedules become more certain. ADDITIONAL INFORMATION: Caltrans Western Avenue Bicycle and Pedestrian Improvement Project In mid-October, City Staff received complaints from residents about traffic disruptions caused by construction activities on Western Avenue. After contacting Caltrans, City Staff learned that the Caltrans Western Avenue Bicycle and Pedestrian Improvement P roject (which aims to install bike lanes, ADA upgrades, and other roadway improvements), had officially begun construction after over a year of delays. There appears to have been a communication breakdown regarding the construction start date between Caltrans and the City. Staff has requested that Caltrans communicate updates to the City in the future. According to the Factsheet (Attachment F), project construction is expected to be completed by Spring 2025. The Traffic Flow Improvements Project is scheduled to begin construction after the Caltrans project is complete. Interim Beautification Improvements along Western Avenue As a part of ongoing interim measures to beautify Western Avenue, the Public Works Department recently installed landscaping in the Western Avenue medians between Avenida Aprenda and Horizon Way. These interim improvements will enhance the aesthetics of Western Avenue for the next few years until the medians portion of the beautification project is completed. Public Outreach In order to raise awareness of tonight’s agenda item, the City will issue a listserv notification and will contact interested parties and homeowners associations once the agenda has posted. CONCLUSION: Staff recommends receiving a filing a status update on the Western Avenue Storefront Commercial Improvement Program, Western Avenue Commercial Corridor Traffic Flow Improvement Project, and Western Avenue Beautification Project; approve a PSA with Iteris in the amount of $508,820, with a 15% contingency of $76,323, for a total cost of $585,143 for final engineering, construction bidding, construction support, and associated services to implement the Western Avenue Traffic Flow Improvements Project ; and approve Amendment No. 1 to the PSA with Nuvis increasing the amount by $45,025 from $183,818 to $228,843 and extending the term by two years, to finalize the plans, specifications, and estimates for the Western Avenue Beautification Project. 11 ALTERNATIVES: In addition to the Staff recommendation, the following alternative actions are available for the City Council’s consideration: 1. Receive and file a status report and a. Do not award a professional services agreement to Iteris, Inc. for final engineering, construction bidding, construction support, and associated services to implement the Western Avenue Traffic Flow Improvements Project; and b. Do not approve Amendment No. 1 to the professional services agreement with Nuvis for the Western Avenue Beautification Project. 2. Receive and file a status report and a. Award a professional services agreement to Iteris, Inc. for final engineering, construction bidding, construction support, and associated services to implement the Western Avenue Traffic Flow Improvements Project; and b. Do not approve Amendment No. 1 to the professional services agreement with Nuvis for the Western Avenue Beautification Project, putting the project on hold. 3. Receive and file a status report and a. Do not award a professional services agreement to Iteris, Inc. for final engineering, construction bidding, construction support, and associated services to implement the Western Avenue Traffic Flow Improvements Project; putting the project on holding and risking further grant funding and b. Approve Amendment No. 1 to the professional services agreement with Nuvis for the Western Avenue Beautification Project. 4. Take other action, as deemed appropriate. 12 01203.0006/873094.2 1 PROFESSIONAL SERVICES AGREEMENT By and Between CITY OF RANCHO PALOS VERDES and ITERIS, INC. A-1 01203.0006/873094.2 AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF RANCHO PALOS VERDES AND ITERIS, INC. THIS AGREEMENT FOR PROFESSIONAL SERVICES (“Agreement”) is made and entered into on November 7, 2024 by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation (“City”), and ITERIS, INC., a Delaware Corporation (“Consultant”). City and Consultant may be referred to, individually or collectively, as “Party” or “Parties.” RECITALS A. City has sought, by issuance of a Request for Proposals, the performance of the services defined and described particularly in Article 1 of this Agreement. B. Consultant, following submission of a proposal for the performance of the services defined and described particularly in Article 1 of this Agreement, was selected by the City to perform those services. C. Pursuant to the City of Rancho Palos Verdes Municipal Code, City has authority to enter into and execute this Agreement. D. The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly in Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein. OPERATIVE PROVISIONS NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the parties agree as follows: ARTICLE 1. SERVICES OF CONSULTANT 1.1 Scope of Services. In compliance with all terms and conditions of this Agreement, the Consultant shall provide those services specified in the “Scope of Services”, as stated in the Proposal, attached hereto as Exhibit “A” and incorporated herein by this reference, which may be referred to herein as the “services” or “work” hereunder. As a material inducement to the City entering into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement in a thorough, competent, and professional manner, and is experienced in performing the work and services contemplated herein. Consultant shall at all times faithfully, competently and to the best of its ability, experience and talent, perform all services described herein. Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose intended. For purposes of this Agreement, the phrase “highest professional standards” shall mean those A-2 01203.0006/873094.2 2 standards of practice recognized by one or more first-class firms performing similar work under similar circumstances. 1.2 Consultant’s Proposal. The Scope of Service shall include the Consultant’s Proposal which shall be incorporated herein by this reference as though fully set forth herein. In the event of any inconsistency between the terms of such Proposal and this Agreement, the terms of this Agreement shall govern. 1.3 Compliance with Law. Consultant shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered. 1.4 California Labor Law. If the Scope of Services includes any “public work” or “maintenance work,” as those terms are defined in California Labor Code section 1720 et seq. and California Code of Regulations, Title 8, Section 16000 et seq., and if the total compensation is $1,000 or more, Consultant shall pay prevailing wages for such work and comply with the requirements in California Labor Code section 1770 et seq. and 1810 et seq., and all other applicable laws, including the following requirements: (a) Public Work. The Parties acknowledge that some or all of the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Consultant shall post job site notices, as prescribed by regulation. (b) Prevailing Wages. Consultant shall pay prevailing wages to the extent required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request. By initiating any work under this Agreement, Consultant acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Consultant shall post a copy of the same at each job site where work is performed under this Agreement. (c) Penalty for Failure to Pay Prevailing Wages. Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Consultant shall, as a penalty to the City, forfeit $200 (two hundred dollars) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for A-3 A-4 01203.0006/873094.2 4 (i) Consultant’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Consultant shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Consultant shall diligently take corrective action to halt or rectify any such failure by any subcontractor. 1.5 Licenses, Permits, Fees and Assessments. Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the services required by this Agreement. Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder. 1.6 Familiarity with Work. By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement. If the services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder. Should the Consultant discover any latent or unknown conditions, which will materially affect the performance of the services hereunder, Consultant shall immediately inform the City of such fact and shall not proceed except at Consultant’s risk until written instructions are received from the Contract Officer in the form of a Change Order. 1.7 Care of Work. The Consultant shall adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as may be caused by City’s own negligence. 1.8 Further Responsibilities of Parties. Both parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement. Both parties agree to act in good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necessary to carry out the purposes A-5 01203.0006/873094.2 5 of this Agreement. Unless hereafter specified, neither party shall be responsible for the service of the other. 1.9 Additional Services. City shall have the right at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said work. No such extra work may be undertaken unless a written Change Order is first given by the Contract Officer to the Consultant, incorporating therein any adjustment in (i) the Contract Sum for the actual costs of the extra work, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the written approval of the Consultant. Any increase in compensation of up to 15% (fifteen percent) of the Contract Sum; or, in the time to perform of up to 90 (ninety) days, may be approved by the Contract Officer through a written Change Order. Any greater increases, taken either separately or cumulatively, must be approved by the City Council. It is expressly understood by Consultant that the provisions of this Section shall not apply to services specifically set forth in the Scope of Services. Consultant hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Services may be more costly or time consuming than Consultant anticipates and that Consultant shall not be entitled to additional compensation therefor. City may in its sole and absolute discretion have similar work done by other Consultants. No claims for an increase in the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed. If in the performance of the contract scope, the Consultant becomes aware of material defects in the scope, duration or span of the contract or the Consultant becomes aware of extenuating circumstance that will or could prevent the completion of the contract, on time or on budget, the Consultant shall inform the Contracting Officer of an anticipated Change Order. This proposed change order will stipulate, the facts surrounding the issue, proposed solutions, proposed costs and proposed schedule impacts. 1.10 Special Requirements. Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth in the “Special Requirements” attached hereto as Exhibit “B” and incorporated herein by this reference. In the event of a conflict between the provisions of Exhibit “B” and any other provisions of this Agreement, the provisions of Exhibit “B” shall govern. ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT. 2.1 Contract Sum. Subject to any limitations set forth in this Agreement, City agrees to pay Consultant the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed $508,820 (Five Hundred Eight Thousand Eight Hundred Twenty Dollars) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.9. A-6 01203.0006/873094.2 6 2.2 Method of Compensation. (a) The method of compensation may include: (i) a lump sum payment upon completion; (ii) payment in accordance with specified tasks or the percentage of completion of the services; (iii) payment for time and materials based upon the Consultant’s rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, and (b) the Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation. (b) A retention of 10% shall be held from each payment as a contract retention to be paid as part of the final payment upon satisfactory and timely completion of services. This retention shall not apply for on-call agreements for continuous services or for agreements for scheduled routine maintenance of City property or City facilities. 2.3 Reimbursable Expenses. Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City. Coordination of the performance of the work with City is a critical component of the services. If Consultant is required to attend additional meetings to facilitate such coordination, Consultant shall not be entitled to any additional compensation for attending said meetings. 2.4 Invoices. Each month Consultant shall furnish to City an original invoice, using the City template, or in a format acceptable to the City, for all work performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance. By submitting an invoice for payment under this Agreement, Consultant is certifying compliance with all provisions of the Agreement. The invoice shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be detailed by such categories. Consultant shall not invoice City for any duplicate services performed by more than one person. City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, or as provided in Section 7.3, City will use its best efforts to cause Consultant to be paid within 45 (forty-five) days of receipt of Consultant’s correct and undisputed invoice; however, Consultant acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Consultant for correction and resubmission. Review and payment by City for any invoice provided by the Consultant shall not constitute a waiver of any rights or remedies provided herein or any applicable law. A-7 01203.0006/873094.2 7 2.5 Waiver. Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant. ARTICLE 3. PERFORMANCE SCHEDULE 3.1 Time of Essence. Time is of the essence in the performance of this Agreement. 3.2 Schedule of Performance. Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Consultant, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer through a Change Order, but not exceeding 180 (one-hundred-eighty) days cumulatively. 3.3 Force Majeure. The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within 10 (ten) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the parties to this Agreement. In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant’s sole remedy being extension of the Agreement pursuant to this Section. 3.4 Term. Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding (1) one year from the date hereof, except as otherwise provided in the Schedule of Performance (Exhibit “D”). The City may, in its discretion, extend the Term by one (1) additional 6-month extension. ARTICLE 4. COORDINATION OF WORK 4.1 Representatives and Personnel of Consultant. A-8 01203.0006/873094.2 8 The following principals of Consultant (“Principals”) are hereby designated as being the principals and representatives of Consultant authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith: Viggen Davidian Vice President (Name) (Title) Deepak Kaushik Principal Engineer (Name) (Title) It is expressly understood that the experience, knowledge, capability and reputation of the foregoing principals were a substantial inducement for City to enter into this Agreement. Therefore, the foregoing principals shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder. All personnel of Consultant, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the foregoing Principals may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City. Additionally, Consultant shall utilize only the personnel included in the Proposal to perform services pursuant to this Agreement. Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Consultant shall notify City of any changes in Consultant’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance. City shall have the right to approve or reject any proposed replacement personnel, which approval shall not be unreasonably withheld. 4.2 Status of Consultant. Consultant shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Consultant shall not at any time or in any manner represent that Consultant or any of Consultant’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Consultant, nor any of Consultant’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Consultant expressly waives any claim Consultant may have to any such rights. 4.3 Contract Officer. The Contract Officer shall be Ramzi Awwad, Public Works Director, or such person as he may designate. It shall be the Consultant’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the Consultant shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement. A-9 01203.0006/873094.2 9 4.4 Independent Consultant. Neither the City nor any of its employees shall have any control over the manner, mode or means by which Consultant, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Consultant’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Consultant shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Consultant shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a joint venturer or a member of any joint enterprise with Consultant. 4.5 Prohibition Against Subcontracting or Assignment. The experience, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Consultant shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City; all subcontractors included in the Proposal are deemed approved. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more 25% (twenty five percent) of the present ownership and/or control of Consultant, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Consultant or any surety of Consultant of any liability hereunder without the express consent of City. ARTICLE 5. INSURANCE AND INDEMNIFICATION 5.1 Insurance Coverages. Without limiting Consultant’s indemnification of City, and prior to commencement of any services under this Agreement, Consultant shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City. (a) General liability insurance. Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. (b) Automobile liability insurance. Consultant shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and A-10 01203.0006/873094.2 10 property damage for all activities of the Consultant arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional liability (errors & omissions) insurance. Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ compensation insurance. Consultant shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000). (e) Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”. 5.2 General Insurance Requirements. (a) Proof of insurance. Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time. (b) Duration of coverage. Consultant shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Consultant, its agents, representatives, employees or subconsultants. (c) Primary/noncontributing. Coverage provided by Consultant shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non- contributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured. (d) City’s rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain and continuously maintain the insurance it deems A-11 01203.0006/873094.2 11 necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement. (e) Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager. (f) Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants. (g) Enforcement of contract provisions (non-estoppel). Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder. (h) Requirements not limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Consultant maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. (i) Notice of cancellation. Consultant agrees to oblige its insurance agent or broker and insurers to provide to City with a 30 (thirty) day notice of cancellation (except for nonpayment for which a 10 (ten) day notice is required) or nonrenewal of coverage for each required coverage. (j) Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies. (k) Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. A-12 01203.0006/873094.2 12 (l) Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Consultant’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass through clause. Consultant agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Consultant, provide the same minimum insurance coverage and endorsements required of Consultant. Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s right to revise specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant 90 (ninety) days advance written notice of such change. If such change results in substantial additional cost to the Consultant, the City and Consultant may renegotiate Consultant’s compensation. (o) Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City. (p) Timely notice of claims. Consultant shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Consultant’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies. (q) Additional insurance. Consultant shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. 5.3 Indemnification. To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable (“indemnitors”), or arising from Consultant’s or indemnitors’ reckless or willful misconduct, or arising from Consultant’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith: A-13 01203.0006/873094.2 13 (a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith; (b) Consultant will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Consultant hereunder; and Consultant agrees to save and hold the City, its officers, agents, and employees harmless therefrom; (c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder, Consultant agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees. Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder. The provisions of this Section do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Consultant and shall survive termination of this Agreement. ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION 6.1 Records. Consultant shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of three (3) years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Consultant’s business, custody of the books and records may be given to City, and access shall be provided by Consultant’s successor A-14 01203.0006/873094.2 14 in interest. Notwithstanding the above, the Consultant shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act. 6.2 Reports. Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require. Consultant hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services, the estimated increased or decreased cost estimate for the project being designed. 6.3 Ownership of Documents. All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Consultant, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Consultant will be at the City’s sole risk and without liability to Consultant, and Consultant’s guarantee and warranties shall not extend to such use, reuse or assignment. Consultant may retain copies of such documents for its own use. Consultant shall have the right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom. Moreover, Consultant with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City. 6.4 Confidentiality and Release of Information. (a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Consultant. Consultant shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer. (b) Consultant, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City A-15 01203.0006/873094.2 15 Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered “voluntary” provided Consultant gives City notice of such court order or subpoena. (c) If Consultant, or any officer, employee, agent or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Consultant for any damages, costs and fees, including attorney’s fees, caused by or incurred as a result of Consultant’s conduct. (d) Consultant shall promptly notify City should Consultant, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Consultant or be present at any deposition, hearing or similar proceeding. Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response. ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION 7.1 California Law. This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California. 7.2 Disputes; Default. In the event that Consultant is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Consultant for any work performed after the date of default. Instead, the City may give notice to Consultant of the default and the reasons for the default. The notice shall include the timeframe in which Consultant may cure the default. This timeframe is 15 (fifteen) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Consultant is in default, the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Consultant does not cure the default, the City may take necessary steps to terminate this Agreement under this Article. Any failure on the part of the City to give notice of the Consultant’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement. A-16 01203.0006/873094.2 16 7.3 Retention of Funds. Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant’s acts or omissions in performing or failing to perform Consultant’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure, indemnify, and protect City as elsewhere provided herein. 7.4 Waiver. Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement. 7.5 Rights and Remedies are Cumulative. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party. 7.6 Legal Action. In addition to any other rights or remedies, either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement. 7.7 Termination Prior to Expiration of Term. This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Consultant, A-17 01203.0006/873094.2 17 except that where termination is due to the fault of the Consultant, the period of notice may be such shorter time as may be determined by the Contract Officer. Upon receipt of any notice of termination, Consultant shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event of termination without cause pursuant to this Section, the City need not provide the Consultant with the opportunity to cure pursuant to Section 7.2. 7.8 Termination for Default of Party. If termination is due to the failure of the other Party to fulfill its obligations under this Agreement: (a) City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated. (b) Consultant may, after compliance with the provisions of Section 7.2, terminate the Agreement upon written notice to the City‘s Contract Officer. Consultant shall be entitled to payment for all work performed up to the date of termination. 7.9 Attorneys’ Fees. If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment. ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION 8.1 Non-liability of City Officers and Employees. No officer or employee of the City shall be personally liable to the Consultant, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement. 8.2 Conflict of Interest. A-18 01203.0006/873094.2 18 Consultant covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Consultant’s performance of services under this Agreement. Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement. No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which affects her/his financial interest or the financial interest of any corporation, partnership or association in which (s)he is, directly or indirectly, interested, in violation of any State statute or regulation. The Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement. 8.3 Covenant Against Discrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class in the performance of this Agreement. Consultant shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry or other protected class. 8.4 Unauthorized Aliens. Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Consultant so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by City. ARTICLE 9. MISCELLANEOUS PROVISIONS 9.1 Notices. Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Rancho Palos Verdes, 30940 Hawthorne Blvd., Rancho Palos Verdes, California 90275 and in the case of the Consultant, to the person(s) at the address designated on the execution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing. A-19 01203.0006/873094.2 19 Notice shall be deemed communicated at the time personally delivered or in 72 (seventy two) hours from the time of mailing if mailed as provided in this section. 9.2 Interpretation. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply. 9.3 Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument. 9.4 Integration; Amendment. This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Consultant and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void. 9.5 Severability. In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless. 9.6 Warranty & Representation of Non-Collusion. No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Consultant warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement. A-20 A-21 A-22 01203.0006/873094.2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On __________, 2023 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: _____________________________________ OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER _______________________________ TITLE(S) PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER_______________________________ ______________________________________ SIGNER IS REPRESENTING: (NAME OF PERSON(S) OR ENTITY(IES)) _____________________________________________ _____________________________________________ ___________________________________ TITLE OR TYPE OF DOCUMENT ___________________________________ NUMBER OF PAGES ___________________________________ DATE OF DOCUMENT ___________________________________ SIGNER(S) OTHER THAN NAMED ABOVE A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. A-23 01203.0006/873094.2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On __________, 2023 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: _____________________________________ OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER _______________________________ TITLE(S) PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER_______________________________ ______________________________________ SIGNER IS REPRESENTING: (NAME OF PERSON(S) OR ENTITY(IES)) _____________________________________________ _____________________________________________ ___________________________________ TITLE OR TYPE OF DOCUMENT ___________________________________ NUMBER OF PAGES ___________________________________ DATE OF DOCUMENT ___________________________________ SIGNER(S) OTHER THAN NAMED ABOVE A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. A-24 01203.0006/873094.2 A-1 EXHIBIT “A” SCOPE OF SERVICES I. The following scope of work is intended as a guide only, additional services may be required which are not listed below but need to be completed. Consultant shall complete other tasks deemed necessary for the accomplishment of a complete and comprehensive outcome as described in the project objective. Consultant shall expand on the below-noted tasks, where appropriate, and provide suggestions which might lead to efficiencies and enhance the results or usefulness of the work. City staff may request that check-sets or working versions of documents be submitted for ongoing routine review. City staff will review all deliverables, including preparatory or record materials for service deliverables and provide comments. Consultant is required to revise draft deliverables to address City staff’s comments. The project team and identified consultant staff as indicated in the consultant proposal shall not be substituted without the written authorization of the City for the duration of the project. A. TASK 0: PROJECT MANAGEMENT / ADMINISTRATION / MEETINGS Consultant will be required to attend a kick-off meeting with City representatives and participating stakeholders to review the project and participate in ongoing project coordination. In consultation with City representatives, the Consultant will determine relevant issues specific to the Project and governing standards to be applied. Progress meetings will be held bi-weekly (on average), with City staff, and as needed with Caltrans and other agencies Stakeholders Group (aka the Focus Group). Consultant shall prepare agendas and meeting minutes with an action item matrix and distribute to the City and other attendees, as required. 1. Attend a pre-design (kick-off) meeting with City representatives and other agencies as required to review the Project. 2. Maintain continuous communication with the City Project Manager, including meetings to review project status at desired milestones. 3. Provide agendas of special items for discussion, and minutes listing actions. 4. Provide a detailed project schedule with updates on a bi-weekly basis. 5. Maintain continuous awareness of the status of each task as it proceeds and make provisions to expedite and resolve any difficulties that may impede progress. 6. Proactively initiate communications efforts between the technical team and City to address key issues in a timely manner. 7. Coordinate the Project, including approvals with the City. 8. Prepare and deliver up to 2 presentations to the Traffic Safety Committee. 9. Prepare and deliver up to 2 presentations to the City Council. 10. Perform all required project management and administrative services to obtain all Encroachment Permits required by Caltrans and other agencies. A-25 01203.0006/873094.2 A-2 B. TASK 1: CONFIRM EXISTING INVENTORY & VALIDATE ITS NEEDS This task includes field visits and surveys to confirm current physical conditions along the corridor. Field Visits and Survey Consultant shall obtain any necessary Encroachment Permits (EPs) from Caltrans to perform any work within State Right-of-Way (ROW). Consultant shall conduct field visits of the project area to verify existing Traffic Signal and Intelligent Transportation System (ITS) equipment identified in the ITS Inventory Report and to identify design issues. Consultant shall record site conditions in photographs and/or video. Consultant shall document results in a field survey memorandum. Consultant shall perform all necessary topographic and other survey work for the project, including, but not limited to at the 7 median locations where left‐turn extensions are proposed. All survey work shall be done in accordance with Caltrans requirements. At a minimum, consultant shall prepare a Topographic Survey Map situated on NAD83 state plane coordinate system at a scale of 1" = 10’ over the 7 median sites listed below, delivered in both PDF and AutoCAD format. The Topographic Survey Map shall include, but not be limited to, the minimum of the following: a. Centerline and Right‐of‐Way lines established from field surveyed measurements, available public record, and municipal digital mapping data. b. Horizontal location, size and description of buildings, driveways, walks, curbs, walls, fences, signs, poles, trees over 6" in diameter, and other permanent surface visible features. c. Topography situated on presiding municipal datum as established by city benchmarks at a 1‐foot contour interval, and spot elevations on a grid pattern in level areas. d. Elevations on driveways, walks, curbs, gutters, and walls, including at back of walk, top of curb, flow line, edge of gutter and centerline every 25’ along roadways, within the limits of the left turn median extensions. e. Utilities at surface located by the field crew. Subsurface detection and invert measurements are excluded from this scope. C. TASK 2: ADAPTIVE SYSTEM EVALUATION, SELECTION, RELIMINARY, & FINAL ENGINEERING This task includes all services required to evaluate the adaptive system and prepare preliminary design/engineering. / / / 2.1 Adaptive System Evaluation and Selection In close cooperation with Caltrans District 7 and with that agency’s concurrence,, Consultant will coordinate, schedule and complete the evaluation process for determining an adaptive system that offers the best value, based on several criteria and requirements A-26 01203.0006/873094.2 A-3 included, but not limited to ease of implementation, deployment cost and price commitment, other users’ feedback. In close coordination with Caltrans District 7 and with that agency’s concurrence, Consultants will conduct a thorough evaluation of a total of up to four (4) adaptive signal control systems using the above‐listed criteria and requirements. It is anticipated the three (3) of the four systems will be the ones that were initially evaluated during the previous phase. Consultants will develop a ranking system based on these factors and select the most suitable system that will best achieve the goals and functional requirements specified in the Concept of Operations document for this Project. 2.2 Preliminary Engineering This task includes preliminary engineering plans specifications and estimates. Consultant shall collect all required data and produce base level plans for review before proceeding with final design activities. As such, Consultant shall produce preliminary design plans including, but not be limited to, the following: a) Adaptive Technology preliminary specifications and requirements. b) System Design: Utilizing the tasks identified in the Scoping Document, ITS Inventory of Needs, and Concept of Operations Documents, Consultant shall prepare System Design Plans, System Integration and Acceptance Testing Plans, Specifications, and Estimates tied to the specific requirements for the selected adaptive traffic signal system. c) Material Procurement Plan: In close coordination with the City and Caltrans, Consultant shall develop a procurement plan that identifies opportunities for Contractor‐furnished versus State‐ furnished material such as CCTVs. d) Construction Plans and Specifications, developed in close coordination with the City and Caltrans, including all information necessary for construction of the proposed civil improvements. Engineering plans shall include at a minimum, but not be limited to the civil improvements for seven left turn lanes as follows: i. Northbound left‐turn at Avenida Aprenda ii. Southbound left‐turn at Westmont Drive‐Delasonde Drive iii. Northbound left‐turn at Toscanini Drive iv. Northbound left‐turn at Terraces Shopping Center v. Southbound left‐turn at Park Western Drive vi. Southbound left‐turn at 1st Street vii. Southbound left‐turn at Weymouth Place‐Avenue e) Traffic Signal Modification Construction Plans and Specifications for each intersection in accordance with Caltrans standards and requirements. f) Traffic Control Plans and Specifications needed for maintenance of traffic during construction in accordance with Caltrans Standards and Requirements. g) Construction Plans and Specifications for any other improvements that are part of the proposed improvements and the Comprehensive Traffic Study, Scoping Document, ITS Inventory of Needs, and Concept of Operations Documents. All construction plan sheets will conform with the requirements as shown in Caltrans Encroachment Permit Guide as shown in the following link: A-27 01203.0006/873094.2 A-4 https://dot.ca.gov/‐/media/dot‐ media/programs/trafficoperations/documents/encroachment‐ permits/epapplication‐guidebooklet‐a11y.pdf Basis of Design Document Consultant will prepare a Basis of Design (BOD) document, which will include preliminary design phase tasks, which shall be initiated at the beginning of preliminary design and be kept current throughout design. The BOD shall also include but not be limited to the following: a. Description of the Project. b. Executive Summary. c. Summary and results of the Environmental Analysis. d. List of legal, regulatory, and permit requirements. e. List of applicable codes and standards to be used in design. f. List of design assumptions and criteria. g. Description of site‐related field investigations conducted, and research completed h. Work Breakdown Structure (WBS) based Scope of Work i. WBS based cost‐loaded schedule for the Work. j. WBS based Consultant’s estimated cost for the Project. k. Construction Packaging Plan establishing composition of Project elements into Construction Bid l. Packages and defining the relationships between m. packages; and n. Construction Phasing Plan. o. Coordination with other projects 2.3 Plans, Specifications, and Estimates Building off the Preliminary Engineering task, Consultant shall prepare 65%, 90%, and 100% plans which shall include engineering calculations, reports, Plans, Specifications and Estimates (PS&E) accordance with Caltrans Requirements for all work to be performed within State ROW and per the local municipalities for work to be performed within local jurisdictions. As such, the design plans will include but not be limited to the following: a) Upon selection of the Adaptive Technology vendor by Caltrans and the City (as part of 2.1), technical specifications and requirements shall be included in all documents as may be needed. b) System Design: Utilizing the tasks identified in the Scoping Document, ITS Inventory of Needs, and Concept of Operations Documents, Consultant shall prepare System Design Plans, System Integration and Acceptance Testing Plans, Specifications, and Estimates tied to the specific requirements for the selected adaptive traffic signal system. c) Material Procurement Plan: In close coordination with the City and Caltrans, Consultant shall develop a procurement plan that identifies opportunities for Contractor‐furnished versus State‐ furnished material such as CCTVs. d) Construction Plans and Specifications, developed in close coordination with the City and Caltrans, including all information necessary for construction of the A-28 01203.0006/873094.2 A-5 proposed civil improvements. Engineering plans shall include at a minimum, but not be limited to the civil improvements for seven left turn lanes as follows: i. Northbound left‐turn at Avenida Aprenda ii. Southbound left‐turn at Westmont Drive‐Delasonde Drive iii. Northbound left‐turn at Toscanini Drive iv. Northbound left‐turn at Terraces Shopping Center v. Southbound left‐turn at Park Western Drive vi. Southbound left‐turn at 1st Street vii. Southbound left‐turn at Weymouth Place‐Avenue e) Traffic Signal Modification Construction Plans and Specifications for each intersection in accordance with Caltrans standards and requirements. Traffic Signal Modification Construction Plans and Specifications shall include at a minimum, but not be limited to: i. Revised Equipment Schedule reflecting the necessary removal of existing traffic signal poles and installation of new ones to accommodate changes in the proposed road geometry as reflected in the Comprehensive Traffic Study Report, the ITS Inventory of Needs, the Design Scoping Document and EPOP or DEER as required by Caltrans. ii. Updated traffic signal conductor schedule. iii. Other upgrades required by CAMUTCD’s latest edition such as accessible pedestrian push buttons, bicycle detection, and others to be determined by Consultant to comply with the CAMUTCD and Caltrans requirements. iv. Updated signing and striping to reflect revised lane configuration and required traffic signs. f) Traffic Control Plans needed for maintenance of traffic during construction. The traffic control plans shall be prepared in accordance with Caltrans Standards and Requirements. The traffic control plans for raised median work shall include at a minimum, but not be limited to, the following: i. Alignment of temporary striping and/or delineators for the purposes of maintaining traffic through construction area. ii. Temporary signage in compliance with latest CAMUTCD section 6 and Caltrans standard plans. iii. Traffic control general notes and working hours. g) Construction Plans and Specifications for any other improvements that are part of the proposed improvements and the Comprehensive Traffic Study, Scoping Document, ITS Inventory of Needs, and Concept of Operations Documents. h) All documents necessary to obtain Caltrans Encroachment Permits in accordance with that agency’s Standards and Requirements. As noted earlier, all construction plan sheets shall conform with the requirements as shown in Caltrans Encroachment Permit Guide as shown in the following link: https://dot.ca.gov/‐/media/dot‐ media/programs/trafficoperations/documents/encroachmentpermits/ep‐application‐ guidebooklet‐a11y.pdf A-29 01203.0006/873094.2 A-6 Design reviews will be performed at the 65%, 90%, and Final design phases. For each design review submittal, Consultant will provide PDFs and CAD files of all plans, specifications, and all other material required by the Scope of Services. Electronic CAD Files of the final drawing set will also be submitted on DVD or other electronic media. 15 working days will be required for review of submittal documents at each design review. Consultant shall provide a written response to all review comments within fourteen (14) calendar days of receipt. This shall be done in the form of a comment log, as an MS Excel spreadsheet, and will show the disposition of all comments and will include, at a minimum, the comment, drawing or specification reference, originator of the comment, and detailed response to the comment. The comment log may also reference highlights or annotations to the original documents (drawing and specifications). Final PS&E Package Upon resolution of all outstanding comments, Consultant shall prepare a Final PS&E package. The Final PS&E package shall include all the components required by Caltrans Encroachment Permits and will include but not limited to the following: a) Final Construction Plans, specifications, and engineer’s construction cost estimate b) Construction schedule c) Comments disposition memorandum(s) In addition, Consultant shall prepare the Notice Inviting Bids package. Consultant shall support the City by providing information for any Community Information Workshops. 2.4 Development of Configuration, Testing, Integration, and Acceptance Plans Consultant shall prepare plans for the configuration, installation, testing, integration and acceptance procedures of the adaptive system of choice that will facilitate project’s operational acceptance and close out. Said plans will serve to check the original system objectives and functional requirements identified in the Concept of Operations document. 2.5 Permitting Consultant shall facilitate and participate in an initial meeting with Caltrans District 7 representatives to discuss the need, purpose and extents of review, consent and approval needed for the project at hand. Prior to the meeting, Consultant in collaboration with the City will complete QMAP Checklist TR0416, results of which will be shared with Caltrans. Consultant and the City will meet with Caltrans Encroachment Permits Office and applicable Functional Units to discuss the overall conceptual project improvements and confirm that the Quality Management Assessment Process (QMAP) is the appropriate pathway to obtain project approval, or whether the EPOP pathway is sufficient. The Cost Estimate associated with the Caltrans QMAP review process has been identified as Optional. Once validated by Caltrans, Consultant shall follow the appropriate process to receive Caltrans approval of the PS&E. A-30 01203.0006/873094.2 A-7 Consultant shall determine the owners of the existing utilities within, and adjacent to, the project corridor. Consultant shall prepare and send the Utility A letters and a location map to the applicable utility companies requesting utility information and verification of their existing facilities including the location, size, and depth (if applicable) within the work area, or those that might be affected by the proposed improvements. Consultant shall then update the base map to reflect the existing utility information. Relevant to the seven median modifications to extend left‐turn lanes, Consultant shall prepare a Geometric Approval Drawing (GAD) for the proposed improvements highlighting the roadway design elements Caltrans is responsible for. The preliminary design will include typical sections, horizontal and vertical roadway geometry. If required, a Design Information Bulletin 78 (DIB 78) checklist will also be completed to identify non‐ standard features. The non‐standard features will be annotated on the GAD to facilitate discussions with Caltrans so that approval can be eventually obtained on the GAD. A meeting will be held with Caltrans to walk through the proposed design so that review staff can best understand the proposed improvements and impacts to Western Avenue and the extent non‐standard features, if any, that would have to be documented. Once the GAD is approved, if required, a Design Standard Decision Document (DSDD) will be prepared in accordance with Appendix BB of the Caltrans Project Development Procedures Manual (PDPM) for Caltrans approval. It is not anticipated that a Storm Water Data Report (SWDR), Drainage Report (DR) will be required by Caltrans. Consultant will utilize the preliminary design in the GAD and other information provided by the consultant design team to prepare a Design Engineering Evaluation Report (DEER), if required, in accordance with Caltrans’ guidance as outlined in Appendix I of the PPDM. The DEER will incorporate the following pieces of information with input from others, as applicable: a)  Signature Cover Page b)  Project Description c)  Background d)  Purpose and Need e)  Environmental Document f)  Right‐of‐Way g)  Traffic and Maintenance and Operations Impacts h)  Proposed Scope of Work i)  Other Considerations as Appropriate j)  Project Personnel Attachments Required: a) Project Vicinity Map b) Project Plans c) Right‐of‐Way Data Sheet d) Initial Site Assessment e) Storm Water Data Report A-31 01203.0006/873094.2 A-8 f) Environmental Addendum (Cover Page) g) As applicable h) Utility Management Matrix i) Utility Relocation Plan j) DSDD k) Traffic Study (including collision analysis) l) Traffic Management Plan m) Project Cost Estimate It is anticipated that the Caltrans review process will include the initial draft, revised draft, and final DEER. QMAP Processing and Approval Once the draft 65% plans are completed, Consultant shall prepare and send the B letters and plans to the applicable utility companies notifying the utility companies of potential conflicts between existing facilities and the proposed improvements. The utility companies will also be asked to again verify their existing facilities including the location, size, and depth (if applicable) within the work area. Report of Investigations (ROI), Utility Agreements (UA) and Notice to Owners (NTO) will be drafted and coordinated with the utility companies in compliance with Caltrans Local Assistance Procedures Manual to obtain R/W and utility certification for the project. Although it is anticipated there will be no R/W acquisition for this project, this must still be documented with Caltrans. If there are utility conflicts, Consultant shall prepare and send the NTO’s (C letters) and plans to the applicable utility companies to coordinate the utility relocation. The NTO’s, distributed when the project is ready for advertisement, will include the project schedule and deadlines for completion of the utility relocation. In collaboration with the City, Consultant shall facilitate the review and approval of documents submitted to Caltrans District 7. Once all the Caltrans Functional Units provide their approval on the final PS&E package, R/W and utility certification is obtained, Consultant shall work with Caltrans to have a construction encroachment permit issued to the City to utilize for construction purposes. Consultant shall prepare a construction cost estimate for the project and prepare an estimated construction schedule. / / / 2.6 Environmental Documentation This task includes the services required to complete environmental compliance. Draft Notice of Exemption Based on review of the project features, Consultant shall prepare a Class 1 Categorical Exemption (CE) for the project pursuant to the California Environmental Quality Act (CEQA). According to the State CEQA Guidelines Section 15301, the project would qualify for a Class 1 CE because it involves minor alterations of an existing public facility (roadway) and involves negligible or no expansion of the existing use. A-32 01203.0006/873094.2 A-9 Consultant shall prepare a draft Notice of Exemption (NOE), consistent with Section 15062 of the State CEQA Guidelines. The NOE will include a description of the project location as well as the nature, purpose, and beneficiaries of the project. It will also document why the project is exempt by substantiating the lack of significant environmental impacts. For this task, Consultant shall also prepare a Substantial Evidence Memorandum (Memorandum) based on a review of City and local planning documents to ensure that the proposed improvements are in conformance with allowed land uses. This Memorandum will also detail why the project would not result in any significant impacts related to the Exceptions identified in Section 15300.2 of the CEQA Guidelines. The draft NOE and Memorandum will be submitted electronically (i.e., in Word and PDF format) to the City for review and comment. Final Notice of Exemption Upon receipt of comments from the City, Consultant shall revise the NOE and Memorandum accordingly. It is anticipated that comments will be editorial in nature and will not require substantial revisions. Also, this Scope of Work assumes that no major changes to the Project Description are made subsequent to initiation of the CEQA documentation process. Consultant shall coordinate the necessary signing and filing of the NOE with the County of Los Angeles Clerk‐Recorder as well as the Office of Planning and Research (OPR) upon project approval. This scope assumes that the City is exempt from the County’s $75.00 filing fee; should it be determined that a filing fee is required, Consultant will request reimbursement. The following are CEQA‐related assumptions that are tied to this scope: a. This scope of work assumes no substantive changes to the project description will occur after the City authorizes CEQA work to begin. Should changes occur after this point, certain analyses may require revision and a change order may be required. b. Because the project is not expected to result in an increase in daily vehicle trips, transportation impacts will be evaluated qualitatively, and a vehicle miles traveled analysis is not assumed. c. Consultant will provide the following: i. Project Description including site plan ii. Construction and operational‐related data to support technical analyses (would only be required with an IS/MND, which is not assumed within this scope) iii. Temporary traffic control measures iv. Anticipated water quality and drainage best management practices v. If an IS/MND is required, the City will undertake all required tribal consultation efforts and provide all relevant details for incorporation into the CEQA document. However, an IS/MND is not assumed within this scope. A-33 01203.0006/873094.2 A-10 vi. No supplemental analyses to satisfy federal or State grant funding applications are assumed. vii. No federal or State nexus requiring NEPA approval is assumed. D. TASK 3: DEVELOP SIGNAL SYNCHRONIZATION SCENARIOS AND TIMING PLANS This task includes the traffic data collection and review, and development of signal timing plans. 3.1 Data Collection Memorandum Consultant shall prepare a brief Memorandum outlining steps and methodology to be used for collecting average daily traffic (ADT) and turning movement counts (TMC) during peak periods as outlined in the following task. The memorandum will be submitted to Caltrans for review, submittal and approval prior to proceeding with the actual data collection. 3.2 Data Collection Consultant shall collect vehicular, bicycle, pedestrian volume data, vehicle speeds, and other relevant factors at each of the 13 intersections involved, along with existing signal timing data gathered as part of Task 1. Twenty‐four (24)‐hour Average Daily Traffic (ADT) roadway count data shall be collected. The results will be presented in Microsoft Excel spreadsheets and graph format. Consultant will include proposed peak period and durations for AM, midday, PM, off‐peak and an after‐hours period, if needed for review and approval by Caltrans, prior to proceeding with peak‐period intersection turning movement counts. Peak periods can be expected to last approximately two (3) hours for AM (capturing before school drop-off), two (2) hours for after‐school/afternoon pick‐up, and two (2) hours for PM periods, unless otherwise agreed upon. The first hour of midday period will be used as off‐peak volume. Turning movement count data will be collected and submitted two (2) weeks after Average Daily Traffic Counts data is provided. Turning movement count results for each intersection will be presented in Microsoft Excel spreadsheets. The turning movement counts will be collected on a Tuesday, Wednesday, or Thursday, weather permitting, during a non‐holiday week. Consultant shall prepare a comparative analysis of the new collected ADT and peak period (AM/PM) traffic data with those completed in 2023 side‐by‐side. The analysis will conclude with an evaluation and recommendation on whether or not updates to the timing and coordination plans (Tasks 3.2 and 3.3) are recommended. 3.3 Signal Timing Plan Update Consultant shall update the signal timing plans for each of the 13 intersections involved, based on newly collected traffic count data. This plan will specify the green, yellow, and red intervals for each signal phase, cycle length, offset style, as well as the sequence of A-34 01203.0006/873094.2 A-11 signal phase, building off of the existing conditions as described in the ITS Inventory and Needs Report (Iteris Traffic Study, 2024). 3.4 Coordination Plan Update Similarly to Task 3.3, Consultant shall update the coordination plan that specifies offsets for each pair of adjacent intersections, and optimizes vehicular flows through the corridor while yielding minimal delay to intersecting streets, during morning and evening peak, and off‐peak periods (Iteris Traffic Study, 2024). 3.5 Simulation and Modeling Consultant shall simulate and construct the optimized coordination plan using simulation software packages (i.e. Tru‐Traffic and/or Synchro) to model performance of the signal timing and coordination plans. Consultant will utilize the Synchro network files from Consultant’ Traffic Study as a baseline, to facilitate the completion of this task. Consultant shall provide completed signal timing charts for Caltrans to review and implement as part of deliverables. Consultants will then conduct a “Before” traffic flow study. The “Before” study will consist of a Travel Time Study and a Traffic Signal Operational Analysis. Information regarding the Measures of Effectiveness (MOE) will be gathered through the arterial section to generate a baseline Level of Service (LOS) for comparison to the After Study. A Before Study will be submitted for each of the peak periods. Consultant shall present the Before Study to establish a baseline for determining the effectiveness of the final proposed timing plan. Directional data and results will be provided in Microsoft Excel format. Consultant shall generate the Measures of Effectiveness (MOE) for the Travel Time Study using the floating car method with Thru‐Traffic software. The trip log files will be in .gpx or .TruTTrip format. The Before Travel Time Study will include seven (7) runs in each direction of travel. 3.6 Timing Plans Implementation and Fine Tuning Consultant shall implement signal timing plans to coordinate traffic signals across the 13 signalized intersections. Coordination with Caltrans will be required in doing so. Upon implementation, Consultant will field verify the timing plans by performing field checks and fine‐tune them as necessary. If changes to the implementation phase are proposed, Consultant shall resubmit Synchro, Tru‐Traffic files and modified timing plans along with documentation of the implementation data. Consultant shall prepare and submit an After Study. The After Study will consist of a Travel Time Study and a Traffic Signal Operational Analysis. Information regarding the Measures of Effectiveness (MOE) will be gathered through the arterial section to generate a post‐implementation LOS for comparison with the Before Study. The After Study will include comparisons of each of the peak periods. The After Study will be submitted two (2) weeks after completion of Implementation Phase. A-35 01203.0006/873094.2 A-12 Consultant shall present the After Study in comparison to the Before Study baseline. This comparison will be utilized to determine the effectiveness of the final proposed timing plan. Directional data and results will be provided in Microsoft Excel format. The MOE for the Travel Time Study will be generated using the floating car method and from Tru‐Traffic software. The trip log files will be in .gpx or .TruTTrip format. Similar to the Before Study, the After Travel Time Study will include seven (7) runs minimum in each direction of travel. E. TASK 4: CONSTRUCTION SUPPORT & ADAPTIVE SYSTEM INTEGRATION SERVICES This task includes required services during the pre‐construction, construction, and post‐ construction phases. 4.1 Construction Support Consultant shall provide support during bidding, construction and implementation of signal, adaptive system detection and communication infrastructure as follows: a) Attend pre‐bid meeting, and respond to questions arisen during bidding period, b) Attend pre‐construction meeting and respond to Requests for Information (RFI), and submittals, c) Assist in evaluating change order requests, and design revisions as appropriate, d) Compile record drawings as “As‐Builts” based on contractor’s marked‐up documents. 4.2 Adaptive System Integration Services The procurement of the adaptive system and the services of its vendor will be done by the Contractor during the construction phase. However, Consultant will provide oversight services to the selected adaptive system vendor to integrate existing and new signal equipment including, but not limited to, controller and its firmware, video/loop detections, CCTV, communication devices connectivity tests between field to Caltrans Traffic Management Center (TMC) or other remote or online web services as required, adaptive signal control licensing, and appurtenant deliverables for an operational system. Consultant shall oversee successful execution by the contractor and/or vendor of system implementation tasks. Tasks may include, but are not limited to, intersections graphics configuration, communication documentation of successful completion of all system integration, and testing plans. F. TASK 5: DEVELOP, DOCUMENT OPERATION & MAINTENANCE PLAN Consultant shall provide detailed documentation and specifications for all systems/equipment developed under Task 2 and installed during Construction Phase, including the necessary documentation to operate troubleshoot, and evaluate performance while maintaining all software/hardware systems that are expected to perform the adaptive functionalities. A-36 01203.0006/873094.2 A-13 Consultant shall prepare the future Operations & Maintenance Plan of the proposed adaptive signal system that will be required to ensure that the implemented signal system improvements can be operated and maintained to maximize system benefits on improving traffic flow and reduce congestion in a sustainable manner, beyond the warranty period. In addition, this task includes training for both Caltrans District 7 and relevant local stakeholder representatives in the Cities of Rancho Palos Verdes, Lomita and Los Angeles.NTENANCE PLAN II. As part of the Services, Consultant shall prepare and deliver the following tangible work products to the City: A. Meeting Schedules, Agenda and Minutes B. Detailed Project Schedules. C. Presentations and other materials for City Council presentations. D. All Agencies’ Required Encroachment Permits (EP) E. Topographic Survey Map, record design drawings, maintenance log, existing timing plans, and a verification record of existing ITS equipment. F. Updated Inventory of Existing Intelligent Transportation Systems. G. Evaluation Criteria Matrix and Memorandum. H. Adaptive Traffic Signal System Evaluation & Selection Documentation. I. Adaptive System of Choice. J. Preliminary‐level drawings depicting said improvements and upgrades. K. Conceptual‐level Engineer’s Estimate. L. Outline of Technical Provision (Basis of Design document). M. Deliverables at each of the 65%, 90% and 100%/Final Submittals: a. Construction Plans, Specifications, and Estimates b. Construction Schedule c. Technical Provisions, to be incorporated into an overall specifications document, which shall include Technical Provisions for the procurement of the adaptive system identified in Task 2.1. d. Notice for Inviting Bids Package (at the completion of 100% Package only). e. Traffic Signal Modification, updated signing and striping plans (as applicable geometric improvements) and Communication Improvement Plans f. Engineer’s Estimates A-37 01203.0006/873094.2 A-14 g. Technical Provisions, to be incorporated into an overall specifications document, which shall include Technical Provisions for the procurement of the adaptive system identified in Task 2.1. N. Notice for Inviting Bids Package (at the completion of 100% Package only). O. Configuration and Testing plans. P. System Integration and Acceptance plans. Q. All required Caltrans District 7’s, City of Rancho Palos Verdes’, Cities of Los Angeles’ and Lomita’s Encroachment Permits. R. List of requirements or conditions associated with the permits. S. Concurrence, letter of approval, or signature on relevant documents from the Cities of Los Angeles and Lomita. T. Proposed modifications of the existing maintenance agreements between Caltrans and Cities of Rancho Palos Verdes, Los Angeles, and Lomita, as required. U. Categorical Exemption or other designation and related documentation under CEQA. V. OPTIONAL Filing at Los Angeles County’s Clerk and the State Office of Planning & Research (OPR). W. Data Collection Memorandum subject to Caltrans’ review and approval X. ADT count data Y. Network drawing in CAD showing phase numbers, intersection lane geometry, peak‐ hour traffic volumes at each intersection Z. Summary of comparison between existing 2023 vehicular traffic data and new data collected, as well as a brief evaluation and recommendation memorandum. AA. Measure of Effectiveness Table that includes traffic flow, average delay, total travel time, number of stops, average speed, network performance index. BB. Before Study directional data and results in Microsoft Excel format. CC. Tru‐Traffic Version Before Study files. DD. Trip log files. EE. Updated Synchro and Tru‐Traffic files with optimized timing parameters. FF. Before Study Technical Memorandum. A-38 01203.0006/873094.2 A-15 GG. Corridor Modeling Technical Memorandum. HH. Implemented and fine‐tuned timing sheets. II. Fine‐tuned Synchro and Tru‐Traffic files. JJ. After Study directional data and results in Microsoft Excel. KK. Tru‐Traffic after study files. LL. Trip log files. MM. After study Technical Memorandum. NN. Documented Evidence of operational performance which includes a reduction of travel time. OO. Responses to questions, review of submittals, design revisions and “As‐Built” drawings needed. PP. Participations at pre‐bid and pre‐construction meetings. QQ. System Integration Journal and/or Report. RR. Testing acceptance documentation or log. SS. Operational and Maintenance documentations. TT. Warranty paperwork including maintenance and support’s terms and agreement that are consistent with the Concept of Operations document. UU. Training Sessions (virtual and in‐person) for Caltrans District 7, and City of Rancho Palos Verdes’ designated staff & Documentation. & All work product is subject to review and acceptance by the City, and must be revised by the Consultant without additional charge to the City until found satisfactory and accepted by City. Consultant shall utilize the personnel stated in its proposal to accomplish the Services, unless otherwise approved in writing by the City’s Contract Officer. A-39 01203.0006/873094.2 C-1 EXHIBIT “B” SPECIAL REQUIREMENTS (Superseding Contract Boilerplate) Added text indicated in bold italics, deleted text indicated in strikethrough. [INTENTIONALLY LEFT BLANK] A-40 01203.0006/873094.2 C-2 EXHIBIT “C” SCHEDULE OF COMPENSATION I. Consultant shall perform the following tasks at the following rates: TASK Iteris Psomas STAFF HOURS COST De e p a k K a u s h i k Pr o j e c t M a n a g e r Vi g g e n D a v i d i a n Pr i n c i p a l ‐ i n ‐ C h a r g e Da v i d H u y n h Se n i o r A d v i s o r Jo s h M c N e i l l Ta s k L e a d Ja s o n X u Ta s k L e a d Se n i o r E n g i n e e r En g i n e e r As s i s t a n t E n g i n e e r Ps o m a s P r o j e c t M a n a g e r En v i r o n m e n t a l / C a l t r a n s Le a d Pr o j e c t E n g i n e e r / D e s i g n e r Ci v i l E n g i n e e r i n g D e s i g n e r En v i r o n m e n t a l M a n a g e r Pr o j e c t A s s i s t a n t Staff Rates $260 $350 $340 $275 $270 $195 $170 $150 $285 $245 $200 $165 $155 $135 0Project Management/Administration/Meetings 84 20 56 38 22 0 0 0 16 18 20 3 0 0 277 $77,735 a. Kick‐off & Progress Meetings 40 20 40 30 16 8 14 168 $49,280 b. Caltrans & Vendor Coordination 16 8 6 8 4 20 3 65 $15,735 c. Traffic Safety Committee Meetings 14 8 22 $6,360 d. City Council Meetings 14 8 22 $6,360 1Confirm Existing Inventory and Validate ITS Needs 0 0 0 0 0 0 18 18 4 16 70 112 90 0 328 $57,250 a. Field Visits and Survey (drawings and timing plans) 0 0 0 0 0 0 6 6 2 12 70 112 90 0 298 $51,860 b. ITS Validation Memorandum 12 12 2 4 30 $5,390 2 Adaptive System Evaluation, Selection, Prelim & Final Design 29 8 20 86 42 60 182 170 24 122 274 421 22 22 1482 $287,645 2.1 Adaptive System Evaluation and Selection 12 8 0 0 10 0 0 0 4 0 0 6 0 0 40 $10,750 a. Evaluation Criteria Matrix & Memorandum 8 6 6 2 6 28 $7,360 b. Adaptive System of Choice 4 2 4 2 12 $3,390 2.2 Preliminary Engineering 0 0 2 20 32 4 62 18 0 0 8 20 0 2 168 $34,010 a. Preliminary drawings 0 0 2 2 0 4 8 18 0 8 20 0 2 64 $11,240 b. Conceptual Engineer's Estimate 0 0 0 2 2 0 0 0 4 $1,090 c. Outline of Technical Provisions (Basis of Design) 0 0 0 16 30 0 54 0 100 $21,680 2.3 Plans, Specifications, and Estimates (with QMAP) 9 0 16 42 0 50 92 140 20 0 71 144 0 5 589 $110,055 a. Traffic Signal Mod, Signing/Striping, Comm Imp Plans with EPOP 6 0 10 27 0 36 61 96 20 0 68 138 0 5 467 $86,920 Optional QMAP/DEER process 2 0 2 4 0 4 7 12 0 0 3 6 0 0 40 $7,660 b. Engineer's Estimates 1 0 1 3 0 2 6 2 15 $3,135 c. Technical Provisions 0 0 3 8 0 8 18 30 67 $12,340 2.4 Development of Configuration, Testing, Integration, & Acceptance Plans 0 0 2 6 0 6 12 12 0 0 0 0 0 0 38 $7,340 a. Configuration & Testing Plans 0 0 1 3 0 2 6 6 18 $3,475 b. System Integration & Acceptance Plans 0 0 1 3 0 4 6 6 20 $3,865 2.5 Permitting (with QMAP) 0 0 0 18 0 0 16 0 0 118 195 251 0 11 609 $118,480 a. EPOP Option 0 0 0 10 0 0 8 0 0 59 100 126 0 6 309 $60,165 Optional QMAP/DEER process 0 0 0 8 0 0 8 0 0 44 70 93 0 4 227 $44,225 b. List of Requirements or Conditions 0 5 8 11 0 0 24 $4,640 c. Concurrence from City of LA & Lomita 0 6 11 13 0 1 31 $5,950 d. Maintenance Agreement Modifications (Caltrans & RPV, LA, Lomita) 0 4 6 8 0 0 18 $3,500 2.6 Environmental Documentation 8 0 0 0 0 0 0 0 0 4 0 0 22 4 38 $7,010 a. Categorical Exemption 6 2 22 4 34 $6,000 Optional County & OPR Filing 2 2 4 $1,010 3 Develop Signal Synchronization Scenarios & Timing Plans 20 0 0 0 4 6 20 32 0 0 0 0 0 0 82 $15,650 3.1 Data Collection Memorandum 2 0 0 0 0 0 0 2 0 0 0 0 0 0 4 $820 a. Data Collection Memorandum 2 0 2 4 $820 3.2 Data Collection 4 0 0 0 0 0 8 8 0 0 0 0 0 0 20 $3,600 a. ADT Count data 2 2 4 $860 b. CAD Network drawing 4 4 8 $1,280 c. Data Comparison Memorandum 2 2 4 8 $1,460 3.3 Signal Timing Plan Update 2 0 0 0 0 0 0 4 0 0 0 0 0 0 6 $1,120 A-41 01203.0006/873094.2 C-3 a. Signal Timing Plan Update 2 4 6 $1,120 3.4 Coordination Plan Update 4 0 0 0 0 0 0 4 0 0 0 0 0 0 8 $1,640 a. Measure of Effectiveness table 4 4 8 $1,640 3.5 Simulation and Modeling 6 0 0 0 4 0 6 8 0 0 0 0 0 0 24 $4,860 a. Before Study data 2 2 2 2 8 $1,700 b. Tru‐Traffic and Synchro files 2 2 4 $640 c. Before Study Tech Memorandum 4 2 2 4 12 $2,520 3.6 Timing Plans Implementation and Fine Tuning 2 0 0 0 0 6 6 6 0 0 0 0 0 0 20 $3,610 a. Implemented Timing Plans and Syncho files 2 0 2 2 2 8 $1,550 b. Tru‐Traffic files 4 2 2 8 $1,420 c. After Study Tech Memorandum 2 2 4 $640 4Construction Support & Adaptive System Integration Services 4 0 6 42 12 94 60 60 0 0 0 0 0 0 278 $55,400 4.1 Construction Support 4 0 0 36 0 44 0 0 0 0 0 0 0 0 84 $19,520 a. Responses, review of submittals, design revisions & “As‐Built” drawings 2 32 44 78 $17,900 b. Participation at pre‐bid construction meetings 2 4 6 $1,620 4.2 Adaptive System Integration Services 0 0 6 6 12 50 60 60 0 0 0 0 0 0 194 $35,880 a. System Integration Report 6 6 30 42 $9,510 b. Testing acceptance documentation 6 6 20 60 60 152 $26,370 5 Develop, Document Operation & Maintenance Plan 0 0 0 4 12 0 0 0 0 0 0 0 0 0 16 $4,340 a. O & M Documentation 2 2 $540 b. Warranty Paperwork 2 2 $540 c. Training Sessions 4 8 12 $3,260 Total Labor Hours (with all optional tasks) 137 28 82 170 92 160 280 280 44 156 364 536 112 22 2,463 ‐ Labor Cost Total Traffic Count Collection Cost (13 intersections, 2 roadway segments) Travel (mileage) Other direct costs (reproduction, right‐of‐way data sheet review, etc) $498,020 $6,740 $850 $3,210 PROJECT TOTAL (with all optional tasks) $508,820 II. Within the budgeted amounts for each Task, and with the approval of the Contract Officer, funds may be shifted from one Task subbudget to another so long as the Contract Sum is not exceeded per Section 2.1, unless Additional Services are approved per Section 1.9. III. The City will compensate Consultant for the Services performed upon submission of a valid invoice. Each invoice is to include: A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate. B. Line items for all materials and equipment properly charged to the Services. A-42 01203.0006/873094.2 C-4 C. Line items for all other approved reimbursable expenses claimed, with supporting documentation. D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the Services. E. Line item current amount, amount to date, and remaining amount. IV. The total compensation for the Services shall not exceed the Contract Sum as provided in Section 2.1 of this Agreement. V. The Consultant’s billing rates for all personnel are attached as Exhibit C-1. NOT APPLICABLE A-43 01203.0006/873094.2 D-1 EXHIBIT “D SCHEDULE OF PERFORMANCE I. Consultant shall perform all services timely in accordance with the following schedule: Western Avenue Improvements Final Design Weekly Schedule Task November 2024 December January February March April May June 2025 July August September October November December January February March April May 2026 June July August September October November 0 Project Management/Administration/Meetings a. Kick‐off & Progress Meetings (biweekly) b. Caltrans & Vendor Coordination c. Traffic Safety Committee Meetings (dates tbd) d. City Council Meetings (dates tbd) 1 Confirm Existing Inventory and Validate ITS Needs a. Field Visits and Survey (drawings and timing plans) b. ITS Validation Memorandum 2 Adaptive System Evaluation, Selection, Prelim & Final Design 2.1 Adaptive System Evaluation and Selection a. Evaluation Criteria Matrix & Memorandum b. Adaptive System of Choice 11/11 11/18 11/25 12/2 12/9 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17 2/24 3/3 3/10 3/17 3/24 3/31 4/7 4/14 4/21 4/28 5/5 5/12 5/19 5/26 6/2 6/9 6/16 6/23 6/30 7/7 7/14 7/21 7/28 8/4 8/11 8/18 8/25 9/1 9/8 9/15 9/22 9/29 10/6 10/13 10/20 10/27 11/3 11/10 11/17 11/24 12/1 12/8 12/15 12/22 12/29 1/5 1/12 1/19 1/26 2/2 2/9 2/16 2/23 3/2 3/9 3/16 3/23 3/30 4/6 4/13 4/20 4/27 5/4 5/11 5/18 5/25 6/1 6/8 6/15 6/22 6/29 7/6 7/13 7/20 7/27 8/3 8/10 8/17 8/24 8/31 9/7 9/14 9/21 9/28 10/5 10/12 10/19 10/26 11/2 11/9 11/16 2.2 Preliminary Engineering a. Preliminary drawings b. Conceptual Engineer's Estimate c. Outline of Technical Provisions (Basis of Design) 2.3 Plans, Specifications, and Estimates (with QMAP) a. Traffic Signal Mod, Signing/Striping, Comm Imp Plans with EPOP Optional QMAP/DEER process b. Engineer's Estimates c. Technical Provisions 2.4 Development of Configuration, Testing, Integration, & Acceptance Plans a. Configuration & Testing Plans b. System Integration & Acceptance Plans 2.5 Permitting (with QMAP) a. EPOP Option Optional QMAP/DEER process b. List of Requirements or Conditions c. Concurrence from City of LA & Lomita d. Maintenance Agreement Modifications (Caltrans & RPV, LA, Lomita) 2.6 Environmental Documentation a. Categorical Exemption b. County & OPR Filing 3 Develop Signal Synchronization Scenarios & Timing Plans 3.1 Data Collection Memorandum 3.2 Data Collection 3.3 Signal Timing Plan Update 3.4 Coordination Plan Update 3.5 Simulation and Modeling 3.6 Timing Plans Implementation and Fine Tuning a. Data Collection Memorandum a. ADT Count data b. CAD Network drawing c. Data Comparison Memorandum a. Signal Timing Plan Update a. Measure of Effectiveness table a. Before Study data b. Tru‐Traffic and Synchro files c. Before Study Tech Memorandum a. Implemented Timing Plans and Syncho files b. Tru‐Traffic files c. After Study Tech Memorandum 4 Construction Support & Adaptive System Integration Services 4.1 Construction Support a. Responses, review of submittals, design revisions & “As‐Built” drawings b. Participation at pre‐bid construction meetings 4.2 Adaptive System Integration Services a. System Integration Report b. Testing acceptance documentation 5 Develop, Document Operation & Maintenance Plan a. O & M Documentation b. Warranty Paperwork c. Training Sessions A-44 01203.0006/873094.2 D-1 II. Consultant shall deliver the following tangible work products to the City by the following dates. Project Management (ongoing work product through duration of the Project). Inventory of Existing Intelligent Transportation Systems (12/31/24). Adaptive Traffic Signal System Evaluation & Selection Documentation (1/31/25). Preliminary Engineering Documentation (1/31/25). Caltrans Approve Final Plans Specifications & Estimates (5/30/25). Caltrans Approved Encroachment Permit to Construct the Project (7/31/25). Construction Support Documentation of Overall System Integration & Testing (10/31/26). Operation & Maintenance Plan (11/30/26). System Warranty Paperwork (11/30/26). Meeting agendas and minutes (throughout Project Duration). Detailed schedules (throughout Project Duration). Presentations and other materials for the Traffic Safety Committee and City Council (April 2025). III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2. Any further extensions require City Council approval. A-45 AMENDMENT NO. 1 TO AGREEMENT FOR PROFESSIONAL SERVICES This AMENDMENT NO. 1 (“Amendment No. 1”) to that certain AGREEMENT FOR PROFESSIONAL SERVICES by and between the CITY OF RANCHO PALOS VERDES (“City”) and NUVIS, INC., a California S Corporation (“Consultant”) is effective as of November 6, 2024. RECITALS A. City and Consultant entered into that certain Agreement for Professional Services dated December 20, 2022 (the “Agreement”) whereby Consultant agreed to provide landscape architecture design and support services for the Western Avenue Beautification Project (the “Services”) for a term of two years with a one-year extension for a Contract Sum of $183,818. The Agreement provided for one additional one-year extension of the Term at the City’s discretion. B. City and Consultant now desire to amend the Agreement to extend the Term through the close of business on December 20, 2025, and to increase the Total Compensation by $45,025 for a new Contract Sum of $228,843. TERMS 1. Contract Changes. The Agreement is amended as provided herein. Deleted text is indicated in strikethrough and added text in bold italics. Section 2.1 Contract Sum, of the Agreement, is amended to read: “Subject to any limitation set forth in this Agreement, City agrees to pay Consultant the amounts specified in the “Schedule of Compensation” attached hereto as Exhibit “C” and incorporated herein by this reference. The total compensation, including reimbursement for actual expenses, shall not exceed $183,818 (One Hundred Eighty-Three Thousand Eight Hundred Eighteen) $228,843 (Two Hundred Twenty Eight Thousand Eight Hundred Forty Three Dollars) (the “Contract Sum”), unless additional compensation is approved pursuant to Section 1.9.” B-1 01203.0006/1028285.1 -2- The following is added to Section I of Exhibit “A-1” Scope of Services, of the Agreement. Scope of Services for Amendment No. 1 Covering Periods: December 20, 2024 – December 20, 2025: The following shall be added to Section I of Exhibit “C-1” Schedule of Compensation, of the Agree,emt. “Schedule of Compensation for Amendment No. 1 Covering Periods: December 20, 2024 – December 20, 2025: Task Fixed/Hourl y Amoun t 90% PS&E and Schedule Refinement Fixed $32,705 Caltrans Submittal Coordination Hourly $4,320 B-2 01203.0006/1028285.1 -3- Design Team/Governmen t Agency Coordination Hourly $8,000 Total $45,025” The following is added to Section I of Exhibit “D-1” Schedule of Performance of the Agreement. Schedule of Performance for Amendment No. 1 Covering Periods: December 20, 2024 – December 20, 2025: 2.Continuing Effect of Agreement. Except as amended by this Amendment No. 1, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement, as amended by this Amendment No. 1 to the Agreement. 3.Affirmation of Agreement; Warranty Re Absence of Defaults. City and Consultant each ratify and reaffirm each and every one of the respective rights and obligations arising under the Agreement. Each party represents and warrants to the other that there have been no written or oral modifications to the Agreement other than as provided herein. Each party represents and warrants to the other that the Agreement is currently an effective, valid, and binding obligation. Consultant represents and warrants to City that, as of the date of this Amendment No. 1, City is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement. B-3 01203.0006/1028285.1 -4- City represents and warrants to Consultant that, as of the date of this Amendment No. 1, Consultant is not in default of any material term of the Agreement and that there have been no events that, with the passing of time or the giving of notice, or both, would constitute a material default under the Agreement. 4. Adequate Consideration. The parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment No. 1. 5. Authority. The persons executing this Amendment No. 1 on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Amendment No. 1 on behalf of said party, (iii) by so executing this Amendment No. 1, such party is formally bound to the provisions of this Amendment No. 1, and (iv) the entering into this Amendment No. 1 does not violate any provision of any other agreement to which said party is bound. [SIGNATURES ON FOLLOWING PAGE] B-4 01203.0006/1028285.1 -5- IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written. CITY: CITY OF RANCHO PALOS VERDES, a municipal corporation ____________________________________ John Cruikshank, Mayor ATTEST: _________________________________ Teresa Takaoka, City Clerk APPROVED AS TO FORM: ALESHIRE & WYNDER, LLP _________________________________ William W. Wynder, City Attorney CONSULTANT: NUVIS LANDSCAPE ARCHITECTURE, a California S corporation By: ________________________________ Name: Perry A. Cardoza Title: President By: ________________________________ Name: Robert Stone Title: Executive Vice President Address: 20250 Acacia St. Ste. 260 Newport Beach, CA 92660 Two corporate officer signatures required when Consultant is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. CONSULTANT’S SIGNATURES SHALL BE DULY NOTARIZED, AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT’S BUSINESS ENTITY. B-5 01203.0006/1028285.1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On __________, 2024 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: _____________________________________ OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER _______________________________ TITLE(S) PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER_______________________________ ______________________________________ SIGNER IS REPRESENTING: (NAME OF PERSON(S) OR ENTITY(IES)) _____________________________________________ _____________________________________________ ___________________________________ TITLE OR TYPE OF DOCUMENT ___________________________________ NUMBER OF PAGES ___________________________________ DATE OF DOCUMENT ___________________________________ SIGNER(S) OTHER THAN NAMED ABOVE A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. B-6 01203.0006/1028285.1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF LOS ANGELES On __________, 2024 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature: _____________________________________ OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT INDIVIDUAL CORPORATE OFFICER _______________________________ TITLE(S) PARTNER(S) LIMITED GENERAL ATTORNEY-IN-FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER_______________________________ ______________________________________ SIGNER IS REPRESENTING: (NAME OF PERSON(S) OR ENTITY(IES)) _____________________________________________ _____________________________________________ ___________________________________ TITLE OR TYPE OF DOCUMENT ___________________________________ NUMBER OF PAGES ___________________________________ DATE OF DOCUMENT ___________________________________ SIGNER(S) OTHER THAN NAMED ABOVE A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document. B-7   1    WESTERN AVE DESIGN PHASE ‐ SCOPE OF WORK     The following Scope of Work has been developed to include all the tasks, activities and deliverables  contained in the Final Scoping Document developed during the previous phase.    TASK 0. PROJECT MANAGEMENT / ADMINISTRATION / MEETINGS  This task includes project management activities and meetings. In addition, Iteris will execute the  Quality Control (QC) plan as identified in the proposal to the City.    0.1 Kick‐off & Progress Meetings  The Iteris team will participate in the project kick‐off meeting and biweekly progress meetings during  the course of the project. Agendas and meeting minutes will be prepared for these meetings as  required. Updates on the project schedule will be provided on a biweekly basis as well.    0.2 Caltrans and Vendor Coordination Meetings  Iteris will participate in up to five (5) coordination meetings with Caltrans throughout the permitting,  review and approval process. In addition, Iteris will participate in up to two (2) meetings with vendors  during the adaptive system selection process.    0.3 Traffic Safety Committee Meetings  Iteris will prepare and deliver up to 2 presentations to the Traffic Safety Committee.    0.4 City Council Meetings  Iteris will prepare and deliver up to 2 presentations to the City Council.      TASK 1. CONFIRM EXISTING INVENTORY & VALIDATE ITS NEEDS  This task includes field visits and surveys to confirm current physical conditions along the corridor.    Field Visits and Survey  The Iteris team will conduct field visits of the project area to verify existing Traffic Signal and Intelligent  Transportation System (ITS) equipment identified in the ITS Inventory Report and to identify design  issues. Existing site conditions will be recorded in photographs and/or video. The results will be  documented in a field survey memorandum.    Iteris/Psomas will obtain the necessary EP from Caltrans to perform any work within State ROW.  The  Design Surveys at the 7 median locations where left‐turn extensions are proposed will be done in  accordance with Caltrans requirements and will include but not be limited to the following:   Prepare a Survey Map situated on NAD83 state plane coordinate system at a scale of 1" = 10’  over the 7 median sites listed below, delivered in both hardcopy (scaled PDF plot) and AutoCAD  format.   Centerline and Right‐of‐Way lines established from field surveyed measurements, available  C-1   2    public record, and municipal digital mapping data.    Horizontal location, size and description of buildings, driveways, walks, curbs, walls, fences,  signs, poles, trees over 6" in diameter, and other permanent surface visible features.   Topography situated on presiding municipal datum as established by city benchmarks at a 1‐foot  contour interval, and spot elevations on a grid pattern in level areas.   Elevations on driveways, walks, curbs, gutters, and walls, including at back of walk, top of curb,  flow line, edge of gutter and centerline every 25’ along roadways, within the limits of the left‐ turn median extensions.   Utilities at surface located by the field crew. Subsurface detection and invert measurements are  excluded from this scope.    A Title Report will not be acquired on behalf of the City for purposes of plotting easements burdening  subject property. Should concerns emerge regarding status of right of way, matters of title should be  investigated on a per‐parcel basis.      Deliverable:   Record drawings, maintenance log, existing timing plans, and a verification record of existing ITS  equipment.      TASK 2. ADAPTIVE SYSTEM EVALUATION, SELECTION, PRELIMINARY, & FINAL ENGINEERING  This task includes all services required to evaluate the adaptive system and prepare preliminary  design/engineering.    2.1 Adaptive System Evaluation and Selection  In close cooperation with Caltrans District 7’s Traffic Operations and Management Center, Iteris will  coordinate, schedule and lead evaluation process for determining an adaptive system that offers the  best value, based on several criteria and requirements included, but not limited to ease of  implementation, deployment cost and price commitment, other users’ feedback.    Iteris will conduct a thorough evaluation of a total of up to four (4) adaptive signal control systems using  the above‐listed criteria and requirements. It is anticipated the three (3) of the four systems will be the  ones that were initially evaluated during the previous phase. Iteris will develop a ranking system based  on these factors and select the most suitable system that will best achieve the goals and functional  requirements specified in the Concept of Operations document for this Project.    Deliverables:   a. Evaluation Criteria Matrix and Memorandum,  b. Adaptive System of Choice.   2.2 Preliminary Engineering  This task includes preliminary efforts for producing engineering plans specifications and estimates. Iteris  will coordinate with Psomas to collect all required data and produce base level plans for review before  proceeding with final design activities.  C-2   3      As such, the preliminary design plans will include but not be limited to the following:    • System Design: Utilizing the tasks identified in the attached Scoping Document, ITS Inventory of  Needs, and Concept of Operations Documents, Iteris will prepare System Design Plans, System  Integration and Acceptance Testing Plans, Specification and Estimates tied to the specific  requirements for the selected adaptive traffic signal system.    • Material Procurement Plan: In close coordination with the City and Caltrans, Iteris will develop a  procurement plan that identifies opportunities for Contractor‐furnished versus State‐ furnished  material such as CCTVs.     Civil Design Plan and Profile for any reconfiguration plans. Psomas will develop up to seven (7)  detailed plans with profiles, as needed, at a horizontal scale of 1”=20’ and vertical scale of 1”=2’  for the extension of left‐turn lanes at:  o Northbound left‐turn at Avenida Aprenda  o Southbound left‐turn at Westmont Drive‐Delasonde Drive  o Northbound left‐turn at Toscanini Drive  o Northbound left‐turn at Terraces Shopping Center  o Southbound left‐turn at Park Western Drive  o Southbound left‐turn at 1st Street  o Southbound left‐turn at Weymouth Place‐Avenue    Note that plans and profiles will show new layout, existing finish and proposed top‐of‐curb  elevations along with the necessary dimensions from centerlines established for each  location.  Plans will also show removals and existing utilities.    • Traffic Signal Modification Plans for each intersection. Iteris will develop up to thirteen (13)  traffic signal plans, as needed, at a horizontal scale of 1”=20’ that will include the following:  o Revised Equipment Schedule reflecting the necessary removal of existing traffic signal  poles and installation of new ones to accommodate changes in the proposed road  geometry as reflected in the Comprehensive Traffic Study Report, the ITS Inventory of  Needs, the Design Scoping Document and EPOP or DEER as required by Caltrans.  o Updated traffic signal conductor schedule.  o Other upgrades required by CAMUTCD’s latest edition such as accessible pedestrian  push buttons, bicycle detection, and others to be determined during the design as  required by Caltrans staff.  o Updated signing and striping to reflect revised lane configuration and required traffic  signs.    • Traffic control plans for maintenance of traffic during construction. Iteris will develop up to 7  traffic control plans for the raised median construction as needed at a horizontal scale 1”=40’.  Standard traffic control plans will be referenced for all other work. The traffic control plans for  raised median work will include the following:    o Alignment of temporary striping and/or delineators for the purposes of maintaining  C-3   4    traffic through construction area  o Temporary signage in compliance with latest CAMUTCD section 6 and Caltrans standard  plans.  o Traffic control general notes and working hours.    • All design plan sheets will conform with the requirements as shown in Caltrans Encroachment  Permit Guide as shown in the following link:  https://dot.ca.gov/‐/media/dot‐media/programs/trafficoperations/documents/encroachment‐permits/ep‐ application‐guidebooklet‐a11y.pdf    Basis of Design Document  The Iteris team will prepare a Basis of Design (BOD) document, which will include preliminary design  phase tasks, which shall be initiated at the beginning of preliminary design and be kept current  throughout design. The BOD shall also include but not be limited to the following:    • Description of the Project.  • Executive Summary.  • Summary and results of the Environmental Analysis.  • List of legal, regulatory, and permit requirements.  • List of applicable codes and standards to be used in design.  • List of design assumptions and criteria.  • Description of site‐related field investigations conducted, and research completed  • Work Breakdown Structure (WBS) based Scope of Work  • WBS based cost‐loaded schedule for the Work.  • WBS based Consultant’s opinion of estimated cost for the Project.  • Construction Packaging Plan establishing composition of Project elements into Construction Bid  Packages and defining the relationships between  • packages; and  • Construction Phasing Plan.  • Coordination with other projects    Deliverables:   a. Preliminary‐level drawings depicting said improvements and upgrades,  b. Conceptual‐level Engineer’s Estimate,  c. Outline of Technical Provision (Basis of Design document).    2.3 Plans, Specifications, and Estimates  Building off the Preliminary Engineering task, the Iteris team will prepare 65%, 90%, and 100% plans  which shall include engineering calculations, reports, PS&E in accordance with Caltrans Requirements  for all work to be performed within State ROW and per the local municipalities for work to be performed  within local jurisdictions.  As such, the design plans will include but not be limited to the following:    • Upon selection of the vendor (as part of 2.1), technical specifications and requirements shall be  included.    • System Design: Utilizing the tasks identified in the attached Scoping Document, ITS Inventory of  Needs, and Concept of Operations Documents, Iteris will prepare System Design Plans, System  C-4   5    Integration and Acceptance Testing Plans, Specification and Estimates tied to the specific  requirements for the selected adaptive traffic signal system.    • Material Procurement Plan: In close coordination with the City and Caltrans, Iteris will develop a  procurement plan that identifies opportunities for Contractor‐furnished versus State‐ furnished  material such as CCTVs.    • Civil Design Plan and Profile for any reconfiguration plans. Psomas will develop up to seven  (7) detailed plans with profiles, as needed, at a horizontal scale of 1”=20’ and vertical scale  of 1”=2’ for the extension of left‐turn lanes at:  o Northbound left‐turn at Avenida Aprenda  o Southbound left‐turn at Westmont Drive‐Delasonde Drive  o Northbound left‐turn at Toscanini Drive  o Northbound left‐turn at Terraces Shopping Center  o Southbound left‐turn at Park Western Drive  o Southbound left‐turn at 1st Street  o Southbound left‐turn at Weymouth Place‐Avenue    Note that plans and profiles will show new layout, existing finish and proposed top‐of‐curb  elevations along with the necessary dimensions from centerlines established for each  location.  Plans will also show removals and existing utilities.    • Traffic Signal Modification Plans for each intersection. Iteris will develop up to Thirteen (13)  traffic signal plans, as needed, at a horizontal scale of 1”=20’ that will include the following:  o Revised Equipment Schedule reflecting the necessary removal of existing traffic signal  poles and installation of new ones to accommodate changes in the proposed road  geometry as reflected in the Comprehensive Traffic Study Report, the ITS Inventory of  Needs, the Design Scoping Document and EPOP or DEER as required by Caltrans.  o Updated traffic signal conductor schedule.  o Other upgrades required by CAMUTCD’s latest edition such as accessible pedestrian  push buttons, bicycle detection, and others to be determined during the design as  required by Caltrans staff.  o Updated signing and striping to reflect revised lane configuration and required traffic  signs.    • Traffic control plans for maintenance of traffic during construction. Iteris will develop up to 7  traffic control plans for the raised median construction as needed at a horizontal scale 1”=40’.  Standard traffic control plans will be referenced for all other work. The traffic control plans for  raised median work will include the following:    o Alignment of temporary striping and/or delineators for the purposes of maintaining  traffic through construction area  o Temporary signage in compliance with latest CAMUTCD section 6 and Caltrans standard  plans.  o Traffic control general notes and working hours.    C-5   6    • As noted earlier, all design plan sheets will conform with the requirements as shown in Caltrans  Encroachment Permit Guide as shown in the following link:  https://dot.ca.gov/‐/media/dot‐media/programs/trafficoperations/documents/encroachment‐ permits/ep‐application‐guidebooklet‐a11y.pdf    It is understood that design reviews will be performed at the 65%, 90%, and Final design phases. For  each design review submittal, Iteris will provide PDFs and CAD files of all plans, specifications, and all  other material required by the Scope of Services. Electronic CAD Files of the final drawing set will also be  submitted on DVD or other electronic media. It is understood that the City will require 15 working days  for review of submittal documents at each design review. Iteris will aim for a turnaround time of 5 to 10  working days    Iteris will provide a written response to all review comments within fourteen (14) calendar days of  receipt. This comment log, in the form of an MS Excel spreadsheet, will show the disposition of all  comments and will include, at a minimum, the comment, drawing or specification reference, originator  of the comment, and detailed response to the comment. The comment log may also reference highlights  or annotations to the original documents (drawing and specifications)     Final PS&E Package  Upon resolution of all outstanding comments, Iteris will prepare a Final PS&E package. The Final PS&E  package will include the following:     Construction specifications and engineer’s construction cost estimate   Construction schedule   Final signal modification and Civil design plans   Comments disposition memorandum(s)    In addition, Iteris will prepare the Notice Inviting Bids package. Iteris will support the City by providing  information for any Community Information Workshops.    Deliverables at 65%, 90% and 100%/Final:   a. Traffic Signal Modification, updated signing and striping plans (as applicable geometric  improvements) and Communication Improvement Plans,  b. Engineer’s Estimates,  c. Technical Provisions, to be incorporated into an overall specifications document, which shall include  Technical Provisions for the procurement of the adaptive system identified in Task 2.1.    2.4 Development of Configuration, Testing, Integration, and Acceptance Plans  Iteris will prepare plans for the configuration, installation, testing, integration and acceptance  procedures of the adaptive system of choice that will facilitate project’s operational acceptance and  close out. Said plans will serve as a way to check the original system objectives and functional  requirements identified in the Concept of Operations document.    C-6   7    Deliverables:   a. Configuration and Testing plans,  b. System Integration and Acceptance plans.    2.5 Permitting  The Iteris team will facilitate and participate in an initial meeting with Caltrans District 7 representatives  to discuss the need, purpose and extents of review, consent and approval needed for the project at  hand.    The team will meet with Caltrans Encroachment Permits Office and applicable Functional Units to discuss  the overall conceptual project improvements and confirm that the QMAP is the appropriate pathway to  obtain project approval, or whether the EPOP pathway is sufficient. The cost estimate for the EPOP  pathway and the additional/incremental cost associated with the QMAP pathway are provided.  Once  agreed upon, Psomas will lead the team in preparing a Quality Management Plan (QMP) for approval by  Caltrans before work begins.    Psomas will determine the owners of the existing utilities within, and adjacent to, the project corridor.   Psomas will prepare and send the Utility A letters and a location map to the applicable utility companies  requesting utility information and verification of their existing facilities including the location, size, and  depth (if applicable) within the work area, or those that might be affected by the proposed improvements.   Psomas will then update the base map to reflect the existing utility information.      Relevant to the seven median modifications to extend left‐turn lanes, Psomas will prepare a Geometric  Approval Drawing (GAD) for the proposed improvements highlighting the roadway design elements  Caltrans is responsible for.  The preliminary design will include typical sections, horizontal and vertical  roadway geometry.  A Design Information Bulletin 78 (DIB 78) checklist will also be completed to identify  non‐standard features.  The non‐standard features will be annotated on the GAD to facilitate discussions  with Caltrans so that approval can be eventually obtained on the GAD. A meeting will be held with Caltrans  to walk through the proposed design so that review staff can best understand the proposed  improvements and impacts to Western Avenue and the extent non‐standard features have to be  documented.  Once the GAD is approved, a Design Standard Decision Document (DSDD) will be prepared  in accordance with Appendix BB of the Caltrans Project Development Procedures Manual (PDPM) for  Caltrans approval.      Due to the minor civil, mostly traffic‐equipment nature of the proposed improvements, it is not  anticipated that a Storm Water Data Report (SWDR), Drainage Report (DR) will be required by Caltrans.   Psomas will utilize the preliminary design in the GAD and other information provided by the consultant  design team to prepare a Design Engineering Evaluation Report (DEER) in accordance with Caltrans’  guidance as outlined in Appendix I of the PPDM. The DEER will incorporate the following pieces of  information with input from others, as applicable:   Signature Cover Page   Project Description   Background   Purpose and Need  C-7   8     Environmental Document   Right‐of‐Way    Traffic and Maintenance and Operations Impacts   Proposed Scope of Work   Other Considerations as Appropriate   Project Personnel   Attachments Required  A. Project Vicinity Map  B. Project Plans  C. Right‐of‐Way Data Sheet  D. Initial Site Assessment  E. Storm Water Data Report  F. Environmental Addendum (Cover Page)  a. As applicable  G. Utility Management Matrix  H. Utility Relocation Plan  I. DSDD  J. Traffic Study (including collision analysis)  K. Traffic Management Plan   L. Project Cost Estimate    It is anticipated that the Caltrans review process will include the initial draft, revised draft, and final DEER.  QMAP Processing and Approval  Once the draft 65% plans are completed, the Iteris team (led by Psomas) will prepare and send the B  letters and plans to the applicable utility companies notifying the utility companies of potential conflicts  between existing facilities and the proposed improvements.  The utility companies will also be asked to  again verify their existing facilities including the location, size, and depth (if applicable) within the work  area. Report of Investigations (ROI), Utility Agreements (UA) and Notice to Owners (NTO) will be drafted  and coordinated with the utility companies in compliance with Caltrans Local Assistance Procedures  Manual to obtain R/W and utility certification for the project. Although it is anticipated there will be no  R/W acquisition for this project, this must still be documented with Caltrans.     If there are utility conflicts, Psomas will prepare and send the NTO’s (C letters) and plans to the  applicable utility companies to coordinate the utility relocation.  The NTO’s, distributed when the  project is ready for advertisement, will include the project schedule and deadlines for completion of the  utility relocation.      In collaboration with Transtech and the City of Rancho Palos Verdes, Psomas will facilitate the review  and approval of documents submitted to Caltrans District 7.    Once all the Caltrans Functional Units provide their approval on the final PS&E package, R/W and utility  certification is obtained, Psomas will work with Caltrans to have a construction encroachment permit  issued to the City to utilize for construction purposes.      The Iteris team will prepare a construction cost estimate for the project and prepare an estimated  C-8   9    construction schedule.    Deliverables:   a. All required Caltrans District 7’s, City of Rancho Palos Verdes’, Cities of Los Angeles’ and Lomita’s  Encroachment Permits,   b. List of requirements or conditions associated with the permits,  c. Concurrence, letter of approval, or signature on relevant documents from the Cities of Los Angeles  and Lomita,  d. Review and propose modifications of the existing maintenance agreements between Caltrans and  Cities of Rancho Palos Verdes, Los Angeles, and Lomita, as required.    2.6 Environmental Documentation  This task includes the services required to complete environmental compliance.  Draft Notice of Exemption  Based on review of the project features, the Iteris team (led by Psomas) will prepare a Class 1 Categorical  Exemption (CE) for the project pursuant to the California Environmental Quality Act (CEQA). According to  the State CEQA Guidelines Section 15301, the project would qualify for a Class 1 CE because it involves  minor alterations of an existing public facility (roadway) and involves negligible or no expansion of the  existing use.    The Iteris team will prepare a draft Notice of Exemption (NOE), consistent with Section 15062 of the State  CEQA Guidelines. The NOE will include a description of the project location as well as the nature, purpose,  and beneficiaries of the project. It will also document why the project is exempt by substantiating the lack  of significant environmental impacts. For this task, Psomas will also prepare a Substantial Evidence  Memorandum (Memorandum) based on a review of City and local planning documents to ensure that the  proposed improvements are in conformance with allowed land uses. This Memorandum will also detail  why the project would not result in any significant impacts related to the Exceptions identified in Section  15300.2 of the CEQA Guidelines. The draft NOE and Memorandum will be submitted electronically (i.e.,  in Word and PDF format) to the City for review and comment.    Final Notice of Exemption  Upon receipt of comments from the City, Psomas will revise the NOE and Memorandum accordingly. It is  anticipated that comments will be editorial in nature and will not require substantial revisions. Also, this  Scope of Work assumes that no major changes to the Project Description are made subsequent to  initiation of the CEQA documentation process. Psomas will coordinate the necessary signing and filing of  the NOE with the County of Los Angeles Clerk‐Recorder as well as the Office of Planning and Research  (OPR) upon project approval. This scope assumes that the City is exempt from the County’s $75.00 filing  fee; should it be determined that a filing fee is required, Psomas will request reimbursement.    The following are CEQA‐related assumptions that are tied to this scope:     This scope of work assumes no substantive changes to the project description will occur after the  City authorizes CEQA work to begin. Should changes occur after this point, certain analyses may  require revision and a change order may be required.   Because the project is not expected to result in an increase in daily vehicle trips, transportation  C-9   10    impacts will be evaluated qualitatively, and a vehicle miles traveled analysis is not assumed.   The City or Project Team will provide the following:   Project Description including site plan   Construction and operational‐related data to support technical analyses (would only be required  with an IS/MND, which is not assumed within this scope)   Temporary traffic control measures   Anticipated water quality and drainage best management practices   If an IS/MND is required, the City will undertake all required tribal consultation efforts and provide  all relevant details for incorporation into the CEQA document. However, an IS/MND is not  assumed within this scope.   No supplemental analyses to satisfy federal or State grant funding applications are assumed.   No federal or State nexus requiring NEPA approval is assumed.    Deliverables:  a. Categorical Exemption or other designation and related documentation under CEQA,  b. OPTIONAL Filing at Los Angeles County’s Clerk and the State Office of Planning & Research (OPR).      TASK 3. DEVELOP SIGNAL SYNCHRONIZATION SCENARIOS AND TIMING PLANS  This task includes the traffic data collection and review, and development of signal timing plans.  3.1 Data Collection Memorandum  Iteris will prepare a brief Memorandum outlining steps and methodology to be used for collecting average  daily traffic (ADT), and turning movement counts (TMC) during peak periods as outlined in the following  task.  The memorandum will be submitted to Caltrans for review, submittal and approval prior to  proceeding with the actual data collection.    Deliverable:  Data Collection Memorandum subject to Caltrans’ review and approval    3.2 Data Collection  Iteris will arrange for the collection of vehicular, bicycle, pedestrian volume data, vehicle speeds, and  other relevant factors at each of the 13 intersections involved, along with existing signal timing data  gathered as part of Task 1.      Twenty‐four (24)‐hour Average Daily Traffic (ADT) roadway count data will be collected. The results will  be presented in Microsoft Excel spreadsheets and graph format. Iteris will include proposed peak period  and durations for AM, midday, PM, off‐peak and an after‐hours period, if needed for review and  approval by Caltrans, prior to proceeding with peak‐period intersection turning movement counts.    Peak periods can be expected to last approximately two (2) hours for AM (capturing before school drop‐ off), two (2) hours for after‐school/afternoon pick‐up, and two (2) hours for PM periods, unless  otherwise agreed upon. The first hour of midday period will be used as off‐peak volume. Turning  C-10   11    movement count data will be collected and submitted two (2) weeks after Average Daily Traffic Counts  data is provided.    Turning movement count results for each intersection will be presented in Microsoft Excel spreadsheets.  The turning movement counts will be collected on a Tuesday, Wednesday, or Thursday, weather‐ permitting, during a non‐holiday week.    Iteris will prepare a comparative analysis of the new collected ADT and peak period (AM/PM) traffic data  with those completed in 2023 side‐by‐side.  The analysis will conclude with an evaluation and  recommendation on whether or not updates to the timing and coordination plans (Tasks 3.2 and 3.3)  are recommended.    Deliverables:   a. ADT count data,  b. Network drawing in CAD showing phase numbers, intersection lane geometry, peak‐hour traffic  volumes at each intersection,  c. Summary of comparison between existing 2023 vehicular traffic data and new data collected, as well  as a brief evaluation and recommendation memorandum.    3.3 Signal Timing Plan Update  Iteris will update the signal timing plans for each of the 13 intersections involved, based on newly  collected traffic count data. This plan will specify the green, yellow, and red intervals for each signal  phase, cycle length, offset style, as well as the sequence of signal phase, building off of the existing  conditions as described in the ITS Inventory and Needs Report (Iteris Traffic Study, 2024).    3.4 Coordination Plan Update  Similarly to Task 3.3, Iteris will update the coordination plan that specifies offsets for each pair of  adjacent intersections, and optimizes vehicular flows through the corridor while yielding minimal delay  to intersecting streets, during morning and evening peak, and off‐peak periods (Iteris Traffic Study,  2024).    Deliverables for Tasks 3.3, 3.4:   Measure of Effectiveness Table that includes traffic flow, average delay, total travel time, number of  stops, average speed, network performance index.     3.5 Simulation and Modeling  Iteris will simulate and construct the optimized coordination plan using simulation software packages  (i.e. Tru‐Traffic and/or Synchro) to model performance of the signal timing and coordination plans. Iteris  will utilize the Synchro network files from Iteris’ Traffic Study as a baseline, to facilitate the completion  of this task.    Iteris will provide completed signal timing charts for Caltrans to review and implement as part of  deliverables.  Iteris will then conduct a “Before” traffic flow study. The “Before” study will consist of a  Travel Time Study and a Traffic Signal Operational Analysis. Information regarding the Measures of  C-11   12    Effectiveness (MOE) will be gathered through the arterial section to generate a baseline Level of Service  (LOS) for comparison to the After Study. A Before Study will be submitted for each of the peak periods..    Iteris will present the Before Study to establish a baseline for determining the effectiveness of the final  proposed timing plan. Directional data and results will be provided in Microsoft Excel format.    Iteris will generate the Measures of Effectiveness (MOE) for the Travel Time Study using the floating car  method with Thru‐Traffic software. The trip log files will be in .gpx or .TruTTrip format. The Before Travel  Time Study will include seven (7) runs in each direction of travel.    Deliverables for Task 3.5:  a.  Before Study directional data and results in Microsoft Excel format,  b. Tru‐Traffic Version Before Study files,  c. Trip log files,  d. Updated Synchro and Tru‐Traffic files with optimized timing parameters,  e. Before Study Technical Memorandum,  f. Corridor Modeling Technical Memorandum.    3.6 Timing Plans Implementation and Fine Tuning  Iteris will implement signal timing plans to coordinate traffic signals across the 13 signalized  intersections. Coordination with Caltrans will be required in doing so. Upon implementation, Iteris will  field verify the timing plans by performing field checks and fine‐tune them as necessary.  If changes to  the implementation phase are proposed, Iteris will resubmit Synchro, Tru‐Traffic files and modified  timing plans along with documentation of the implementation data.    Iteris will prepare and submit an After Study. The After Study will consist of a Travel Time Study and a  Traffic Signal Operational Analysis. Information regarding the Measures of Effectiveness (MOE) will be  gathered through the arterial section to generate a post‐implementation LOS for comparison with the  Before Study. The After Study will include comparisons of each of the peak periods.. The After Study will  be submitted two (2) weeks after completion of Implementation Phase.    Iteris will present the After Study in comparison to the Before Study baseline. This comparison will be  utilized to determine the effectiveness of the final proposed timing plan. Directional data and results will  be provided in Microsoft Excel format. The MOE for the Travel Time Study will be generated using the  floating car method and from Tru‐Traffic software.  The trip log files will be in .gpx or .TruTTrip format.  Similar to the Before Study, the After Travel Time Study will include seven (7) runs minimum in each  direction of travel.  C-12   13    Deliverables for Task 3.6:  a. Implemented and fine‐tuned timing sheets,  b. Fine‐tuned Synchro and Tru‐Traffic files,  c. After Study directional data and results in Microsoft Excel,  d. Tru‐Traffic after study files,  e. Trip log files,  f. After study Technical Memorandum,  g. Evidence of operational performance which includes a reduction of travel time.      TASK 4. CONSTRUCTION SUPPORT & ADAPTIVE SYSTEM INTEGRATION SERVICES  This task includes required services during the pre‐construction, construction, and post‐construction  phases.  4.1 Construction Support   Iteris will provide support during bidding, construction and implementation of signal, adaptive system,  communication infrastructure as follows:      Attend pre‐bid meeting, and respond to questions arisen during bidding period,   Attend pre‐construction meeting and respond to Requests for Information (RFI), and submittals,   Assist in evaluating change order requests, and design revisions as appropriate,   Compile record drawings as “As‐Builts” based on contractor’s marked‐up documents.    Deliverables:   a. Responses to questions, review of submittals, design revisions and “As‐Built” drawings needed,  b. Participations at pre‐bid and pre‐construction meetings.    4.2 Adaptive System Integration Services   The procurement of the adaptive system and the services of its vendor will be done by the Contractor  during the construction phase.  However, Iteris will provide oversight services to the selected adaptive  system vendor to integrate existing and new signal equipment including, but not limited to, controller  and its firmware, video/loop detections, CCTV, communication devices connectivity tests between field  to Caltrans Traffic Management Center (TMC) or other remote or online web services as required,  adaptive signal control licensing, and appurtenant deliverables for an operational system.      Iteris will oversee successful execution by the contractor and/or vendor of system implementation tasks.   Tasks may include, but are not limited to, intersections graphics configuration, communication,  documentation of successful completion of all system integration, and testing plans.    C-13   14    Deliverables:   a. System Integration Journal and/or Report,  b. Testing acceptance documentation or log.      TASK 5. DEVELOP, DOCUMENT OPERATION & MAINTENANCE PLAN  Iteris will provide detailed documentation and specifications for all systems/equipment developed and  installed under Task 2, including the necessary documentation to operate troubleshoot, and evaluate  performance while maintaining all software/hardware systems that are expected to perform the  adaptive functionalities.    Iteris will prepare the future Operations & Maintenance Plan of the proposed adaptive signal system that  will be required to ensure that the implemented signal system improvements can be operated and  maintained to maximize system benefits on improving traffic flow and reduce congestion in a sustainable  manner, beyond the warranty period. In addition, this task includes training for both Caltrans District 7  and relevant local stakeholder representatives in the Cities of Rancho Palos Verdes, Lomita and Los  Angeles.  Deliverables for Task 5:  a. Operational and Maintenance documentations,  b. Warranty paperwork including maintenance and support’s term and agreement that are consistent  with the Concept of Operations document,  c. Training Sessions (virtual and in‐person) for Caltrans District 7, City of Rancho Palos Verdes’  designated staff & Documentation.    C-14 City of Rancho Palos Verdes Request for Proposals Western Avenue Traffic Flow Improvements Final Engineering Design Services Public Works Department Attention: Ramzi Awwad, Public Works Director 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275 Phone: 310-544-5300 Email: Rawad@rpvca.gov RFP Release Date: August 9, 2024 Request for Clarification Deadline: August 23, 2024 RFP Submittal Deadline: September 10, 2024 D-1 Page 2 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 Western Avenue Traffic Flow Improvements Final Engineering Design Services The City of Rancho Palos Verdes is requesting proposals from qualified consulting firms to provide Final Engineering Design Services for the Western Avenue Corridor Traffic Flow Improvements Project (from Palos Verdes Drive North to 25th Street). All correspondence and questions regarding this RFP should be submitted via email to: Ali Zaghari, PE, Project Manager Email: ali.zaghari@transtech.org To be considered for this project, submit an electronic copy of the proposal to the above email address by 4:30PM, on September 10, 2024 D-2 Page 3 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 TABLE OF CONTENTS I. Introduction Page 4 II. Project Objective Page 4 III. Scope of Work Page 5 IV. Preliminary Project Schedule Page 12 V. Necessary Qualifications and Submittal Requirements Page 12 VI. Submission of Proposal Page 14 VII. Evaluation and Selection Process Page 15 VIII. Attachments Attachment 1 – Sample Professional Services Agreement Attachment 2 – QMAP Checklist Attachment 3 – Comprehensive Traffic Study Report Attachment 4 – ITS Inventory of Needs Attachment 5 – Concept of Operations Attachment 6 – Design Scoping Document D-3 Page 4 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 I. INTRODUCTION The City of Rancho Palos Verdes (City) is a scenic, upscale, residential coastal community, with a population of approximately 42,000, located on the Palos Verdes Peninsula of southwestern Los Angeles County. The City is a contract city, meaning that some services are provided by contract with agencies (both public and private) and some services are delivered by the City’s own employees. City Government: Rancho Palos Verdes is a General Law City and has operated under the Council-Manager form of government since its incorporation in 1973. Policy-making and legislative authority are vested in the governing City Council, which consists of five Council Members, including the Mayor and Mayor Pro-Tem. The City is fiscally sound and functions on an annual budget cycle. The City has had a goal of improving traffic flow on Western Avenue for a number of years. Western Avenue is owned by the California Department of Transportation (Caltrans) and any improvements require permits from Caltrans. Additionally, traffic flow improvements would need to extend beyond City borders to be effective. Therefore, the City developed a multi-jurisdictional solution to optimize traffic operations on the Western Avenue Corridor from 25th Street to Palso Verdes Drive North. The Project requires Caltrans Encroachment Permit(s) and coordination with the Cities of Los Angeles and Lomita. The City of Rancho Palos Verdes will lead and execute the project with close communication and coordination with the other jurisdictions. The purpose of this document is to provide proposers with the information needed to submit a proposal for review by the City and, if selected, enter into a Professional Service Agreement with the City. Enclosed is a blank Professional Services Agreement form for proposers’ review. II. PROJECT OBJECTIVE The City is requesting proposals from qualified consulting firms to provide Final Engineering Design Services for the Western Avenue Corridor (from 25 th Street to Palos Verdes Drive North). A Comprehensive Traffic Study and Intelligent Transportation Systems (ITS) analysis was completed in the previous phase of the Project, resulting in the Project Design Scoping Document highlighting all the required physical, hardware and software improvements to improve traffic flow on Western Avenue Corridor within the Project limits. The recommended improvements contained in the Design Scoping Document (Attachment 6) include but are not limited to the following key components: D-4 Page 5 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 Signal Synchronization  Implementation of an Adaptive Traffic Signal Control System at 13 signalized intersections (Palos Verdes Drive North to Weymouth Drive) and the required connectivity, detection, and communications infrastructure and equipment for operation to occur at the Caltrans Transportation Management Center. o The Consultant, in close coordination with the City and Caltrans, shall research and evaluate different Commercial-off-the-shelf (COTS) options available in the market for adaptive traffic signal systems, considering factors such as the software's features, compatibility with existing infrastructure, ease of integration, scalability, and vendor support, cost commitment in line with project anticipated construction schedule, etc.  Development of updated Signal Synchronization Scenarios and Timing Plans. Modifications of Lane Configurations and Traffic Signal Phasing  Extension of left-turn lanes and their associated channelization improvements at 7 locations.  Modification of signal phasing at Western Avenue/Crestwood Drive from split phasing to regular phasing and the required lane restriping in the east-west direction. Traffic Safety Enhancements  Addition of Flashing Yellow Arrows and protected-permissive phasing at Western Avenue/Eastbound Crestwood, Western Avenue/Southbound Park Western Drive, and their appurtenant equipment.  Installation of signage and pavement marking improvements at particular driveways at the Terraces at South Bay driveway and the Park Plaza Shopping Center, and at the intersection of Western Avenue and Summerland Avenue. III. SCOPE OF WORK The following scope of work is intended as a guide only, additional services may be required which are not listed below but need to be completed. Consultant shall complete other tasks deemed necessary for the accomplishment of a complete and comprehensive outcome as described in the project objective. Consultant shall expand on the below-noted tasks, where appropriate, and provide suggestions which might lead to efficiencies and enhance the results or usefulness of the work. City staff may request that check-sets or working versions of documents be submitted for ongoing routine review. City staff will review all deliverables, including preparatory or D-5 Page 6 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 record materials for service deliverables, and provide comments. Consultant is required to revise draft deliverables to address City staff’s comments. The project team and identified consultant staff as indicated in the consultant proposal shall not be substituted without the written authorization of the City for the duration of the project. PROJECT MANAGEMENT / ADMINISTRATION / MEETINGS Consultant will be required to attend a kick-off meeting with City representatives and participating stakeholders to review the project and participate in ongoing project coordination. In consultation with City representatives, the Consultant will determine relevant issues specific to the Project and governing standards to be applied. Progress meetings will be held bi-weekly (on average), with City staff, and as needed with Caltrans and other agencies Stakeholders Group (aka the Focus Group). Consultant shall prepare agendas and meeting minutes with an action item matrix and distribute to the City and other attendees, as required. 1. Attend a pre-design (kick-off) meeting with City representatives and other agencies as required to review the Project. 2. Maintain continuous communication with the City Project Manager, including meetings to review project status at desired milestones. 3. Provide agendas of special items for discussion, and minutes listing actions. 4. Provide a detailed project schedule with updates on a bi-weekly basis. 5. Maintain continuous awareness of the status of each task as it proceeds and make provisions to expedite and resolve any difficulties that may impede progress. 6. Proactively initiate communications efforts between the technical team and City to address key issues in a timely manner. 7. Coordinate the Project, including approvals with the City. 8. Prepare and deliver up to 2 presentations to the Traffic Safety Committee. 9. Prepare and deliver up to 2 presentations to the City Council. 10. Perform all required project management and administrative services to obtain all Encroachment Permits required by Caltrans and other agencies. Deliverables: a. Meeting Schedules. b. Meeting Agendas and Minutes. c. Detailed Project Schedules. d. Presentations and other materials for City Council presentations. e. Required Encroachment Permits for Caltrans and other agencies to D-6 Page 7 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 implement the proposed improvements. 1. Preliminary Design Phase: This phase will cover all services until the start of Detailed Design, and will include: Utilizing the recommended outcome in the Comprehensive Traffic Study (Attachment 3), ITS Inventory of Needs (Attachment 4), Concept of Operations (Attachment 5) and the Design Scoping Document (Attachment 6) performed by others, perform analysis and activities to prepare preliminary design plans highlighting the overall design framework and related key characteristic to perform the following: Conduct analysis relevant to the Caltrans Quality Management Assessment Process (QMAP). Consultant will investigate the QMAP Checklist (Attachment 2) to support Caltrans in its decision to arrive at the proper review methodology based on information relevant to the Project’s characteristics. Possible methodologies consist of an Encroachment Permit Office Process (EPOP) that may require a Permit Engineering Evaluation Report (PEER) or the QMAP Short Form that requires a Design Engineering Evaluation Report (DEER). The Consultant shall provide all the necessary data collection and analysis in support of following the EPOP and/or the QMAP Short Form, whichever is determined to be the appropriate review process by Caltrans. Full knowledge and understanding of QMAP, the latest versions of Caltrans Project Development Procedures Manual (PDPM), Caltrans Highway Design Manual (HDM), Caltrans Local Assistance Program Manual, Caltrans Encroachment Permits Manual, and Caltrans Standard Plans, Specifications and Estimates, and other required documents is required. The Consultant shall coordinate with Caltrans through that agency’s available conceptual Encroachment Permits (EP) review and consultation process to ensure the above efforts are in full alignment with the succeeding detailed design phase in accordance with Caltrans Project Development and Local Streets Procedures and requirements. Tasks to be performed include, but are not limited to, the following: A. Conduct field visits of the project area to identify design issues. Record existing site conditions in photographs and/or video. B. Conduct survey of the project area, establishing horizontal and vertical control for the project as necessary. C. Identify and coordinate with all utilities in the project area to facilitate the final design of the Project. D. Verify if a geotechnical survey will be necessary. If yes, conduct geotechnical investigations as necessary. E. Verify if right-of-way (R/W) acquisitions and/or vacations will be necessary. At this point all work assumed to be within existing City and Caltrans R/W. F. Coordinate with Caltrans for work within Caltrans R/W and establish required D-7 Page 8 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 environmental, review, approval and permitting process. G. Prepare construction cost estimate. H. Prepare estimated construction schedule. I. Prepare Basis of Design Document (BOD) The Consultant shall include the aforementioned preliminary design phase tasks in the BOD which shall be initiated at the beginning of preliminary design and be kept current throughout design. The BOD shall also include but not be limited to: a. Description of the Project. b. Executive Summary. c. Summary and results of the Environmental Analysis. d. List of legal, regulatory, and permit requirements. e. List of applicable codes and standards to be used in design. f. List of design assumptions and criteria. g. Description of site-related field investigations conducted, and research completed h. Work Breakdown Structure (WBS) based Scope of Work i. WBS based cost-loaded schedule for the Work. j. WBS based Consultant’s opinion of estimated cost for the Project. k. Construction Packaging Plan establishing composition of Project elements into Construction Bid Packages and defining the relationships between packages; and l. Construction Phasing Plan. m. Coordination with other projects There are other projects being planned and are subject to implementation by the City and Caltrans within or impacting the same project limits. Consultant shall ensure that the Construction Documents and construction schedule for this Project have been sufficiently coordinated with the subject projects such that there shall be no conflicts and/or re-work for any of the proposed projects on Western Avenue related to this Project. 2. Environmental Analysis It is anticipated this project will be a Categorically Exempt (CE) project. Tasks to be performed include, but are not limited to the following: A. Investigate CE justification and prepare Notice of Exemption (NOE), consistent with CEQA Guidelines. B. If significant impacts are detected, prepare the Draft Initial Study (IS) and Draft MND for public circulation as necessary, respond to questions and comments and finalize the environmental process. OPTIONAL TASK C. Coordinate with Caltrans for work within Caltrans R/W for required environmental review and approval. D-8 Page 9 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 3. Detailed Design Phase. This phase will cover all services during the Detailed Design phase. It includes preparation of 100% completed Plans, Specifications and Estimates (PS&E) and submittal along with documentation tied to EPOP (such as PEER) or QMAP Short Form (DEER), whichever required, the Transportation Management Plan (TMP), and other required documentation as part of the 100% completed EP Application Package to the Caltrans EP Office, review of Caltrans EP plan check comments, and the necessary resubmittals of revised documents within Caltrans EP required timelines towards obtaining the approved EP for the Project. Tasks to be performed include, but are not limited to, the following: A. Deliver services in accordance with the EPOP or DEER, and project plans, specifications, and estimates (PS&E). B. Prior to start of Detailed Design Phase, analyze QMAP Checklist in preparation for conducting a conceptual meeting with Caltrans to receive initial guidance on Encroachment Permits and Project Development Procedures requirements. C. Prepare 65%, 90%, and 100% plans for the required improvements, consistent with City and/or Caltrans format as required. D. Assist the City for any Community Information Workshop if necessary. E. Prepare construction specifications. F. Prepare an engineer's construction cost estimate based on the itemized quantity take-off from the construction documents. G. Prepare a construction schedule. H. Coordinate with Caltrans for work within Caltrans R/W and obtain required approval and permits. I. Conduct research for overhead, underground and at-grade utilities that may need to be protected in-place or if necessary, relocated to avoid any conflict with final design documents J. Coordinate with City staff, agencies, and Project stakeholders. K. Complete Final Plans, Specifications and Estimates (PS&E) and Notice Inviting Bids Package. For all projects, regardless of funding source, the City follows the requirements of Caltrans Local Assistance Procedures Manual. Therefore, the Preliminary and Detailed Design phases of the project shall be managed and administered in compliance with Caltrans Local Assistance Procedures Manual. D-9 Page 10 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 Selected consultant shall provide all necessary project personnel, necessary to manage all aspects of this project effectively and efficiently with minimal support from City Staff. The following provides additional details relevant to the tasks to be performed by the selected consultant. Consultant shall provide any additional information to demonstrate their understanding of the scope and experience in similar types of projects and services. It is anticipated that the detailed design phase will include the following design submittals at 65%, 90% and final draft. Each submittal shall include engineering calculations, reports, PS&E, and all other deliverables required withing the Scope of Services.  Design plans for each submittal shall include, but are not limited to the following: o Software Evaluation, selection and procurement plan: In close coordination with the City and Caltrans, research and evaluate different Commercial-off- the-shelf (COTS) options available in the market for adaptive traffic signal systems. Consider factors such as the software's features, compatibility with existing infrastructure, ease of integration, scalability, and vendor support. o System Design: Utilizing the tasks identified in the attached Scoping Document, ITS Inventory of Needs, and Concept of Operations Documents, prepare System Design Plans, System Integration and Acceptance Testing Plans, Specification and Estimates tied to the specific requirements for the selected adaptive traffic signal system. o Material Procurement Plan: In close coordination with the City and Caltrans, develop a procurement plan that identifies opportunities for Contractor- furnished versus State- furnished material such as CCTVs. o Civil Design Plan and Profile for any reconfiguration plans. o Traffic Signal Modification Plans to update the following:  Revised Equipment Schedule reflecting the necessary removal of existing traffic signal poles and installation of new ones to accommodate changes in the proposed road geometry as reflected in the Comprehensive Traffic Study Report, the ITS Inventory of Needs, the Design Scoping Document and EPOP or DEER as required by Caltrans.  Updated traffic signal conduit schedule and wiring.  Other upgrades required by CAMUTCD’s latest edition such as accessible pedestrian push buttons, bicycle detection, and others to be determined during the design as required by Caltrans staff. o Signing and striping plan to reflect revised lane configurations and required traffic signs and markings. D-10 Page 11 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 o Existing site plans showing existing roadway conditions, lane configurations, existing utilities, etc. o Any demolition plans. o Construction staging and Traffic control plan. o All design plan sheets shall conform with the requirements as shown in Caltrans Encroachment Permit Guide as shown in the following link: https://dot.ca.gov/-/media/dot-media/programs/traffic- operations/documents/encroachment-permits/ep-application-guide- booklet-a11y.pdf Design Review: A. Design reviews are performed at the 65%, 90%, and Final design phases. B. For each design review submittal, the Consultant shall provide PDFs and CAD files of all plans, specifications, and all other material required by the Scope of Services. Electronic CAD Files of the final drawing set must also be submitted on DVD or other electronic media. The City will require 15 working days for review of submittal documents at each design review. C. The Consultant shall provide a written response to all review comments within fourteen (14) calendar days of receipt. This comment log, in the form of an MS- Excel spreadsheet, must show the disposition of all comments and should include, at a minimum, the comment, drawing or specification reference, originator of the comment, and detailed response to the comment. The comment log may also reference highlights or annotations to the original documents (drawing and specifications). 4. Construction Support The Consultant shall provide construction support during the Pre-construction, Construction, and Post-Construction Phases: A. Assist City staff in response to RFIs and issuance of Addendums to the bid package as necessary during the bidding process. B. Attend the Pre-Bid meeting. C. Evaluate bid responses and prepare a recommendation memorandum. D. Attend the Pre-Construction meeting. E. Respond to RFIs to address the contractor’s questions. F. Review submittals and shop drawings for approval during construction. G. Upon project completion, coordinate with the contractor to prepare and submit as-built plans to the City as necessary. H. Oversight services for the implementation of the Adaptive System such as D-11 Page 12 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 system Integration and Acceptance Testing and all other requirements as specified in the Scoping and Concept of Operations Documents. I. Assist City staff to conduct final inspection upon project completion. J. Review and verify accuracy of As-Built Drawings PRILIMINARY PROJECT SCHEDULE A. RFP Schedule The following is the anticipated schedule for the RFP process: Request for Proposal available August 9, 2024 Request for Clarification due August 23, 2024 Proposals due September 10, 2024 Firm Interviews (if necessary) September 2024 Anticipated Notice of Award October 2023 B. Anticipated Project Schedule (Completed by) 100% Completed PS&E Package May 2025 Submittal to Caltrans EP May 2025 Obtain Caltrans and other Agencies’ required EP(s) August 2025 INSTRUCTIONS TO CONSULTANT The above schedule is described as preliminary because the City is likely to further refine the scope, tasks, and sub-tasks with the selected proposer; which may result in modifications to the schedule. The final proposal will reflect any such modifications agreed to by the City, and the Professional Services Agreement will reflect the agreed-upon schedule. The schedule is included to provide the Consultant with a sense of the expected timeline for the Scope of Service and emphasize the urgent nature of the work and the City’s expectation that the Scope of Services will be completed as quickly as possible. The ideal Consultant candidate will have available resources and personnel, either in-house or under subcontract, to ensure the completion of the Scope of Services at the earliest possible time. V. NECESSARY QUALIFICATIONS AND SUBMITTAL REQUIREMENTS 1. Only one proposal per firm will be considered. 2. The submittal should be as brief as possible (No more than 20 pages excluding the cover page, dividers and the table of contents) while adequately describing the qualifications of the firm. All company brochures and detailed resumes shall be D-12 Page 13 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 provided in the appendix. Cameos of project team members may be included in the body of the proposal. The final submittal shall be sent as a PDF via email to Ali Zaghari Project Manager at ali.zaghari@transtech.org. 3. The proposing firm shall submit the following information with the package, including the same information for subcontractors, in the following format: a) Cover Letter: Provide the name, address, and phone number of the firm; the present staff (size, classification, credentials); the primary contact’s name, phone number, and email address; any qualifying statements or comments regarding the proposal; and identification of any sub-consultants and their responsibilities. Identify the firm’s type of organization (individual, partnership, corporation), including names and contact information for all officers, and proof that the organization is currently in good standing. The signed letter should also include a paragraph stating that the firm is unaware of any conflict of interest in performing the proposed work. (No more than one page) b) Approach to Scope of Services: Re-state the Scope of Services with any additions, expansions, clarifications, or modifications that the firm proposes in order to provide the services and produce the deliverables contained in this RFP. Describe how completing the Scope of Services will be approached and any cost-saving or value-adding strategies or innovations the firm will bring to the project. (No more than two pages) c) Organization and Staffing: Identify the person who will be the Project Manager and primary contact person responsible for the overall delivery of the project. Provide an organizational chart of the project team that clearly delineates communication and reporting relationships among the project staff and among the sub-consultants involved in the project. Identify key personnel to perform work in the various tasks and include major areas of subcontracted work. Indicate the expected contributions of each staff member in time as a percentage of the total effort. Specifically show the availability of staff to provide the necessary resource levels to meet the City’s needs. Indicate that the Project Manager and key staff will remain assigned to this project through completion of the Scope of Services. (No more than two pages) d) Staff Qualifications and Experience: Describe qualifications of the assigned staff and sub-contractors including relevant technical experience. Staff assigned to complete the Scope of Services must have previous experience in providing the necessary services as described under the Scope of Services. A registered Professional Engineer must be the Project Manager. Description of Consultant’s experience should include: D-13 Page 14 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024  Prior Experience: Demonstrate that the firm has significant experience providing services similar to those described under the Scope of Services. (No more than two page)  Staff Qualifications: Provide resumes for the Project Manager and any other key staff members to be assigned to contribute to the Scope of Services, with an emphasis on similar services which they provided to other agencies. (No more than ten pages)  Reference Projects: Include at least three projects with similar scope of services performed by the project team within the past three years and indicate the specific responsibilities of each team member on the reference project. Provide contact information for each client. (No more than ten pages) e) Project Schedule: Provide a detailed critical-path-method schedule for completion of the tasks and sub-tasks required to accomplish the scope of work. Note all deliverables and interim milestones on the schedule. (No more than one 11” x 17” page) f) Quality Control Plan: Describe the quality control procedures and associated staff responsibilities which will ensure that the deliverables will meet the City’s needs. (No more than one page) g) Acceptance of Conditions: State the offering firm’s acceptance of all conditions listed in the Request for Proposal (RFP) document and Sample Professional Services Agreement (Attachment 1). Any exceptions or suggested changes to the RFP or Professional Services Agreement (PSA), including the suggested change, the reasons therefore and the impact it may have on cost or other considerations on the firm’s behalf must be stated in the proposal. Unless specifically noted by the firm, the City will rely on the proposal being in compliance with all aspects of the RFP and in agreement with all provisions of the PSA. (Not counted towards the page total) VI. Submission of Proposal A. Requests for Clarification Requests for clarification of the information contained herein shall be submitted in writing prior to 4:30 August 23, 2024. Responses to any clarification question will be provided to each firm from which proposals have been requested. It is highly recommended that the prospective consultant firms visit the City to view the project location prior to submitting a request for clarification. D-14 Page 15 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024 B. Proposal Submittal: To be considered for this project, submit an electronic copy of the proposal to ali.zaghari@transtech.org by 4:30PM, on September 10, 2024. A detailed fee proposal shall be mailed in a separate sealed envelope addressed to: Ramzi Awad, Public Works Director City of Rancho Palos Verde 30940 Hawthorne Blvd, Rancho Palos Verdes, CA 90275 PROPOSAL FEE FOR WESTERN TRAFFIC FLOW IMPROVEMENTS DO NOT OPEN C. Confirmation Email Upon submission of proposal to the City, the proposing firm shall request an email confirmation that the proposal was received and retain the email as a record. If an email confirmation is not received, the proposing firm shall correspond with the City until a confirmation is received. VII. EVALUATIONS AND SELECTION PROCESS 1. Proposals Will be Evaluated Based on the Following Criteria: a) Approach to Scope of Services (25%)  Understanding of the Scope of Services as demonstrated by the thoroughness of the proposal, introduction of cost-saving or value-adding strategies or innovations (including those applying to overall project schedule), and an overall approach most likely to result in the desired outcome for the City. b) Proposal Schedule (20%)  Ability to complete the work in the shortest schedule possible (excluding time for review and community meetings). c) Staff Qualifications and Experience (30%)  Relevance of experience of the proposing firm (to provide support resources to the project team)  Relevance of experience and strength of qualifications of the Project Manager  Relevance of experience and strength of qualifications of the key personnel performing the work  Relevance of referenced projects and client review of performance during those projects d) Organization and Staffing (15%)  Availability of key staff to perform the services throughout the duration of the project D-15 Page 16 of 16 City of Rancho Palos Verdes RFP- Western Avenue Traffic Flow Improvements Final Engineering August 9, 2024  Assignment of appropriate staff in the right numbers to perform the Scope of Services  Appropriate communication and reporting relationships to meet the City’s needs e) Quality Control (10%)  Adequate immediate supervision and review of staff performing the work as well as appropriate independent peer review of the work by qualified technical staff not otherwise involved in the project. 2. Selection Process An evaluation panel will review all proposals submitted and select the top proposals. The City reserves the right to select a consultant based solely on the review of the proposals, or if deemed necessary the top firms may be invited to make a (virtual) presentation to the evaluation panel, at no costs to the City. The panel will select the proposal which best fulfills the City’s requirements. The City will then further refine the scope and schedule with that firm and discuss the fee proposal for the tasks identified. The City will negotiate the fee with that firm. The City reserves the right to negotiate special requirements and proposed service levels using the selected proposal as a basis. If the City is unable to negotiate an agreeable fee for services with top firm, the City will negotiate with the next firm chosen among the top firms. 3. Award Notification The City will notify all proposers in writing of the outcome of the selection process and intent to award. This RFP does not commit the City to award an agreement, nor pay any costs incurred in the preparation and submission of the proposal in anticipation of an agreement. The City reserves the right to reject any or all proposals, or any part thereof, to waive any formalities or informalities, and to award the agreement to the proposer deemed to be in the best interest of the City and the Department. 4. Award of Agreement The selected firm shall be required to enter into a written agreement (see sample City agreement in Attachment 1) with the City, in a form approved by the City Attorney, to perform the Scope of Services. This RFP and the proposal, or any part thereof, may be incorporated into and made a part of the final agreement; however, the City reserves the right to further negotiate the terms and conditions of the agreement with the selected consultant. The agreement will, in any event, include a maximum "fixed cost" to the City. D-16 Innovating Through Informatics™    Western Avenue Traffic Flow Improvements  Traffic Study                                     April 30, 2024    Submitted to:    J# 12078 | Prepared by Iteris, Inc.   E-1 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 2  TABLE OF CONTENTS  1.0 Introduction .............................................................................................................................................. 4  1.1 Study Area .......................................................................................................................................... 4  2.0 Environmental Setting .............................................................................................................................. 7  2.1 Study Intersections ............................................................................................................................. 7  2.2 Traffic Volumes/Data .......................................................................................................................... 9  2.3 Planning Context ............................................................................................................................... 12  3.0 Multimodal Transportation Conditions .................................................................................................. 13  4.0 Existing Traffic Operations Analysis ....................................................................................................... 14  4.1 Traffic Operations Analysis Methodology ........................................................................................ 14  4.2 Existing Intersection LOS .................................................................................................................. 15  4.3 Congestion “Hotspot” Analysis ......................................................................................................... 18  5.0 Safety Assessment .................................................................................................................................. 21  6.0 Future Traffic Considerations ................................................................................................................. 22  7.0 Scenario Analysis .................................................................................................................................... 22  7.1 Evaluation Approach ......................................................................................................................... 23  7.2 Traffic Operations Analysis ............................................................................................................... 24  8.0 Other Considerations ............................................................................................................................. 28  8.1 Lane Configurations/Phasing ............................................................................................................ 29  8.2 Access Management ......................................................................................................................... 29  8.3 Safety Recommendations ................................................................................................................. 34  8.4 Transit Signal Priority Assessment .................................................................................................... 35  9.0 Scenario Summary and Prioritization ..................................................................................................... 36  Appendix A – Traffic and Parking Count Data ..................................................................................................... 43  Appendix B – LOS Calculation Sheets ................................................................................................................. 44  Appendix C – Simulation Outputs ....................................................................................................................... 45  Appendix D – Clearguide Contour Maps ............................................................................................................. 46  Appendix E – Collision Data ................................................................................................................................ 47  Appendix F – Conceptual Design ........................................................................................................................ 48      E-2 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 3    TABLES  Table 1: Western Avenue Signalized Intersections ............................................................................................... 7  Table 2: Review of Relevant Planned Projects .................................................................................................... 12  Table 3: Intersection Level of Service Definitions – HCM Methodology ............................................................ 14  Table 4: Existing Peak Hour Intersection Levels of Service ................................................................................. 15  Table 5: Existing Peak Hour Directional Approach Levels of Service .................................................................. 16  Table 6: Western Avenue Corridor 2016‐2021 Collisions by Type ..................................................................... 21  Table 7: Average Delay Reduction Comparisons by Scenario within Project Area ............................................. 24  Table 8: Average Delay Reduction Comparisons by Scenario within Congested Segment ................................ 26  Table 9: Average Non‐Peak Delay Reduction Comparisons for Adaptive Scenarios within Project Area .......... 27  Table 10: Travel‐Time Savings by Scenario ......................................................................................................... 28  Table 11: Queue Analysis Summary.................................................................................................................... 29  Table 12: Median Openings Queue Analysis Summary ...................................................................................... 33  Table 13: Scenario Evaluation Matrix ................................................................................................................. 37  Table 14: Prioritization Scoring Matrix ............................................................................................................... 41    FIGURES  Figure 1 – Project Vicinity ..................................................................................................................................... 6  Figure 2 – Study Intersections .............................................................................................................................. 8  Figure 3a – Existing Intersection Volumes .......................................................................................................... 10  Figure 3b – Existing Intersection Volumes .......................................................................................................... 11  Figure 4 – ClearGuide Average Speed Contour Map ‐ Northbound ................................................................... 19  Figure 5 – ClearGuide Average Speed Contour Map ‐ Southbound ................................................................... 20  Figure 6 – Average Peak Hour Delay Savings ...................................................................................................... 25    E-3 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 4  1.0 INTRODUCTION  This Traffic Study presents an evaluation of potential traffic flow improvements along Western Avenue  (State Route‐213) in the South Bay region of Los Angeles County. This report begins by describing the  current traffic operating conditions along the corridor using a comprehensive set of data sources, followed  by an assessment of traffic flow improvement alternatives. The City of Rancho Palos Verdes (RPV) is the  lead agency for the project, though the study area traverses multiple jurisdictions. As such, Caltrans, City  of Los Angeles, and City of Lomita are project stakeholders in this study. The objective of this report is to  develop measures to improve vehicular traffic flow along the Western Avenue corridor. Figure 1 shows  the location of the corridor with respect to the region. In order to obtain stakeholder feedback, a Focus  Group was established, which included representatives from each stakeholder agency as well as Los  Angeles County Metropolitan Authority (LA Metro). The Focus Group has been holding its monthly  meetings since October, 2022. The Focus Group was established to provide a multi‐agency forum for  collaborative discussions regarding the envisioned project' scope, and next steps that included overseeing  and participating in the development of this Traffic Study.  1.1 Study Area  Western Avenue (State Route 213) is a four‐lane divided State Highway, oriented in a north‐south  direction, within Los Angeles County. The segment evaluated in this study is located within the South Bay  region of the County, and is approximately 5.2 miles long.. The project's limits as defined in the Funding  Agreement with Metro are Palos Verdes Drive North to 25th Street. However, in order to increase the  viability of the Traffic Study, the northern limit has been extended to include analysis of the segment to  the north of Pacific Coast Highway (PCH) which is a major east/west highway crossing Western Avenue.  Any recommended improvements within this segment would be for considerations beyond the scope of  this project. The posted speed limit along Western Avenue varies from 35 miles per hour on the north to  40 miles per hour on the south.    Land uses along the corridor consist of a mix of retail/commercial and residential uses, along with schools  and religious uses, with access either directly on Western Avenue or off a cross street. Multiple schools  are located in the vicinity of the corridor. Rudecinda Sepulveda Dodson Middle School is the school located  closest to Western Avenue, on the west side, off of Avenida Aprenda. Further away, to the east, are Mary  Star of the Sea High School and Taper Avenue Elementary School, off Westmont Drive. The central portion  of the corridor includes five large commercial shopping centers: Garden Village Shopping Center (north of  Westmont Drive), Westmont Plaza Shopping Center (south of Westmont Drive), The Terraces at South  Bay (south of Caddington Drive), Harbor Cove Plaza (north of Capitol Drive), and Park Plaza (north of  Crestwood Street). Between Summerland Avenue and 1st Street, several residential properties have direct  frontage/driveways along Western Avenue. The southern portion of the corridor includes mostly  residential uses, though little to no direct frontages. Ocean View Baptist Church is located at the 9th Street  intersection (direct access off 9th Street only), with Little Sisters of the Poor located just south of that  (direct access off Western Avenue). At the 25th Street intersection, commercial shopping centers are  located at three of the four corners.    On‐street parking is provided in many locations throughout the corridor. Parking is provided between 19th  E-4 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 5  Street and 25th Street on the southern portion of Western Avenue, between Avenida Aprenda and 1st  Street in the central portion, and between 259th Street and Palos Verdes Drive North on the northern  portion.  E-5 Figure 1 Project Location N NOT TO SCALE N NOT TO SCALE Study Corridor AM/PM VolumeXX/XX XX%Percent Distribution STOP 1. Western Ave/Pacific Coast Hwy2. Western Ave/Anaheim St3. Western Ave/262nd St 4. Western Ave/263rd St 5. Western Ave/Palos Verdes Dr North 6. Western Ave/Peninsula Verde Dr 7. Western Ave/Horizon Wy 8. Western Ave/Ave Aprenda 9. Western Ave/Westmont Dr 10. Western Ave/Toscanini Dr 11. Western Ave/Caddington Dr 12. Western Ave/Capitol Dr 13. Western Ave/Park Western Dr 14. Western Ave/Crestwood St 15. Western Ave/Summerland Ave 16. Western Ave/1st St 17. Western Ave/Weymouth Pl 18. Western Ave/Bynner Dr 19. Western Ave/9th St 20. Western Ave/19th St 21. Western Ave/25th St Intersection List arilM e s te D r Ha r b o r B l v d Del Amo Blvd P al o s V e r d e s D r N nd AvealSummre 1st St 7th St 9th St 13th St RANCHO PALOS VERDES LOS ANGELES LOMITA 110 47 213 ROLLING HILLS ESTATES TORRANCE CARSON 1 Torrance Blvd Carson St 223rd StSepulv e d a B l v d Lo m i t a B l v d Pacific Coast Hwy 17th St25th S t Pas e o D e l M a r Cre n s haw Bl v d Si l v e r S p u r R d Ha w t h o r n e B l v d An z a A v e Pr o s p e c t A v e Cr e n s h a w B l v d Wes t e r n A v e No r m a n d i e A v e Ga f f e y S t Pa c i f i c A v e F i g u e r o a S t Ma i n S t A v i a t i o n B l v d Wil m i n g t o n A v e Al a m e d a S t ROLLING HILLS 405 Westmont Dr City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-6 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 7  2.0 ENVIRONMENTAL SETTING  This section presents an overview of the existing signalized intersections, traffic volumes within the study  area, and planning context.  2.1 Study Intersections  The traffic study area consists of 21 intersections, 20 of which are signalized, between Pacific Coast  Highway in Lomita and 25th Street in Los Angeles. The locations are summarized in Table 1 from north to  south, along with current signal conditions (obtained from timing sheets provided by each agency). The  locations are also shown in Figure 2. Although there are five stakeholder agencies involved in the project,  the traffic signals are only operated by two agencies (Caltrans and Los Angeles).    Table 1: Western Avenue Signalized Intersections  Intersection Agency Signal Operation Phasing Cycle Length  1 Western Ave/Pacific Coast Hwy (SR‐1) Los Angeles Adaptive 8‐phase Varies from 140 to 150 sec in  AM, 135 to 150 sec in PM  2 Western Ave/Anaheim St Los Angeles Free 5‐phase Varies  3 Western Ave/262nd St Caltrans Time‐of‐Day 4‐phase signal 125 sec in AM  130 sec in PM  4 Western Ave/263rd St Caltrans N/A (unsignalized)  5 Western Ave/Palos Verdes Dr North Caltrans Time‐of‐Day 8‐phase 140 sec in AM & PM  6 Western Ave/Peninsula Verde Dr Caltrans Time‐of‐Day 3‐phase 70 sec in AM & PM  7 Western Ave/Horizon Wy Caltrans Time‐of‐Day 6‐phase 110 sec in AM & PM  8 Western Ave/Avenue Aprenda  Caltrans Time‐of‐Day 6‐phase (split phasing) 120 sec in AM & PM  9 Western Ave/Westmont Dr‐Delasonde Dr Caltrans Time‐of‐Day 6‐phase (split phasing) 120 sec in AM & PM  10 Western Ave/Toscanini Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM  11 Western Ave/Caddington Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM  12 Western Ave/Capitol Dr Caltrans Time‐of‐Day 5‐phase 100 sec in AM & PM  13 Western Ave/Park Western Dr Caltrans Time‐of‐Day 4‐phase 100 sec in AM & PM  14 Western Ave/Crestwood St Caltrans Time‐of‐Day 6‐phase (split phasing) 110 sec in AM & PM  15 Western Ave/Summerland Ave Caltrans Time‐of‐Day 6‐phase (split phasing) 110 sec in AM & PM  16 Western Ave/1st St Los Angeles Adaptive 6‐phase Varies from 100 ‐ 120 sec in  AM, 105 to 120 sec in PM  17 Western Ave/Weymouth Ave Los Angeles Adaptive 5‐phase Varies from 100 to 120 sec in  AM, 105 to 120 sec in PM  18 Western Ave/Bynner Dr Los Angeles Time‐of‐Day 4‐phase 90 sec in AM & PM  19 Western Ave/9th St Los Angeles Time‐of‐Day* 8‐phase 120 sec in AM & PM  20 Western Ave/19th St Los Angeles Time‐of‐Day 5‐phase (split phasing) 120 sec in AM & PM  21 Western Ave/25th St Los Angeles Free 8‐phase Varies from 100 to 140 sec in  AM, 90 to 145 sec in PM  * Based on review of split recordings (discussed later in this report)   E-7 Figure 2 Study Intersections N NOT TO SCALE N NOT TO SCALE Operated by Caltrans AM/PM VolumeXX/XX XX%Percent Distribution Operated by LADOT A Adaptive signal control TOD Time-of-day plan Free Signal running free STOP 47 110 25th St railM e s te D r W e s t e r n A v e G a f f e y S t Pa c i f i c A v e Ha r b o r B l v d Pacific Coast Hwy Anaheim St P alos Ve r d e s D r N W estmont Dr nd AvealSumrme 1st St 5th St 7th St 9th St 13th St 19th St Pase o Del Mar RANCHO PALOS VERDES LOS ANGELES LOMITA 1 110 47 Capi t o l D r 213 Palo s V e r d e s D r E 2 1 4 7 8 9 3 5 6 10 15 20 21 19 16 14 11 12 13 17 18 1. Western Ave/Pacific Coast Hwy 2. Western Ave/Anaheim St 3. Western Ave/262nd St 4. Western Ave/263rd St 5. Western Ave/Palos Verdes Dr North 6. Western Ave/Peninsula Verde Dr 7. Western Ave/Horizon Wy 8. Western Ave/Ave Aprenda 9. Western Ave/Westmont Dr 10. Western Ave/Toscanini Dr 11. Western Ave/Caddington Dr 12. Western Ave/Capitol Dr 13. Western Ave/Park Western Dr 14. Western Ave/Crestwood St 15. Western Ave/Summerland Ave 16. Western Ave/1st St 17. Western Ave/Weymouth Pl 18. Western Ave/Bynner Dr 19. Western Ave/9th St 20. Western Ave/19th St 21. Western Ave/25th St Intersection List A A TOD TOD Free A Free TOD TOD TOD TOD TOD TOD TOD TOD TOD TOD TOD TOD TOD City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study Average Speed: 10-15 mph Congested Area E-8 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 9  The current signal coordination grouping of the Caltrans‐operated intersections (between 262nd Street  and Summerland Avenue) is varied, with some signals not coordinated to any others. This grouping is  described as follows (from north to south):     #3 (262nd Street intersection) operates in coordination, but is not coordinated to any other signals   #5 and #6 (Palos Verdes Drive North and Peninsula Verde intersections) are coordinated   #7 (Horizon Way intersection) operates in coordination, but is not coordinated to any other signals   #8 and #9 (Avenida Aprenda and Westmont Drive intersections) are coordinated   #10, #11, #12, #13 (Toscanini Drive, Caddington Drive, Capitol Drive, and Park Western Drive  intersections) are coordinated   #14 and #15 (Crestwood Street and Summerland Avenue intersections) are coordinated    2.2 Traffic Volumes/Data  Existing traffic counts at intersections within the study area were collected in either December 2022,  January 2023, March 2023, or April 2023. Intersection turning movement counts were collected during  the a.m. peak period (6:00 to 9:00 a.m.) and p.m. peak period (2:00 to 7:00 p.m.), over the course of two  typical weekdays, with local schools in session. The traffic analysis is based on the highest single hour of  traffic during each time period at each location. The average peak hour volumes of the two days at each  intersection were used in the traffic analysis. Figures 3a and 3b show the existing peak hour intersection  traffic volumes. Detailed vehicle turning movement count sheets are provided in Appendix A. The  following are key takeaways from the traffic counts:     On average, northbound traffic volumes along Western Avenue are higher than southbound  traffic volumes during the a.m. peak hour (by approximately 380 vehicles). Conversely,  southbound traffic volumes are higher during the p.m. peak hour (though by only approximately  150 vehicles).   Of the 21 east‐west cross‐streets in the study area, Pacific Coast Highway consists of the highest  east‐west approach volumes (in both peak hours), followed by Palos Verdes Drive North, and 25th  Street.   In the northbound‐southbound direction, the locations with the highest left‐turn volumes are:  o Northbound left‐turn at Pacific Coast Highway (a.m. peak hour): 501 vehicles  o Southbound left‐turn at Anaheim Street (p.m. peak hour): 481 vehicles  o Northbound left‐turn at Palos Verdes Drive North (a.m. peak hour): 439 vehicles    Traffic counts at commercial center driveways and key unsignalized intersections were collected in August  2023, from 7:00 to 9:00 a.m. and 4:00 to 6:00 p.m. on a typical weekday (with local schools in session).    E-9 25th St railM e s te D r W e s t e r n A v e G a f f e y S t Pa c i f i c A v e Ha r b o r B l v d Pacific Coast Hwy Anaheim St Palos V erdes D r N Westmont Dr nd AvealSummre 1st St 5th St 7th St 9th St 13th St 19th St Pase o Del Mar Capi t o l D r Pa l o s V e r d e s D r E Figure 3a Existing Peak Hour Intersection Volumes N NOT TO SCALE N NOT TO SCALE AM/PM Volume XX%Percent Distribution Operated by Caltrans Operated by LADOT AM/PM VolumeXX/XX Legend 50 1 / 3 3 7 STOP 86 4 / 6 0 4 55 / 8 4 94/100 1,459/1,162 90/121 13 0 / 1 4 4 46 9 / 7 0 0 11 6 / 1 3 8 224/370 1,046/1,368 110/138 0/ 1 97 6 / 6 7 0 52 / 6 4 107/79 85/23 526/325 25 5 / 4 8 1 51 9 / 8 3 1 0/ 3 3 3/16 23 5 / 8 2 94 3 / 7 1 7 3/ 4 10/7 17/8 15/8 14 / 2 5 58 5 / 8 7 4 20 / 2 2 85/180 16/28 35/33 69 / 4 2 1, 1 3 5 / 8 2 4 3/ 8 2/2 2/1 32/26 10 / 2 1 65 5 / 9 5 6 12 / 1 9 46/54 0/2 6/12 43 9 / 3 5 3 95 5 / 7 1 3 32 7 / 2 5 7 314/260 559/578 46/33 63 / 4 2 51 3 / 7 7 9 12 4 / 1 1 8 286/505 748/681 94/119 7/ 7 1, 8 0 9 / 1 , 2 5 4 0/ 0 0/0 0/0 0/0 0/ 0 1, 0 9 7 / 1 , 4 7 0 12 / 1 2 6/3 0/0 29/10 30 / 2 0 1, 8 0 3 / 1 , 3 1 9 18 / 1 0 13/10 1/0 54/66 30 / 3 0 1, 0 9 5 / 1 , 4 4 6 35 / 3 6 1/13 0/1 2/46 63 / 8 9 1, 4 7 9 / 1 , 0 6 9 4/ 6 5/7 2/1 1/3 1/ 7 66 1 / 1 , 2 4 1 14 1 / 9 5 123/110 1/1 364/262 80 / 5 1 1, 0 8 8 / 9 3 2 13 4 / 1 6 9 204/261 137/52 270/145 12 7 / 1 8 8 64 5 / 1 , 1 0 3 44 / 3 4 89/40 118/62 113/36 16 5 / 8 4 1, 1 9 0 / 1 , 1 1 7 42 / 5 5 64/34 22/11 58/38 21 / 4 1 84 3 / 1 , 3 1 5 27 / 4 0 211/92 21/11 75/25 32 / 1 1 4 1, 2 2 4 / 1 , 1 6 9 2/ 5 37/38 3/3 53/31 44 / 3 9 1, 0 8 5 / 1 , 3 4 4 57 / 1 2 6 71/85 3/2 92/144 1. Western Ave & Pacific Coast Hwy 2. Western Ave & Anaheim St 3. Western Ave & 262nd St 4. Western Ave & 263rd St 5. Western Ave & Palos Verdes Dr North 6. Western Ave & Peninsula Verde Dr 7. Western Ave & Horizon Wy 8. Western Ave & Ave Aprenda 9. Western Ave & Westmont Dr 10. Western Ave & Toscanini Dr 11. Western Ave & Caddington Dr RANCHO PALOS VERDES LOS ANGELES LOMITA 1 110 47 213 2 1 4 7 8 9 3 5 6 10 15 20 21 19 16 14 11 12 13 17 18 1. Western Ave/Pacific Coast Hwy 2. Western Ave/Anaheim St 3. Western Ave/262nd St 4. Western Ave/263rd St 5. Western Ave/Palos Verdes Dr North 6. Western Ave/Peninsula Verde Dr 7. Western Ave/Horizon Wy 8. Western Ave/Ave Aprenda 9. Western Ave/Westmont Dr 10. Western Ave/Toscanini Dr 11. Western Ave/Caddington Dr 12. Western Ave/Capitol Dr 13. Western Ave/Park Western Dr 14. Western Ave/Crestwood St 15. Western Ave/Summerland Ave 16. Western Ave/1st St 17. Western Ave/Weymouth Pl 18. Western Ave/Bynner Dr 19. Western Ave/9th St 20. Western Ave/19th St 21. Western Ave/25th St Intersection List City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-10 25th St railM e s te D r W e s t e r n A v e G a f f e y S t Pa c i f i c A v e Ha r b o r B l v d Pacific Coast Hwy Anaheim St Palos V erdes D r N Westmont Dr nd AvealSummre 1st St 5th St 7th St 9th St 13th St 19th St Pase o Del Mar Capi t o l D r Pa l o s V e r d e s D r E Figure 3b Existing Peak Hour Intersection Volumes N NOT TO SCALE N NOT TO SCALE AM/PM VolumeXX/XX XX%Percent Distribution Operated by Caltrans Operated by LADOT AM/PM VolumeXX/XX Legend STOP 9/ 2 2 1, 1 3 3 / 1 , 1 5 2 18 6 / 1 3 8 192/176 53/64 241/245 13 9 / 2 6 9 98 6 / 1 , 2 1 2 77 / 8 5 15/17 79/49 88/100 12 / 3 8 1, 2 5 4 / 1 , 2 2 9 17 3 / 1 5 3 149/251 2/10 97/153 10 6 / 1 5 3 1, 0 8 9 / 1 , 2 4 8 1/ 4 5/18 0/9 1/6 79 / 4 7 1, 2 8 7 / 1 , 1 7 9 13 2 / 2 2 3 69/190 19/40 31/39 17 / 2 8 1, 0 1 4 / 1 , 3 1 3 12 3 / 1 0 7 78/48 16/24 129/119 13 / 1 2 1, 1 2 6 / 1 , 0 3 5 36 / 4 2 158/173 46/40 414/306 18 5 / 2 3 3 96 4 / 1 , 3 1 4 22 / 2 4 8/14 43/27 19/25 7/ 1 2 93 3 / 9 9 2 37 9 / 4 0 1 374/278 149/129 176/190 13 6 / 1 9 6 92 5 / 1 , 1 2 5 55 / 6 6 14/20 215/151 56/53 5/ 9 76 2 / 9 2 3 6/ 1 1 3/4 6/14 472/410 24 6 / 2 9 3 1, 0 3 7 / 1 , 0 7 4 49 / 7 4 21/12 48/22 70/39 10 / 1 1 72 8 / 9 0 0 3/ 3 3/3 7/6 18/16 65 / 7 5 96 0 / 9 8 4 19 / 2 5 5/6 8/5 18/17 17 1 / 1 3 3 67 4 / 8 2 8 97 / 9 8 123/108 147/109 53/52 57 / 7 3 89 4 / 9 0 1 21 / 2 6 132/194 101/129 16/26 6/ 1 2 73 2 / 9 1 1 89 / 1 4 2 181/84 38/21 153/113 11 1 / 2 0 4 99 1 / 8 9 9 64 / 9 9 10/23 35/46 94/86 12 / 2 8 95 / 1 3 4 49 / 8 6 82/71 408/278 290/223 22 0 / 2 8 4 15 8 / 1 1 2 67 3 / 4 1 6 11/16 215/369 402/568 12. Western Ave & Capitol Dr 13. Western Ave & Park Western Dr 14. Western Ave & Crestwood St 15. Western Ave & Summerland Ave 16. Western Ave & 1st St 17. Western Ave & Weymouth Pl 18. Western Ave & Bynner Dr 19. Western Ave & 9th St 20. Western Ave & 19th St 21. Western Ave & 25th St RANCHO PALOS VERDES LOS ANGELES LOMITA 1 110 47 213 2 1 4 7 8 9 3 5 6 10 15 20 21 19 16 14 11 12 13 17 18 1. Western Ave/Pacific Coast Hwy 2. Western Ave/Anaheim St 3. Western Ave/262nd St 4. Western Ave/263rd St 5. Western Ave/Palos Verdes Dr North 6. Western Ave/Peninsula Verde Dr 7. Western Ave/Horizon Wy 8. Western Ave/Ave Aprenda 9. Western Ave/Westmont Dr 10. Western Ave/Toscanini Dr 11. Western Ave/Caddington Dr 12. Western Ave/Capitol Dr 13. Western Ave/Park Western Dr 14. Western Ave/Crestwood St 15. Western Ave/Summerland Ave 16. Western Ave/1st St 17. Western Ave/Weymouth Pl 18. Western Ave/Bynner Dr 19. Western Ave/9th St 20. Western Ave/19th St 21. Western Ave/25th St Intersection List City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-11 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 12  In addition, corridor travel time runs were performed prior to the start of the traffic study, on two typical  weekdays in December 2022, during the a.m. and p.m. peak hours. The data from the runs showed that  current travel times along the corridor range from 13 to 19 minutes, with the p.m. peak hour travel times  being 3 minutes longer than the a.m. times on average. Travel time run data is provided in Appendix A.    2.3 Planning Context  Table 2 summarizes planned projects that would have an effect on traffic operations along Western  Avenue, either in the near‐term or long‐term.    Table 2: Review of Relevant Planned Projects  Planned Project Description Relevance to Western Ave  Ponte Vista Project  The project, located at 26900 Western Avenue in the City  of Los Angeles, consists of an 830‐unit residential  development. The project's residential units would be  comprised of single‐family, townhome, flat, and  apartment units ranging in size from 600 to  approximately 2,800 square feet, within buildings  constructed over and/or adjacent to residential parking  garages.  Once completed, the project is forecast to  add approximately 7,400 daily vehicle trips  to Western Avenue, via two access points:  Avenida Aprenda and Horizon Way  City of RPV Mixed‐Use  Overlay Zoning District  The City is currently in the process of creating a mixed‐ use overlay district that would encourage economic  development and construction of additional housing  within commercial districts. The schedule for future  public hearings is pending.  Potential to result in additional vehicle trips,  though not likely in the near‐term.  Caltrans Bike Pedestrian  Improvement Project  Caltrans is planning to install bicycle lanes and  pedestrian improvements on Western Avenue between  25th Street in San Pedro to Carson Street in Torrance, as  part of the Western Avenue Bicycle Pedestrian  Improvement Project.  On‐street parking along Western Avenue  would be removed in several locations and  median widths would be reduced.  Pedestrian Hybrid  Beacon (PHB) installation  Caltrans is planning to install a PHB at Leesdale Avenue,  which is located north of Palos Verdes Drive north  The future PHB would allow for improved  pedestrian mobility across Western Avenue  and could potentially be coordinated with  adjacent traffic signals in order to not  interrupt traffic flow.      E-12 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 13    3.0 MULTIMODAL TRANSPORTATION CONDITIONS  This section presents a discussion of multimodal mobility conditions along the Western Avenue corridor,  which includes transit and active transportation modes.    Bus service along the corridor is provided by LA Metro, the Palos Verdes Peninsula Transportation  Authority (PV Transit), and the Los Angeles Department of Transportation (LADOT). This study addresses  the need for/suitability of transit signal priority in a later section. The following describes the details of  each service:     LA Metro (Local) Line 205  o Line 205 runs between San Pedro (Harbor Blvd/6th Street) and the Willowbrook/Rosa  Parks Metro C Line station, seven days a week. Along Western Avenue, several stops are  provided, including at Pacific Coast Highway, Palos Verdes Drive North, Westmont Drive,  Capitol Drive, and Summerland Avenue.   PV Transit Green Line and Green Eastview Line  o The Green Line runs during summer school days only, between Ridgecrest School and  Miraleste Plaza. Along Western Avenue, the line runs between Palos Verdes Drive North  and 1st Street. The Green Eastview Line runs in a loop primarily along Western Avenue, 1st  Street, Palos Verdes Drive East, and Palos Verdes Drive North, also during summer school  days only.   PV Transit Orange Line  o The Orange Line runs between Fort MacArthur and Palos Verdes High School, during  school days only, with headways of approximately one hour. Along Western Avenue,  stops are provided at Horizon Way, Caddington Drive, Trudie Drive‐Capitol Drive, Park  Western Drive, and 1st Street.   LADOT DASH San Pedro Line  o The DASH San Pedro Line runs within the San Pedro area seven days a week, with  headways of 30 minutes. Along Western Avenue, the line runs from Park Western Drive  to 1st Street (both directions) and further south from 25th Street to 19th Street  (northbound only). Stops are provided at Park Western Drive, Crestwood Street,  Summerland Avenue, 25th Street, adjacent to Little Sisters of the Poor, and 19th Street.    Sidewalks are generally provided all along the corridor, though there are portions of the corridor that do  not have paved sidewalks. An example of this condition (where sidewalks are not provided) is the section  between 9th Street and 19th Street.    As mentioned, Caltrans is currently in the process of upgrading bicycle mobility along Western Avenue by  installing Class II bicycle lanes between 25th Street on the south and Carson Street on the north, covering  the entire portion of the study area. The bicycle lanes will be constructed by primarily re‐purposing  existing parking lanes and reducing median widths from approximately 12 feet to 8 feet.    E-13 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 14    4.0 EXISTING TRAFFIC OPERATIONS ANALYSIS  This section presents the analysis of current traffic operations in the study area, including a description of  the methodology applied.    4.1 Traffic Operations Analysis Methodology  Analysis of intersection traffic operations was conducted using Synchro software (version 11), which uses  vehicular delay criteria to determine levels of service (LOS). Table 3 presents a brief description of each  LOS letter grade, using average intersection delay ranges defined by the Highway Capacity Manual (HCM).    Table 3: Intersection Level of Service Definitions – HCM Methodology  Level   of  Service  Description  Signalized  Intersection  Delay  (seconds per  vehicle)  Unsignalized  Intersection  Delay  (seconds per  vehicle)  A  Excellent operation. All approaches to the intersection appear quite  open, turning movements are easily made, and nearly all drivers find  freedom of operation.  < 10 ≤ 10  B  Very  good operation. Many drivers begin to feel somewhat restricted  within platoons of vehicles.  This represents stable flow.  An approach to  an intersection may occasionally be fully utilized and traffic queues start  to form.  >10 and < 20 >10‐20  C  Good operation. Occasionally drivers may have to wait more than 60  seconds, and back‐ups may develop behind turning vehicles.  Most  drivers feel somewhat restricted.  >20 and < 35 >20‐35  D  Fair operation. Cars are sometimes required to wait more than 60  seconds during short peaks.  There are no long‐standing traffic queues.  >35 and < 55 >35‐55  E  Poor operation. Some long‐standing vehicular queues develop on critical  approaches to intersections.  Delays may be up to several minutes. >55 and < 80 >55‐80  F  Forced flow. Represents jammed conditions.  Backups from locations  downstream or on the cross street may restrict or prevent movement of  vehicles out of the intersection approach lanes; therefore, volumes  carried are not predictable.  Potential for stop and go type traffic flow.  > 80 >80             E-14 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 15  4.2 Existing Intersection LOS  A level of service analysis was conducted to evaluate existing intersection operations during the weekday  a.m. and p.m. peak hours at the study intersections, utilizing the traffic counts as described. Table 4  summarizes the existing LOS at the study intersections. LOS calculation sheets are provided in Appendix  B. Traffic signal timing sheets were obtained from each agency. Using the sheets, timing parameters such  as minimum green, yellow, all‐red, walk, and flashing don’t walk were incorporated into the Synchro  network, along with cycle lengths where appropriate.    Note that all traffic operations scenarios include Leading Pedestrian Interval (LPI) timing at all  intersections based on feedback from the Focus Group. An LPI phase of 4 seconds is added to all phases,  within the Synchro network. While most of the intersections do not currently include LPI timing, it is  anticipated that this signal functionality will be incorporated in the near term.    Table 4: Existing Peak Hour Intersection Levels of Service  Intersection Control Type  AM Peak Hour PM Peak Hour  Delay  (sec) LOS Delay  (sec) LOS  1 Western Ave/Pacific Coast Hwy (SR‐1) Signalized 81.6 F 69.7 E  2 Western Ave/Anaheim St Signalized 37.4 D 29.1 C  3 Western Ave/262nd St Signalized 10.4 B 13.3 B  4 Western Ave/263rd St Stop‐controlled 24.6* C 27.7* D  5 Western Ave/Palos Verdes Dr North Signalized 48.3 D 45.8 D  6 Western Ave/Peninsula Verde Dr Signalized 14.7 B 5.0 A  7 Western Ave/Horizon Wy Signalized 11.7 B 12.2 B  8 Western Ave/Avenue Aprenda  Signalized 49.8 D 48.5 D  9 Western Ave/Westmont Dr‐Delasonde Dr Signalized 91.3 F 71.3 E  10 Western Ave/Toscanini Dr Signalized 26.7 C 15.9 B  11 Western Ave/Caddington Dr Signalized 15.7 B 36.5 D  12 Western Ave/Capitol Dr Signalized 23.8 C 26.2 C  13 Western Ave/Park Western Dr Signalized 17.6 B 31.0 C  14 Western Ave/Crestwood St Signalized 39.3 D 71.3 E  15 Western Ave/Summerland Ave Signalized 34.3 C 27.1 C  16 Western Ave/1st St Signalized 55.1 E 47.6 D  17 Western Ave/Weymouth Ave Signalized 31.8 C 33.4 C  18 Western Ave/Bynner Dr Signalized 6.4 A 5.3 A  19 Western Ave/9th St Signalized 35.0 D 39.7 D  20 Western Ave/19th St Signalized 42.5 D 29.2 C  21 Western Ave/25th St Signalized 32.6 C 33.3 C  Notes:  sec = seconds; LOS = Level of Service.  E-15 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 16  As shown in Table 4, the majority of the study intersections are currently operating at LOS D or better  during the peak hours. Four intersections are currently operating at LOS E or F:     Western Avenue/Pacific Coast Highway (a.m. and p.m. peak hour). The critical movement during  the a.m. peak period, contributing to the LOS F operation, is the northbound left‐turn, consisting  of 501 vehicles.   Western Avenue/Westmont Drive‐Delasonde Drive (a.m. and p.m. peak hour). The critical  movement during the a.m. peak period, contributing to the LOS F operation, is the northbound  through movement, consisting of 1,088 vehicles. Another contributing factor is that the  eastbound and westbound movements are split‐phased, thus run separately. This results in less  green time for the heavier north‐south Western Avenue movements.   Western Avenue/Crestwood Street (p.m. peak hour). The critical movements during this time  period are the westbound movement and southbound through movement (consisting of 1,313  vehicles). Similar to the Westmont Drive intersection, the eastbound and westbound movements  at Crestwood Street are split‐phased.   Western Avenue/1st Street (a.m. peak hour). The critical movement during this time period is the  westbound left‐turn movement consisting of 374 vehicles.    In addition to presenting the overall intersection delay and LOS, the individual northbound and  southbound Western Avenue approach delays and LOS (including left‐turn, through, and right‐turn  movements) were reviewed. Table 5 summarizes the approach delay and LOS values.    Table 5: Existing Peak Hour Directional Approach Levels of Service  Intersection Direction  AM Peak Hour PM Peak Hour  Delay  (sec) LOS Delay  (sec) LOS  1 Western Ave/Pacific Coast Hwy (SR‐1)  Northbound 190.3 F 49.0 D  Southbound 46.1 D 47.9 D  2 Western Ave/Anaheim St  Northbound 36.8 D 35.6 D  Southbound 21.1 C 27.4 C  3 Western Ave/262nd St  Northbound 7.6 A 7.7 A  Southbound 5.6 A 8.1 A  4 Western Ave/263rd St  Northbound  Free flow  Southbound  5 Western Ave/Palos Verdes Dr North  Northbound 37.5 D 30.0 C  Southbound 38.5 D 39.9 D  6 Western Ave/Peninsula Verde Dr  Northbound 17.1 B 4.7 A  Southbound 10.3 B 5.0 A  7 Western Ave/Horizon Wy  Northbound 11.7 B 10.1 B  Southbound 11.6 B 12.9 B  E-16 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 17  Intersection Direction  AM Peak Hour PM Peak Hour  Delay  (sec) LOS Delay  (sec) LOS  8 Western Ave/Avenue Aprenda   Northbound 54.7 D 25.7 C  Southbound 46.3 D 65.3 E  9 Western Ave/Westmont Dr‐Delasonde Dr  Northbound 162.3 F 111.8 F  Southbound 30.1 C 48.3 D  10 Western Ave/Toscanini Dr  Northbound 9.3 A 5.3 A  Southbound 35.4 D 21.3 C  11 Western Ave/Caddington Dr  Northbound 19.4 B 24.7 C  Southbound 6.9 A 44.5 D  12 Western Ave/Capitol Dr  Northbound 21.3 C 29.3 C  Southbound 19.2 B 20.4 C  13 Western Ave/Park Western Dr  Northbound 14.7 B 16.9 B  Southbound 16.3 B 38.3 D  14 Western Ave/Crestwood St  Northbound 36.6 D 55.5 E  Southbound 39.2 D 86.1 F  15 Western Ave/Summerland Ave  Northbound 42.0 D 36.4 D  Southbound 27.0 C 17.9 B  16 Western Ave/1st St  Northbound 39.3 D 71.8 E  Southbound 26.3 C 26.0 C  17 Western Ave/Weymouth Ave  Northbound 38.2 D 42.5 D  Southbound 25.6 C 28.4 C  18 Western Ave/Bynner Dr  Northbound 4.8 A 4.2 A  Southbound 5.6 A 4.6 A  19 Western Ave/9th St  Northbound 26.5 C 41.5 D  Southbound 45.3 D 37.5 D  20 Western Ave/19th St  Northbound 34.5 C 42.5 D  Southbound 44.8 D 11.6 B  21 Western Ave/25th St  Northbound 34.6 C 32.9 C  Southbound 28.5 C 22.2 C  Notes:  sec = seconds; LOS = Level of Service.    As shown in Table 5, the northbound approach at the Westmont Drive intersection is currently operating  at LOS F in both peak hours. At the Crestwood Street intersection, both the northbound and southbound  approaches are operating at LOS E or F during the p.m. peak hour.  E-17 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 18  4.3 Congestion “Hotspot” Analysis  The ClearGuide platform was utilized to identify congestion “hotspots” along the Western Avenue  corridor, in order to help inform the evaluation of improvement scenarios. ClearGuide is Iteris’ smart  mobility software service that was developed to assist transportation operations and planning staff in  making data‐driven decisions. The ClearGuide platform utilizes historical data sourced from GPS devices  and turns it into performance measures and intuitive visualizations on congestion, reliability, and safety.  It also integrates additional data sources to help explain and predict transportation trends, such as  incident and weather. Users can access performance measures by creating custom routes across the  roadway network. In this case, a custom route from Pacific Coast Highway on the north to 25th Street on  the south was created (in both directions).    Data from multiple weeks, during typical weekdays, within the past year were extrapolated in order  achieve confidence in the results, avoiding any single‐day or week anomalies. Average vehicle speed was  selected as the measurement of congestion. Contour maps/graphs showing the average speeds within  color‐coded speed bins, per direction, for each week of data along the corridor were created. On the  graphs, the shades of green and red indicate average vehicle speeds during a particular day and hour at a  particular location. The day and hour are shown across the x‐axis. The location along the corridor is shown  across the y‐axis, on both the right side and left side of the graphs. The cross‐street is shown on the right  side, while the distance (in miles) from the route starting point is shown on the left side.    Figures 4 and 5 show speed contour maps for typical weekdays, in the northbound and southbound  directions, respectively. The ClearGuide results show that congestion primarily occurs within the section  between Weymouth Avenue and Capitol Drive (intersections 12 through 17). Within this section, average  speeds were generally 10 to 15 miles per hour. Note that the Summerland Avenue, Crestwood Street,  Park Western Drive, and Capitol Drive intersections are controlled by Caltrans (operating TOD plans), while  the 1st Street and Weymouth Avenue intersections are controlled by LADOT. Additional contour maps are  provided in Appendix D (showing similar patterns during other months of the year).      E-18 N NOT TO SCALE Figure 4 ClearGuide Contour Map of Average Speeds Northbound Direction, September 2023 N Capitol Dr to Weymouth Ave Sept 12th Sept 13th Sept 14th Westmont Dr City of Rancho Palos Verdes Western Ave Traffic Flow Improvements Traffic Study E-19 N NOT TO SCALE Figure 5 ClearGuide Contour Map of Average Speeds Southbound Direction, January 2023 N January 25th January 26th Westmont Dr Capitol Dr to Weymouth Ave January 24th City of Rancho Palos Verdes Western Ave Traffic Flow Improvements Traffic Study E-20 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 21  5.0 SAFETY ASSESSMENT  This section presents a review of historical collision data obtained from the Statewide Integrated Traffic  Records System (SWITRS). The data, from 2016 to 2021, is used to identify collision hotspots along the  Western Avenue corridor, as well as the most common types of collisions. Table 6 summarizes the data,  documented for all intersections along the corridor by collision types, including head‐on, sideswipe, rear  end, broadside, vehicle/pedestrian, and others.    Table 6: Western Avenue Corridor 2016‐2021 Collisions by Type  Western Ave Intersection  Type of Collision  Total  Head‐On Sideswipe Rear End Broadside Vehicle/  Pedestrian Other  1 Pacific Coast Hwy (SR‐1) 4 7 14 6 1   32  2 Anaheim St 2 2  1   2 7  3 262nd St          0  4 263rd St          0  5 Palos Verdes Dr North   1       1  6 Peninsula Verde Dr   1   1   2  7 Horizon Wy          0  8 Avenue Aprenda    2     1 3  9 Westmont‐Delasonde Dr  1  1   1 3  10 Toscanini Dr          0  11 Caddington Dr          0  12 Capitol Dr 1  1 2 2   6  13 Park Western Dr  2 3 2 1   8  14 Crestwood St   4 4 1   9  15 Summerland Ave  2 3   1   6  16 1st St          0  17 Weymouth Ave 4 1 2 3 2   12  18 Bynner Dr  1  2   3 6  19 9th St                0  20 19th St   1 1     2  21 25th St 1      1 2 4   Total 12 16 32 22 10 9 101    As shown in Table 6, a total of 101 collisions were reported along Western Avenue, within the study area,  from 2016 to 2021. The Pacific Coast Highway intersection reported the highest number of collisions (32)  by a large amount, which is expected given that this location consists of the highest traffic volumes  amongst all intersections. The location with the next highest amount of reported collisions was Weymouth  Avenue with 12 reported collisions (with head‐on collisions reported as the most common type at this  location). All other locations had less than 10 incidents reported. Along the entire corridor, rear end  collisions were the most common type with 32 collisions reported, which was followed by broadside  collisions with 22 reported. Detailed diagrams of each collision location are provided in Appendix E. In  E-21 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 22  addition, TASAS Selective Accident Retrieval (TSAR) data was obtained from Caltrans in order to verify  and/or supplement the SWITRS data. Data was obtained from beginning of 2018 through end of 2021,  excluding the year 2020. A total of six (6) collisions were reported using this platform. Thus, given this low  amount, it can be concluded that the SWITRS data (showing 101 collisions) is comprehensive.     6.0 FUTURE TRAFFIC CONSIDERATIONS  Future year traffic conditions were reviewed through the use of travel‐demand forecasting models. Given  the location of the Western Avenue study corridor amongst multiple jurisdictions, traffic forecasts from  two widely used travel‐demands were reviewed: Southern California Association of Governments (SCAG)  Regional Transportation Plan (RTP)/Sustainable Communities Strategy (SCS) Model and City of Los Angeles  Travel Demand Model (i.e., Citywide Model).    Within the SCAG model, the average growth along the Western Avenue corridor, determined by  comparing the baseline year and future year scenario volumes, was calculated to be approximately 15‐ 20% during peak hours. Conversely, within the City of Los Angeles model, the future year model scenario  traffic volumes were lower than the baseline year model scenario (by approximately 2%). As mentioned  previously, a major development project along the corridor is the Ponte Vista residential project, which  includes 810 residential units. Trip generation and distribution data from the Ponte Vista at San Pedro  Project Traffic Impact Study (March 2012) was obtained. The project is forecast to generate approximately  570 a.m. peak hour trips and 700 p.m. peak hour trips, with approximately 70% of traffic anticipated to  travel north (from Avenida Aprenda and/or Horizon Way) during the a.m. peak hour.    7.0 SCENARIO ANALYSIS  This section presents the improvement scenarios that are analyzed in this report, which were developed  through coordination with the Focus Group. The scenarios/sub‐scenarios, which were developed through  discussions with the project team at Focus Group meetings and which generally increase in complexity  from Scenario 0 to Scenario 3, are described as follows:     Scenario 0 (Baseline) consists of current signal timing/operational conditions   Scenario 1 consists of “minimum build”‐type improvements  o Scenario 1A consists of improvements to current Caltrans TOD plans.  o Scenario 1B consists of improvements to current Caltrans TOD plans and/or  recommendation of traffic responsive operations (which involves signal timing changes  as a result of certain thresholds, such as traffic volumes at a given approach, being met).   Scenario 2 consists of Caltrans continuing to operate intersections along the corridor  o Scenario 2A consists of Caltrans deploying its Adaptive Signal Control Technology (ASCT),  TSMSS system (Caltrans uses the TSMSS signal system as a statewide standard with  adaptive module added), at its 11 signalized intersections within the project’s limits.  o Scenario 2A Plus consists of additional measures to allow the Caltrans TSMSS system to  share data (such as cycle lengths and offsets) with the adjacent LADOT adaptive system.  E-22 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 23  o Scenario 2B consists of Caltrans deploying its TSMSS at a reduced number of intersections  (as compared to Scenario 2A). The reduced number of intersections is based on the traffic  operational analysis and the data collection results described earlier.  o Scenario 2C consists of Caltrans assuming operational responsibilities at all 17 signalized  intersections within the project’s limits.  o Scenario 2C Minus consists of Caltrans assuming operational responsibilities and  deploying its TSMSS at 2 additional intersections as compared to Scenario 2A (for a total  of 13 within the project’s limits).   Scenario 3 consists of LADOT assuming operational responsibilities of all intersections along the  corridor  o Scenario 3A consists of LADOT deploying its Adaptive Traffic Control System (ATCS) at the  11 signalized intersections currently operated by Caltrans within the project’s limits, in  addition to continuing operational responsibilities at the other 8 signalized intersections.  o Scenario 3B consists of LADOT deploying ATCS at a reduced number of intersections (as  compared to Scenario 3a). The reduced number of intersections is based on the traffic  operational analysis and the data collection results described earlier.    7.1 Evaluation Approach  In order to simulate how traffic signals would operate under adaptive control, operational conditions of  the current LADOT signals that operate on the City’s ATCS were reviewed. LADOT provided the project  team with split recordings at all intersections for three days in August 2023 (after the school season  started), and also informed the team on which intersections are operating under ATCS versus those that  are operating as free or using a TOD plan. Of these intersections, the two that operate on ATCS and are  located adjacent to Caltrans‐operated intersections are the 1st Street and Weymouth Avenue  intersections. Based on the split recording data, the following are the most common, reoccurring cycle  lengths, and corresponding times at which those cycle lengths are run, at the two intersections:     AM Peak Period  o 100 second cycle length at 7:15 a.m.  o 120 second cycle length at 8:00 a.m.  o 110 second cycle length at 8:45 a.m.   PM Peak Period  o 120 second cycle length at 5:15 p.m.  o 110 second cycle length at 5:45 p.m.  o 105 second cycle length at 6:30 p.m.    With these time periods identified within the a.m. and p.m. periods, separate traffic volume scenarios  were developed that correlate to each particular time, at all 21 intersections, using 15‐minute volumes  E-23 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 24  from the traffic counts.    7.2 Traffic Operations Analysis  Traffic operations analysis was performed for each scenario similar to the existing conditions analysis. A  summary of the traffic operations analysis results are provided in this section. Detailed intersection LOS  tables for each scenario are provided in Appendix B. Note that Scenarios 2B and 3B, which involve  deploying adaptive control at a limited amount of intersections, assume that TOD plans at the other  Caltrans intersections would be optimized/improved when implemented.    In order to determine the benefits to commuters along Western Avenue, resulting from each scenario,  the average vehicle delay at the northbound and southbound approaches was averaged along the corridor  within the project area. Table 7 presents the average vehicle delay and resulting delay savings as  compared to current conditions, for each scenario, within the project area.     Table 7: Average Delay Reduction Comparisons by Scenario within Project Area  Scenario  Average Delay (sec) of Northbound and Southbound  Intersection Approaches  AM Peak Hour PM Peak Hour  Delay (sec) % Savings Delay (sec) % Savings  1A Existing Conditions with Minimum Build 24.2 22% 22.7 31%  1B Existing Conditions w/ Minimum Build plus other  measures (i.e., traffic responsive functionality) Similar to 1A*  2A Caltrans deploys adaptive at its 11 intersections 24.2 22% 22.7 31%  2B Caltrans deploys adaptive at 4 intersections 23.9 24% 22.1 33%  2C Caltrans deploys adaptive at 17 intersections  (assuming responsibility of 6 current LADOT signals) 21.1 32% 18.4 44%  2C  Minus  Caltrans deploys adaptive at its 11 intersections plus  2 additional (currently operated by LADOT) 23.8 24% 20.2 38%  3A LADOT expands ATCS to 17 intersections (assuming  responsibility of 11 current Caltrans signals) Similar to 2C*  3B LADOT expands ATCS to 10 intersections (assuming  responsibility of 4 current Caltrans signals) 23.7 24% 20.3 38%  * From a traffic analysis standpoint, signal timing/coordination would be similar to other scenarios.    Figure 6 presents the average delay savings from Table 7 in a graphical/chart format. As shown, Scenario  2C (and 3A) is anticipated to result in the largest reduction in overall vehicle delay along the corridor, given  that all signalized intersections would be operated by the same agency.    E-24 Figure 6 Average Peak Hour Delay Reduction Northbound and Southbound Direction STOP McCain Scenario % D e l a y R e d u c t i o n Scenario % D e l a y R e d u c t i o n CURRENT VALUES WHICH INCLUDE SCENARIO 2C MINUS City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study Average Speed: 10-15 mph Congested Area E-25 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 26  As mentioned earlier, based on review of ClearGuide data, congestion primarily occurs within the segment  between Capitol Drive and Weymouth Avenue (intersections 12 through 17). Thus, a similar comparison  is presented, of the delays at intersections within this segment only. Table 8 presents the average vehicle  delay and resulting delay savings as compared to current conditions, for each scenario, in the Western  Avenue segment from Capitol Drive to Weymouth Avenue.    Table 8: Average Delay Reduction Comparisons by Scenario within Congested Segment  Scenario  Average Delay (sec) of Northbound and Southbound  Intersection Approaches  AM Peak Hour PM Peak Hour  Delay (sec) % Savings Delay (sec) % Savings  1A Existing Conditions with Minimum Build 22.8 21% 28.6 27%  1B Existing Conditions w/ Minimum Build plus other  measures (i.e., traffic responsive functionality) Similar to 1A*  2A Caltrans deploys adaptive at its 11 intersections 22.8 21% 28.6 27%  2B Caltrans deploys adaptive at 4 intersections 22.0 24% 29.6 24%  2C Caltrans deploys adaptive at 17 intersections  (assuming responsibility of 6 current LADOT signals) 20.0 30% 20.4 48%  2C  Minus  Caltrans deploys adaptive at its 11 intersections plus  2 additional (currently operated by LADOT) 21.1 27% 21.2 46%  3A LADOT expands ATCS to 17 intersections (assuming  responsibility of 11 current Caltrans signals) Similar to 2C*  3B LADOT expands ATCS to 10 intersections (assuming  responsibility of 4 current Caltrans signals) 21.6 25% 23.6 40%  * From a traffic analysis standpoint, signal timing/coordination would be similar to other scenarios.    As shown in Table 8, the delay reductions for each scenario in the congested segment generally follow  the same patterns as the results shown in Table 7 for the project area as a whole.    As mentioned, the most common, reoccurring cycle lengths at LADOT signals running adaptive control  (and their corresponding times) were used to create additional analysis runs (using traffic counts from  those times) by applying those cycle lengths to other intersections according to the particular scenario.  Similar to the previous table, the average vehicle delay and resulting delay savings from these  corresponding “non‐peak” hours were reviewed at the northbound and southbound approaches for the  scenarios that include some form of adaptive control. These non‐peak hours were (starting at) 7:15, 8:00,  and 8:15 a.m. in the morning period and 5:15, 5:45, and 6:30 p.m. in the evening period. Table 9  summarizes the potential delay reductions when compared to Scenario 0 where fixed TOD plans are run  throughout a three to four‐hour period, within the project area.   E-26 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 27    Table 9: Average Non‐Peak Delay Reduction Comparisons for Adaptive Scenarios within Project Area  Scenario  Northbound & Southbound Average Approach Delay along Corridor  AM Non‐Peak Hours PM Non‐Peak Hours  7:15 am 8:00 am 8:15 am 5:15 pm 5:45 pm 6:30 pm  0: Existing Conditions 15.3 24.1 15.9 24.7 20.4 15.5  2A: Caltrans deploys adaptive at  its 11 intersections  12.9 20.4 13.9 18.1 15.6 12.5  15% average reduction in 2A 24% average reduction in 2A  2B: Caltrans deploys adaptive at  4 intersections  14.9 22.2 15.0 21.7 19.0 15.1  6% average reduction in 2B 8% average reduction in 2B  2C: Caltrans deploys adaptive at  17 intersections   10.9 17.6 11.6 15.9 14.0 11.5  28% average reduction in 2C 32% average reduction in 2C  2C Minus: Caltrans deploys  adaptive at its 11 intersections  plus 2 additional  12.5 19.2 13.1 18.0 15.5 12.1  19% average reduction in 2C Minus 25% average reduction in 2C Minus  3A: LADOT expands its ATCS to  17 intersections  Similar to 2C*  3B: LADOT expands its ATCS to  10 intersections (adding 4  signals)  14.3 22.2 15.0 21.7 18.9 15.0  7% average reduction in 3B 8% average reduction in 3B  * From a traffic analysis standpoint, signal timing/coordination would be similar to Scenario 2C    As shown, each adaptive control‐related scenario resulted in an average delay savings during the non‐ peak hours (where traffic volumes are lighter). This reduction displays the benefits of adaptive control  where cycle lengths adjust to (i.e., “adapt” to) the traffic demand. Another benefit of adaptive control,  which is not captured in this traffic analysis, would occur during unforeseen/non‐recurring congestion  conditions (such as a weather incident or freeway closure).    Lastly, as part of the traffic analysis, a SimTraffic simulation was prepared to evaluate the corridor on a  systemwide level (using the SimTraffic platform in Synchro, version 11). The purpose of the SimTraffic  analysis was to determine the relative difference in corridor travel time from one scenario to another.  This method presents a high‐level assessment of the scenarios as opposed to detailed intersection  congestion review. A total of 10 simulation runs were performed for each scenario, during each time  period, with the average travel times for the corridor extracted. Table 10 summarizes the potential peak  hour travel time savings as a result of implementing each scenario, shown for the peak direction  (northbound).     E-27 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 28  Table 10: Travel‐Time Savings by Scenario  Scenario  Estimated % Travel‐Time  Savings Range  (compared to Existing)  Potential Savings in  Minutes (Peak Direction)  1A Existing Conditions with Minimum Build 20% 3:00 ‐ 3:30 min  1B Existing Conditions w/ Minimum Build plus other  measures (i.e., traffic responsive functionality) 20% 3:00 ‐ 3:30 min  2A Caltrans deploys adaptive at its 11 intersections 25‐30% 4:30 – 5:00 min  2B Caltrans deploys adaptive at 4 intersections 23‐27% 4:00 – 4:30 min  2C  Caltrans deploys adaptive at 17 intersections  (assuming responsibility of 8 current LADOT  signals)  30‐35% 5:00 ‐ 6:00 min  2C  Minus  Caltrans deploys adaptive at its 11 intersections  plus 2 additional (currently operated by LADOT) 25‐30% 4:30‐5:00 min  3A  LADOT expands ATCS to 17 intersections  (assuming responsibility of 12 current Caltrans  signals)  30‐35% 5:00 ‐ 6:00 min  3B  LADOT expands ATCS to 10 intersections  (assuming responsibility of 4 current Caltrans  signals)  25‐30% 4:30 ‐ 5:00 min    As shown, implementation of the various improvement scenarios has the potential to reduce the average  peak period travel time on the corridor from 3:00 to 6:00 minutes. Similar to the delay reduction  evaluation, the travel time reductions in Scenario 2C (and 3A) are anticipated to be the highest.     Note that the SimTraffic platform has limitations in the ability to simulate actual driver behaviors. This can  result in a “ripple effect” of exaggerated delays and travel times across a corridor stemming from one or  two congested intersections. The reductions presented in Table 9 are based on percentages applied to  the actual current travel times along the corridor (i.e., baseline conditions), as opposed to using the  SimTraffic simulation travel times as a baseline. As mentioned, these current travel times were measured  by a 3rd party data collection firm in December 2022 (on typical weekdays). Current travel times along the  corridor range from 13 to 19 minutes.    8.0 OTHER CONSIDERATIONS  In addition to the corridor‐level signal operations improvements described in the previous sections, other  potential improvements/recommendations were reviewed. These include standalone/isolated lane  configuration or phasing improvements, access management analysis, safety improvements, and a  discussion of transit signal priority.  E-28 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 29  8.1 Lane Configurations/Phasing  The following are potential recommendations to improve traffic flow along the corridor:     Western Avenue/Westmont Drive – Add a northbound right‐turn lane by re‐striping the approach.  The northbound approach currently operates at LOS F in both the a.m. and p.m. peak hour, due  in part to the current shared through/right‐turn lane. The northbound right‐turn movement  consists of 134 vehicles in the a.m. peak hour and 169 vehicles in the p.m. peak hour. Note that  this improvement is already part of the ongoing Caltrans ADA/Bike Lane Project.   Western Avenue/Crestwood Drive – Modify the traffic signal phasing from split phasing in the  east‐west direction to protected phasing, allowing the two directions to operate at the same time.  The westbound approach lane striping could accommodate this modification, as the westbound  consists of a dedicated left‐turn lane. The eastbound approach can be re‐striped to consist of one  left‐turn and one shared through/right‐turn lane, which would require realigning the roadway  centerline to the north by approximately two feet. A high‐level conceptual plan of the proposed  improvement is provided in Appendix F. Some considerations as part of this recommendation:  o This phasing modification is forecast to result in a reduction in average vehicle delay of  12 seconds in both the a.m. and p.m. peak hours.  o Based on a truck‐turning template evaluation, concurrent left‐turn movements  (eastbound and westbound) would not be feasible. Thus, as part of this recommendation,  the eastbound approach lane striping would be modified to include dedicated left‐turn  and through lane striping, which would require realignment of the centerline. The  westbound approach striping would require upgrades/delineation as well.     8.2 Access Management  Regardless of which scenario is ultimately pursued, access control/management is considered an  independent but critical element for review. The exclusive turn lane movements at the study intersections  were evaluated to determine if adequate storage is currently provided. Table 11 summarizes the current  95th percentile queue lengths (using the HCM methodology) during the a.m. and p.m. peak hours. The  calculated 95th percentile queue lengths are rounded up to the nearest ten feet. Queue output sheets are  provided in Appendix B.    Table 11: Queue Analysis Summary  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  1. Western Ave/Pacific Coast Highway  Northbound Left‐turn 175* 410 180  Southbound Left‐turn 150* 90 90  Eastbound Left‐turn 175 200 240  Westbound Left‐turn 175 160 160  E-29 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 30  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  2. Western Ave/Anaheim St  Southbound Left‐turn 200* 100 190  Westbound Left‐turn 225 310 160  3. Western Ave/262nd St  Northbound Left‐turn 200 170 60  Southbound Left‐turn 225 20 20  4. Western Ave/263rd St  Northbound Left‐turn 100 10 10  Southbound Left‐turn 200 10 10  5. Western Ave/Palos Verdes Dr North  Northbound Left‐turn 225* 290 230  Northbound Right‐turn 200 130 100  Southbound Left‐turn 175 120 80  Southbound Right‐turn 125 0 0  Eastbound Left‐turn 200 160 190  Eastbound Right‐turn 350 170 440  Westbound Left‐turn 275* 270 180  6. Western Ave/Peninsula Verde Dr  Northbound Left‐turn 175 10 10  Eastbound Left‐turn 75 40 20  7. Western Ave/Horizon Wy  Northbound Left‐turn 350 60 40  Southbound Left‐turn 275 60 60  8. Western Ave/Avenida Aprenda  Northbound Left‐turn 125 60 180  Southbound Left‐turn 250 10 30  9. Western Ave/Westmont Dr‐Delasonde Dr  Northbound Left‐turn 150 120 80  Southbound Left‐turn 175 170 260  Eastbound Left‐turn 75 150 60  Westbound Left‐turn 150 220 200  Westbound Right‐turn 130 70 0  10. Western Ave/Toscanini Dr  Northbound Left‐turn 125 130 70  Southbound Left‐turn 250 40 70  11. Western Ave/Caddington Dr  E-30 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 31  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  Northbound Left‐turn 150 40 110  Southbound Left‐turn 100 30 30  12. Western Ave/Capitol Dr  Northbound Left‐turn 125 10 20  Northbound Right‐turn 175 30 10  Southbound Left‐turn 225 160 170  Westbound Left‐turn 200 250 180  13. Western Ave/Park Western Dr  Northbound Left‐turn 125 20 40  Southbound Left‐turn 225 200 250  14. Western Ave/Crestwood St  Northbound Left‐turn 100 70 60  Southbound Left‐turn 225 40 50  15. Western Ave/Summerland Ave  Northbound Left‐turn 125 40 30  Northbound Right‐turn 100 0 0  Southbound Left‐turn 225 120 170  Westbound Left‐turn 150 150 140  Westbound Right‐turn 250 110 90  16. Western Ave/1st St  Northbound Left‐turn 150 20 30  Northbound Right‐turn 410 140 60  Southbound Left‐turn 150 130 180  Eastbound Left‐turn 100 90 60  Westbound Left‐turn 175 540 260  Westbound Right‐turn 125 90 60  17. Western Ave/Weymouth Ave  Northbound Left‐turn 150 20 30  Southbound Left‐turn 250 200 460  Westbound Right‐turn 170* 180 190  18. Western Ave/Bynner Dr  Northbound Left‐turn 150 10 10  Southbound Left‐turn 100 30 40  19. Western Ave/9th St  Northbound Left‐turn 150 230 140  Southbound Left‐turn 150 90 110  E-31 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 32  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  Eastbound Left‐turn 100 30 50  Westbound Left‐turn 250 130 190  Westbound Right‐turn 200 0 20  20. Western Ave/19th St  Northbound Left‐turn 150 20 30  Southbound Left‐turn 250 120 160  Eastbound Left‐turn 75 130 120  Westbound Left‐turn 150 210 120  Westbound Right‐turn 250 150 110  21. Western Ave/25th St  Northbound Left‐turn 250 30 40  Southbound Left‐turn 175 250 260  Southbound Right‐turn 125 390 40  Eastbound Left‐turn 275* 200 290  Westbound Left‐turn 175 120 110  Westbound Right‐turn 225 50 50  * Dual turn lanes  Bold = 95th percentile queue lengths at the exclusive turning movements currently exceed the  available storage lengths.    As shown in Table 11, turn‐pocket queues currently exceed the available storage at multiple locations  along Western Avenue (i.e., northbound and southbound approaches). These locations, noting the  feasibility of potentially extending the length of the turn pocket(s), are as follows:     Western Avenue/Pacific Coast Highway – Northbound left‐turn lane in the a.m. peak hour. The  close proximity of 258th Place to the south limits the feasibility of extending this turn pocket.   Western Avenue/Palos Verdes Drive North – Northbound left‐turn lane in both peak hours. The  close proximity of the Harbor Hills Apartments driveway to the south limits the feasibility of  extending this turn pocket.   Western Avenue/Avenida Aprenda – Northbound left‐turn lane in the p.m. peak hour. This pocket  could potentially be extended approximately 80 to 100 feet without affecting the southbound  left‐turn pocket to Fitness Drive (would require median re‐construction though).   Western Avenue/Westmont Drive‐Delasonde Drive – Southbound left‐turn lane in the p.m. peak  hour. This pocket could potentially be extended approximately 100 feet without affecting the  Garden Village driveway to the north (would require median re‐construction though).   Western Avenue/Toscanini Drive – Northbound left‐turn lane in the a.m. peak hour. This pocket  could potentially be extended approximately 100 feet without affecting the Palos Verdes Plaza  E-32 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 33  driveway to the south (would require median re‐construction though).   Western Avenue/Park Western Drive – Southbound left‐turn lane in the p.m. peak hour. This  pocket could potentially be extended approximately 100 feet without affecting the northbound  left‐turn pocket to Trudie Drive (would require median re‐construction though).   Western Avenue/1st Street – Southbound left‐turn lane in the p.m. peak hour. This pocket could  potentially be extended approximately 100 feet without affecting the northbound left‐turn  pocket to Santa Cruz Street (would require median re‐construction though).   Western Avenue/Weymouth Avenue – Southbound left‐turn lane in the p.m. peak hour. The close  proximity of the northbound left‐turn pocket to 1st Street (on the north) limits the feasibility of  extending this turn pocket.   Western Avenue/9th Street – Northbound left‐turn lane in both peak hours. The pocket could  potentially be extended for as long a distance as needed to satisfy the queue (would require  median re‐construction though), as the nearest affected street or driveway is more than a half  mile to the south (Dodson Avenue).   Western Avenue/25th Street – Southbound left‐turn lane in both peak hours and southbound  right‐turn lane in the a.m. peak hour. There is a painted median/two‐way left‐turn lane within this  section of Western Avenue, thus some southbound left‐turn demand can queue up within the  median. An extension of this turn pocket is not recommended. Similarly, southbound right‐turn  demand can queue up along the curb.    As mentioned, traffic counts at large commercial center driveways were collected and incorporated into  the traffic analysis. This data is used to evaluate whether any modifications to driveway access would  serve the objectives of the project (i.e., improvement of traffic flow along Western Avenue). Thus, in  addition to reviewing queue lengths at the signalized intersections, queue lengths at the major  commercial center median opening turning movements were reviewed. Table 12 summarizes the peak  hour queue lengths at the median openings.    Table 12: Median Openings Queue Analysis Summary  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  Rolling Hills View Ctr  Southbound Left‐turn 80 10 10  Garden Village Shopping Ctr  Southbound Left‐turn 200 20 20  Westmont Plaza Shopping Ctr  Southbound Left‐turn 105 10 10  Palos Verdes Plaza  Northbound Left‐turn 105 10 10  Terraces at South Bay /Harbour Cove  Northbound Left‐turn 110 40 100  Southbound Left‐turn 140 10 10  E-33 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 34  Intersection Movement  Available  Storage  Length (ft)  95th Percentile Queue Length (ft)  AM Peak Hour PM Peak Hour  Park Plaza  Southbound Left‐turn 80 10 10  Starbucks/Bagels Galore Ctr  Southbound Left‐turn 100 10 10  America's Best Value Inn  Northbound Left‐turn 110 10 10  Dodson Ave/Western Ave  Southbound Left‐turn 60 10 10    As shown, none of the 95th percentile peak hour queue lengths exceed the available storage capacity of  the turn pockets. The queue from the northbound left‐turn into the Terraces at South Bay is the location  that is closest to exceeding the storage capacity (during the p.m. peak hour). Thus, the queuing at the  major commercial center driveways does not inhibit traffic flow along Western Avenue based on the  traffic counts collected.    8.3 Safety Recommendations  This section describes potential safety measures that could be incorporated independent of a selected  scenario and would not inhibit traffic flow along Western Avenue. Thus, the measures are focused on  signage, striping, or turning restrictions along side/cross streets rather than along Western Avenue:      At the Terraces at South Bay driveway, located 450 feet north of Capitol Drive, a standard “No  Left‐turn ” sign (MUTCD R3‐2)  could be installed in order to emphasize to a driver that a left‐turn  should not attempted. The current signage, which appears to be within the private property, is  non‐standard. This measure would have little to no effect on current traffic flow on Western  Avenue as the traffic count collected at this location did not show any left‐turn demand (only  right‐turn movements occurred during the count period).     Similarly, at the Park Plaza shopping center driveway, located 360 feet north of Crestwood Drive,  the median opening allows left‐turn access out of the shopping center. A “No Left‐turn ” sign  (MUTCD R3‐2) could potentially be installed in order to reduce the likelihood of broadside  collisions involving through‐moving vehicles along Western Avenue as well as inbound left‐turning  vehicles. At this driveway, three (3) outbound left‐turning vehicles were counted during two‐hour  a.m. period and six (6) outbound left‐turning vehicles were counted during the two‐hour p.m.  period.     At the Western Avenue/Summerland Avenue intersection, the west leg has the appearance of a  private driveway or alley providing access to a small strip retail center on one side and the  Eastview Townhouse residential building car ports on the other side, given the lack of lane  E-34 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 35  striping. However, this leg is a public roadway (continuation of Summerland Avenue) that provides  access to/from a residential neighborhood on the west. At the intersection approach, it is  recommended that lane striping be added to allow for approaching vehicles to line up properly,  especially given the skew of the roadway around the edge of the strip retail center. In addition, a  red curb parking restriction should be considered along the south side of Summerland Avenue,  along the curb of the retail center. A parked vehicle in this location could present an obstruction  of the roadway given the limited width.    8.4 Transit Signal Priority Assessment  This section provides a discussion of the potential suitability of Transit Signal Priority (TSP) along Western  Avenue. TSP is the method by which traffic signal timing is adjusted to reduce the amount of time a transit  vehicle spends waiting at a red light. TSP works by making minor modifications to the traffic signal cycle  or phasing when transit vehicles, such as buses, are approaching. The process can result in either extended  green times so an approaching transit vehicle can get through the intersection without stopping or  reduced red times to allow a stopped vehicle to start moving again. The intent of deploying a TSP system  is to provide faster and more reliable transit service.     As mentioned, transit service along Western Avenue includes bus lines operated by LA Metro, LADOT, and  Palos Verdes Transit. None of the lines are designated as “Rapid” lines along Western Avenue. Rapid bus  lines are a higher quality bus service compared to local service, and may include several key attributes  such as dedicated bus lanes, branded vehicles and stations, high frequency, and/or limited stops (i.e., only  at every one mile or major cross street). Of the lines, the shortest headway is 25 to 30 minutes (LA Metro  Local 205). Deployment of TSP is generally more suited to corridors with higher frequency service. High  frequency transit is defined as bus lines with headways of 15 minutes or less throughout the day.     In addition to bus frequency, the locations of bus stops with respect to the nearest signalized intersection  are a consideration when deploying TSP. Along Western Avenue, bus stops are provided adjacent to  several signalized intersections as follows:     Anaheim Street – Northbound far‐side, Southbound near‐side   Palos Verdes Drive North – Northbound and Southbound far‐side   Peninsula Verde Drive – Northbound and Southbound far‐side   Horizon Way‐Green Hills Drive – Northbound and Southbound near‐side   Avenida Aprenda – Northbound and Southbound near‐side   Westmont Drive – Northbound and Southbound near‐side   Toscanini Drive – Northbound and Southbound near‐side   Caddington Drive – Northbound and Southbound near‐side   Capitol Drive – Northbound and Southbound near‐side   Park Western Drive – Northbound and Southbound near‐side   Crestwood Street – Northbound and Southbound near‐side   Summerland Avenue – Northbound and Southbound far‐side   19th Street – Northbound near‐side  E-35 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 36   25th Street – Northbound far‐side    As shown, the majority of bus stops are near‐side stops. Typically, the presence of near‐side stops makes  achieving TSP benefits more difficult because bus dwell times at a stop can be highly variable. Thus, the  addition of TSP along this corridor would require relocating bus stops to far‐side locations in some cases,  where feasible. Ultimately, this section of Western Avenue is not included within Los Angeles Metro’s list  of priority corridors for future TSP implementation. Thus, further review would be required in order to  determine whether transit buses along Western Avenue are running behind schedule, resulting in a need  for TSP deployment.    9.0 SCENARIO SUMMARY AND PRIORITIZATION  This final section presents a summary of the performance of each scenario, when considering traffic  operations as well as other factors. Table 13 presents the summary matrix which was developed in  coordination with the City of Rancho Palos Verdes, Caltrans, and LADOT. The matrix includes benefits,  disadvantages, and considerations for each scenario. E-36 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 37  Table 13: Scenario Evaluation Matrix  Scenario Traffic Operations Compatibility Cost (order of  magnitude)  Simplicity of  Interagency  Coordination  Considerations  0  Existing Conditions  (current signal  timing)  Congestion primarily occurs  within the section between  Weymouth Place and Capitol  Drive (intersections 12 through  17). Within this section,  average speeds were generally  10 to 15 miles per hour.   ‐ None None    1a  Existing Conditions  with Min Build   (improve upon  current signal  timing & grouping)  Arterial performance benefit of  20% travel time reduction  corridor‐wide, when compared  to existing  No compatibility  issues, current signal  technology  maintained  Low.  Cost to develop  revised/refined TOD  plans along Caltrans  intersections.  No effect on  institutional or  infrastructure plans  In order to be successful,  continuous monitoring from  both agencies would be  required (may be difficult  from a practical perspective).  1b  Existing Conditions  with Min Build   (improve upon  current signal  timing & grouping  with added  recommendations)  Similar operational results as  Scenario 2a  May require system  detectors,  communication to a  central system (traffic  responsive  functionality?)  Similar cost to Scenario  2a (if traffic responsive  is implemented), though  system detectors would  not be required at every  intersection.  No effect on  institutional or  infrastructure plans     2a  Caltrans deploys its  TSMSS at its 11  signalized  intersections  Arterial performance benefit of  25‐30% travel‐time reduction  corridor‐wide, when compared  to existing  Statewide standard  technology, assume  no flexibility in  diverting from that  technology, thus no  issues with  compatibility. Similar  to Scenario 1b, but  requires Adaptive  functionality  Medium costs given that  the technology is in  place already, system  detectors required at  every intersection.  Little to no effect  on current  interagency  agreements  The adaptive signal module  for TSMSS is a separate  module that needs to be  purchased by D7.  D7 does  not currently have a license  for this module.  E-37 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 38  Scenario Traffic Operations Compatibility Cost (order of  magnitude)  Simplicity of  Interagency  Coordination  Considerations  2a  Plus  Similar to Scenario  2a, with additional  data sharing  measures  Similar to Scenario 2a  Requires the ability for  Caltrans TSMSS  system to share data  (such as cycle lengths  and offsets) with the  adjacent LADOT  adaptive system  Additional costs as  compared to Scenario  2a  Little to no effect  on current  interagency  agreements  Ability for data sharing would  need to be explored.  2b  Caltrans deploys its  TSMSS at a reduced  number of  intersections  (compared to 2a)  Similar, but slightly less  performance benefit as  Scenario 2a  No compatibility  issues  Similar to 2a (Medium),  same technology but  lower scope of work in  term of detection  upgrades/improvements  Little to no effect  on current  interagency  agreements  The adaptive signal module  for TSMSS is a separate  module that needs to be  purchased by D7.  D7 does  not currently have a license  for this module.  2c  Caltrans assuming  responsibility at 17  intersections  (deploying TSMSS  at all)  Arterial performance benefit of  30‐35% travel time reduction  corridor‐wide, when compared  to existing, highest benefit  amongst all scenarios  Communications  infrastructure  upgrade/modifications  between Summerland  Ave & 1st St.    Controller  upgrades/replacement  required  High cost (transfer of 8  signalized intersections  to Caltrans operational  responsibility), includes  administrative costs.  Would require  new/modified  interagency  agreements  Due to lack of internal  resources needed to operate  the additional signals, this  scenario is not considered  viable.  2c  Minus  Caltrans deploys  adaptive at its 11  intersections plus  assumes  responsibility at 2  additional  intersections  Arterial performance benefit of  25‐30% travel‐time reduction  corridor‐wide, when compared  to existing  Communications  infrastructure  upgrade/modifications  between Summerland  Ave & 1st St.    Controller  upgrades/replacement  required  Medium cost  Would require  limited  modifications to  interagency  agreements  This scenario is supported by  all stakeholder agencies  E-38 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 39  Scenario Traffic Operations Compatibility Cost (order of  magnitude)  Simplicity of  Interagency  Coordination  Considerations  3a  LADOT expands its  ATCS to run at 17  intersections (ie,  adding the 11  Caltrans  intersections)  Similar operational results as  Scenario 2c (where one agency  runs the entire corridor),  highest benefit amongst all  scenarios  Communications  infrastructure  upgrade/modifications  between Anaheim St  & 262nd St and  Summerland Ave & 1st  St  Highest cost of all  scenarios (largest  transfer of intersection  operational  responsibilities)  Would require  new/modified  interagency  agreements,  highest complexity  LADOT has stated that a  nexus (leg into the  intersection) is needed in  order to transfer  responsibility), thus this  scenario is not considered  viable.  3b  LADOT expands its  ATCS to run at a  reduced number of  intersections  (compared to 3a),  based on  congestion data  identifying  hotspots  Improved performance benefit  over Scenario 2B (ie, the nearly  equivalent scenario under #2),  primarily in southern section of  corridor  Communications  infrastructure  upgrade/modifications  between Summerland  Ave & 1st St  Medium cost  Would require  new/modified  interagency  agreements  LADOT has stated that a  nexus (leg into the  intersection) is needed in  order to transfer  responsibility).  Note: Cost is a factor at this prioritization stage, but would be considered more during Scoping Document.    E-39 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 40    Considering the summary matrix that notes the performance of each scenario, a scoring process was  undertaken to rank the scenarios in terms of project objectives being met. Four performance categories  were defined, with a weight for each category, and scored. The weights were developed in coordination  with the Focus Group. The four categories using for scoring are:     Recurring Traffic Operations – This category scores the project's ability to improve typical  day/peak hour traffic flow along Western Avenue.   Non‐recurring Traffic Operations – This category scores the project's ability to improve congestion  on Western Avenue that may occur from non‐typical factors such as road/lane closures, an  incident on the 110 freeway, or inclement weather.   Technical Compatibility – This category scores the project's ability to result in compatible  hardware and software infrastructure along the corridor's traffic signals.   Simplicity of Interagency Coordination – This category scores the project's ability to result in  simple/feasible interagency agreement conditions.    Based on collaboration between Focus Group members, scores for each scenario for each category were  assigned, and then each category score was multiplied by the category weight. Table 14 shows the scoring  matrix. As shown, three scenarios tied for the highest score, which are Scenario 2C, Scenario 2C Minus,  and Scenario 3A.      E-40 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 41  Table 14: Prioritization Scoring Matrix  Scenario  Category  TOTAL  Weighted  Score  Recurring Traffic  Operations  Non‐recurring Traffic  Operations  Technical  Compatibility  Simplicity of  Interagency  Coordination  Category Weight (1 to 4) 4 4 2 2    Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  0 Existing Conditions (current signal timing) 1 4 1 4 5 10 5 10 28  1a Existing Conditions with Min Build   (improve upon current signal timing & grouping) 2 8 1 4 5 10 5 10 32  1b  Existing Conditions with Min Build   (improve upon current signal timing & grouping with  added recommendations)  2 8 1 4 4 8 5 10 30  2a Caltrans deploys its ASCT (TSMSS) at its 11 signalized  intersections 3 12 4 16 3 6 4 8 42  2a Plus  Same operational responsibilities as Scenario 2a, but with  upgraded communications between Caltrans & LADOT  adaptive‐controlled signals (#15 & 16)  3 12 4 16 2 4 3 6 38  2b  Caltrans deploys its ASCT (TSMSS) at a reduced number  of intersections, based on congestion data identifying  hotspots  3 12 3 12 4 8 4 8 40  2c Caltrans assuming responsibility at all 17 intersections  (deploying TSMSS at all 17) 5 20 5 20 1 2 1 2 44  E-41 Western Ave Traffic Flow Improvements Traffic Study Draft Report    Iteris, Inc.  | 42  Scenario  Category  TOTAL  Weighted  Score  Recurring Traffic  Operations  Non‐recurring Traffic  Operations  Technical  Compatibility  Simplicity of  Interagency  Coordination  Category Weight (1 to 4) 4 4 2 2    Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  Score   (1 to 5)  Weighted  Score  2c Minus  Caltrans deploys ASCT at 13 intersections (instead of 17),  thus assuming responsibility of 2 signals currently  operated by LADOT (#16 and 17)  4 16 4 16 3 6 3 6 44  3a LADOT expands its ATCS to run at all 17 intersections  (i.e., adding the 11 Caltrans intersections) 5 20 5 20 1 2 1 2 44  3b  LADOT expands its ATCS to run at a reduced number of  intersections, based on congestion data identifying  hotspots  4 16 4 16 2 4 2 4 40        E-42 Innovating Through Informatics™    Western Avenue Traffic Flow Improvements  Traffic Study  Technical Appendix                                       Submitted to:    J# 12078 | Prepared by Iteris, Inc.   E-43 Western Ave Traffic Flow Improvements Traffic Study Iteris, Inc.    APPENDIX A – TRAFFIC COUNT DATA  E-44 Western Ave Traffic Flow Improvements Traffic Study Iteris, Inc.    Intersection Counts  E-45 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & PCH 3-07-2023 6-9AM Site Code: Start Date: 03/07/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 6:00 AM 8 16 8 0 1 32 16 168 15 0 4 199 5 50 34 0 1 89 14 140 11 0 3 165 485 6:15 AM 14 38 9 0 1 61 12 203 11 0 4 226 6 66 57 0 4 129 13 159 2 0 0 174 590 6:30 AM 21 44 19 0 5 84 8 315 16 0 4 339 9 85 76 0 3 170 11 174 10 0 5 195 788 6:45 AM 17 56 16 0 0 89 15 298 25 0 3 338 9 117 94 0 5 220 36 189 15 0 3 240 887 Hourly Total 60 154 52 0 7 266 51 984 67 0 15 1102 29 318 261 0 13 608 74 662 38 0 11 774 2750 7:00 AM 15 59 15 0 1 89 17 314 20 0 7 351 13 115 82 0 4 210 34 214 12 1 3 261 911 7:15 AM 20 83 24 0 1 127 15 389 28 0 3 432 12 130 109 0 3 251 28 246 17 0 2 291 1101 7:30 AM 32 102 33 0 5 167 24 401 25 0 16 450 13 178 132 0 8 323 49 248 21 0 8 318 1258 7:45 AM 33 148 37 0 9 218 23 395 15 0 6 433 15 223 138 0 4 376 60 271 32 0 4 363 1390 Hourly Total 100 392 109 0 16 601 79 1499 88 0 32 1666 53 646 461 0 19 1160 171 979 82 1 17 1233 4660 8:00 AM 26 107 35 0 2 168 20 335 29 0 9 384 14 238 134 0 6 386 46 278 37 0 3 361 1299 8:15 AM 27 105 32 0 1 164 26 323 32 0 9 381 11 236 115 0 5 362 47 271 32 0 1 350 1257 8:30 AM 34 108 32 0 3 174 36 318 19 0 13 373 16 201 115 0 2 332 48 248 11 0 1 307 1186 8:45 AM 25 116 25 0 1 166 23 296 27 0 1 346 16 176 101 0 4 293 50 260 27 0 1 337 1142 Hourly Total 112 436 124 0 7 672 105 1272 107 0 32 1484 57 851 465 0 17 1373 191 1057 107 0 6 1355 4884 9:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 1 1 0 0 0 2 6 Grand Total 272 982 285 0 30 1539 235 3759 262 0 79 4256 139 1815 1187 0 49 3141 437 2699 227 1 34 3364 12300 Approach % 17.7 63.8 18.5 0.0 -- 5.5 88.3 6.2 0.0 -- 4.4 57.8 37.8 0.0 -- 13.0 80.2 6.7 0.0 -- - Total % 2.2 8.0 2.3 0.0 -12.5 1.9 30.6 2.1 0.0 -34.6 1.1 14.8 9.7 0.0 -25.5 3.6 21.9 1.8 0.0 -27.3 - Lights 258 966 266 0 -1490 222 3600 244 0 -4066 127 1798 1178 0 -3103 429 2619 224 1 -3273 11932 % Lights 94.9 98.4 93.3 --96.8 94.5 95.8 93.1 --95.5 91.4 99.1 99.2 --98.8 98.2 97.0 98.7 100.0 -97.3 97.0 Buses 2 4 14 0 -20 8 29 10 0 -47 8 4 4 0 -16 1 28 2 0 -31 114 % Buses 0.7 0.4 4.9 --1.3 3.4 0.8 3.8 --1.1 5.8 0.2 0.3 --0.5 0.2 1.0 0.9 0.0 -0.9 0.9 Single-Unit Trucks 6 10 4 0 -20 3 97 3 0 -103 1 9 4 0 -14 3 36 1 0 -40 177 % Single-Unit Trucks 2.2 1.0 1.4 --1.3 1.3 2.6 1.1 --2.4 0.7 0.5 0.3 --0.4 0.7 1.3 0.4 0.0 -1.2 1.4 Articulated Trucks 6 2 1 0 -9 2 32 5 0 -39 2 4 1 0 -7 4 16 0 0 -20 75 % Articulated Trucks 2.2 0.2 0.4 --0.6 0.9 0.9 1.9 --0.9 1.4 0.2 0.1 --0.2 0.9 0.6 0.0 0.0 -0.6 0.6 Bicycles on Road 0 0 0 0 -0 0 1 0 0 -1 1 0 0 0 -1 0 0 0 0 -0 2 % Bicycles on Road 0.0 0.0 0.0 --0.0 0.0 0.0 0.0 --0.0 0.7 0.0 0.0 --0.0 0.0 0.0 0.0 0.0 -0.0 0.0 Bicycles on Crosswalk - - - -3 - - - - -5 - - - - -0 - - - - -1 - - % Bicycles on Crosswalk - - - -10.0 - - - - -6.3 - - - - -0.0 - - - - -2.9 - - Pedestrians - - - -27 - - - - -74 - - - - -49 - - - - -33 - - % Pedestrians - - - -90.0 - - - - -93.7 - - - - -100.0 - - - - -97.1 - - E-46 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & PCH 3-08-2023 6-9AM Site Code: Start Date: 03/08/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 6:00 AM 8 25 11 0 1 44 15 150 19 0 3 184 7 53 32 0 2 92 23 130 12 0 2 165 485 6:15 AM 14 43 13 0 3 70 12 227 12 0 5 251 9 64 55 0 7 128 21 162 6 0 1 189 638 6:30 AM 18 48 14 0 1 80 10 214 21 0 6 245 3 99 87 0 3 189 14 166 10 0 1 190 704 6:45 AM 23 57 15 0 0 95 15 264 24 0 0 303 16 103 85 0 1 204 24 179 8 0 1 211 813 Hourly Total 63 173 53 0 5 289 52 855 76 0 14 983 35 319 259 0 13 613 82 637 36 0 5 755 2640 7:00 AM 14 60 20 0 2 94 18 335 29 0 8 382 9 79 78 0 3 166 27 202 18 0 1 247 889 7:15 AM 17 73 30 0 0 120 16 339 45 0 2 400 9 143 114 0 0 266 35 198 23 0 4 256 1042 7:30 AM 32 123 22 0 0 177 19 421 24 0 8 464 13 176 133 0 3 322 50 260 13 0 0 323 1286 7:45 AM 40 135 35 0 9 210 23 334 25 1 9 383 13 212 136 0 4 361 67 256 29 0 3 352 1306 Hourly Total 103 391 107 0 11 601 76 1429 123 1 27 1629 44 610 461 0 10 1115 179 916 83 0 8 1178 4523 8:00 AM 21 112 27 0 5 160 18 338 19 0 8 375 15 229 101 0 0 345 80 276 37 0 0 393 1273 8:15 AM 21 106 38 0 2 165 27 371 18 0 12 416 15 236 113 0 0 364 49 232 19 0 0 300 1245 8:30 AM 37 109 30 0 3 176 21 331 20 0 8 372 12 187 122 0 0 321 56 246 22 0 0 324 1193 8:45 AM 35 109 29 0 4 173 22 397 25 0 6 444 19 194 97 0 0 310 43 233 20 0 0 296 1223 Hourly Total 114 436 124 0 14 674 88 1437 82 0 34 1607 61 846 433 0 0 1340 228 987 98 0 0 1313 4934 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 Grand Total 280 1000 284 0 30 1564 216 3721 281 1 75 4219 140 1775 1155 0 23 3070 489 2540 217 0 13 3246 12099 Approach % 17.9 63.9 18.2 0.0 -- 5.1 88.2 6.7 0.0 -- 4.6 57.8 37.6 0.0 -- 15.1 78.3 6.7 0.0 -- - Total % 2.3 8.3 2.3 0.0 -12.9 1.8 30.8 2.3 0.0 -34.9 1.2 14.7 9.5 0.0 -25.4 4.0 21.0 1.8 0.0 -26.8 - Lights 269 978 271 0 -1518 204 3571 259 1 -4035 128 1761 1133 0 -3022 481 2483 213 0 -3177 11752 % Lights 96.1 97.8 95.4 --97.1 94.4 96.0 92.2 100.0 -95.6 91.4 99.2 98.1 --98.4 98.4 97.8 98.2 --97.9 97.1 Buses 0 4 12 0 -16 9 27 9 0 -45 8 2 3 0 -13 2 22 3 0 -27 101 % Buses 0.0 0.4 4.2 --1.0 4.2 0.7 3.2 0.0 -1.1 5.7 0.1 0.3 --0.4 0.4 0.9 1.4 --0.8 0.8 Single-Unit Trucks 8 15 1 0 -24 3 102 9 0 -114 3 9 16 0 -28 4 18 1 0 -23 189 % Single-Unit Trucks 2.9 1.5 0.4 --1.5 1.4 2.7 3.2 0.0 -2.7 2.1 0.5 1.4 --0.9 0.8 0.7 0.5 --0.7 1.6 Articulated Trucks 3 3 0 0 -6 0 21 4 0 -25 1 2 3 0 -6 2 16 0 0 -18 55 % Articulated Trucks 1.1 0.3 0.0 --0.4 0.0 0.6 1.4 0.0 -0.6 0.7 0.1 0.3 --0.2 0.4 0.6 0.0 --0.6 0.5 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 1 0 0 -1 0 1 0 0 -1 2 % Bicycles on Road 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 Bicycles on Crosswalk - - - -0 - - - - -1 - - - - -1 - - - - -0 - - % Bicycles on Crosswalk - - - -0.0 - - - - -1.3 - - - - -4.3 - - - - -0.0 - - Pedestrians - - - -30 - - - - -74 - - - - -22 - - - - -13 - - % Pedestrians - - - -100.0 - - - - -98.7 - - - - -95.7 - - - - -100.0 - - E-47 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & PCH 3-07-2023 2-7PM Site Code: Start Date: 03/07/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 2:00 PM 31 127 28 0 10 186 26 321 24 0 6 371 11 116 79 1 8 207 68 251 43 0 3 362 1126 2:15 PM 31 128 33 0 7 192 27 288 19 0 3 334 19 145 88 0 6 252 97 259 31 0 3 387 1165 2:30 PM 26 145 29 0 4 200 21 284 26 0 7 331 31 149 69 0 2 249 75 256 35 0 9 366 1146 2:45 PM 28 170 32 0 3 230 28 331 31 0 7 390 19 128 112 0 5 259 77 252 37 0 3 366 1245 Hourly Total 116 570 122 0 24 808 102 1224 100 0 23 1426 80 538 348 1 21 967 317 1018 146 0 18 1481 4682 3:00 PM 38 153 25 0 1 216 37 301 16 0 3 354 30 130 66 0 12 226 66 292 31 0 4 389 1185 3:15 PM 23 148 38 0 0 209 31 277 16 0 12 324 16 177 85 0 2 278 81 344 18 0 0 443 1254 3:30 PM 36 170 46 0 7 252 31 260 24 0 7 315 29 129 99 0 13 257 76 348 31 0 2 455 1279 3:45 PM 29 198 41 0 9 268 23 305 25 0 16 353 34 158 102 0 7 294 65 348 20 0 4 433 1348 Hourly Total 126 669 150 0 17 945 122 1143 81 0 38 1346 109 594 352 0 34 1055 288 1332 100 0 10 1720 5066 4:00 PM 43 181 31 0 8 255 34 257 18 0 6 309 25 116 72 0 7 213 98 337 26 0 3 461 1238 4:15 PM 42 181 38 0 5 261 28 297 20 0 5 345 26 157 67 0 4 250 97 368 30 0 5 495 1351 4:30 PM 32 151 46 0 2 229 30 259 23 0 8 312 25 148 91 0 7 264 106 349 43 0 2 498 1303 4:45 PM 32 184 26 0 3 242 36 311 29 0 7 376 23 142 106 0 3 271 85 345 30 0 2 460 1349 Hourly Total 149 697 141 0 18 987 128 1124 90 0 26 1342 99 563 336 0 21 998 386 1399 129 0 12 1914 5241 5:00 PM 33 112 31 0 5 176 42 323 29 0 10 394 19 136 77 0 5 232 92 324 46 0 4 462 1264 5:15 PM 24 174 36 0 3 234 32 317 12 0 2 361 24 166 85 0 2 275 97 321 30 0 1 448 1318 5:30 PM 24 186 48 0 0 258 31 273 26 0 3 330 26 148 75 0 2 249 84 318 28 0 2 430 1267 5:45 PM 35 196 42 0 4 273 21 297 18 0 5 336 29 155 77 0 4 261 88 319 29 0 1 436 1306 Hourly Total 116 668 157 0 12 941 126 1210 85 0 20 1421 98 605 314 0 13 1017 361 1282 133 0 8 1776 5155 6:00 PM 34 198 40 0 3 272 33 279 19 0 13 331 17 134 84 0 10 235 75 303 22 0 6 400 1238 6:15 PM 26 151 37 0 2 214 19 267 21 0 1 307 19 129 73 0 4 221 90 298 34 1 0 423 1165 6:30 PM 30 164 26 0 2 220 23 210 26 0 5 259 16 127 108 0 3 251 76 237 27 0 3 340 1070 6:45 PM 31 121 35 0 3 187 20 254 16 0 3 290 10 92 78 0 3 180 94 255 26 0 3 375 1032 Hourly Total 121 634 138 0 10 893 95 1010 82 0 22 1187 62 482 343 0 20 887 335 1093 109 1 12 1538 4505 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 Grand Total 628 3238 708 0 81 4574 573 5711 438 0 129 6722 448 2782 1695 1 109 4926 1687 6124 617 1 60 8429 24651 Approach % 13.7 70.8 15.5 0.0 -- 8.5 85.0 6.5 0.0 -- 9.1 56.5 34.4 0.0 -- 20.0 72.7 7.3 0.0 -- - Total % 2.5 13.1 2.9 0.0 -18.6 2.3 23.2 1.8 0.0 -27.3 1.8 11.3 6.9 0.0 -20.0 6.8 24.8 2.5 0.0 -34.2 - Lights 618 3216 677 0 -4511 548 5618 420 0 -6586 431 2762 1682 1 -4876 1668 5987 603 1 -8259 24232 % Lights 98.4 99.3 95.6 --98.6 95.6 98.4 95.9 --98.0 96.2 99.3 99.2 100.0 -99.0 98.9 97.8 97.7 100.0 -98.0 98.3 Buses 1 3 20 0 -24 20 40 12 0 -72 11 3 2 0 -16 3 33 4 0 -40 152 % Buses 0.2 0.1 2.8 --0.5 3.5 0.7 2.7 --1.1 2.5 0.1 0.1 0.0 -0.3 0.2 0.5 0.6 0.0 -0.5 0.6 Single-Unit Trucks 7 15 10 0 -32 4 34 5 0 -43 5 15 9 0 -29 15 89 6 0 -110 214 % Single-Unit Trucks 1.1 0.5 1.4 --0.7 0.7 0.6 1.1 --0.6 1.1 0.5 0.5 0.0 -0.6 0.9 1.5 1.0 0.0 -1.3 0.9 Articulated Trucks 1 3 1 0 -5 1 15 1 0 -17 1 2 2 0 -5 1 15 4 0 -20 47 % Articulated Trucks 0.2 0.1 0.1 --0.1 0.2 0.3 0.2 --0.3 0.2 0.1 0.1 0.0 -0.1 0.1 0.2 0.6 0.0 -0.2 0.2 E-48 Bicycles on Road 1 1 0 0 -2 0 4 0 0 -4 0 0 0 0 -0 0 0 0 0 -0 6 % Bicycles on Road 0.2 0.0 0.0 --0.0 0.0 0.1 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 Bicycles on Crosswalk - - - -1 - - - - -4 - - - - -1 - - - - -1 - - % Bicycles on Crosswalk - - - -1.2 - - - - -3.1 - - - - -0.9 - - - - -1.7 - - Pedestrians - - - -80 - - - - -125 - - - - -108 - - - - -59 - - % Pedestrians - - - -98.8 - - - - -96.9 - - - - -99.1 - - - - -98.3 - - E-49 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & PCH 3-08-2023 2-7PM Site Code: Start Date: 03/08/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 2:00 PM 25 131 40 0 3 196 27 225 21 0 6 273 18 139 100 0 4 257 72 259 30 0 7 361 1087 2:15 PM 38 140 38 0 0 216 23 277 14 0 3 314 25 151 94 0 3 270 92 250 29 0 8 371 1171 2:30 PM 32 137 18 0 8 187 27 248 19 0 8 294 17 157 93 0 7 267 83 269 36 0 4 388 1136 2:45 PM 32 131 41 0 4 204 50 308 24 0 2 382 20 139 105 0 5 264 89 290 43 0 1 422 1272 Hourly Total 127 539 137 0 15 803 127 1058 78 0 19 1263 80 586 392 0 19 1058 336 1068 138 0 20 1542 4666 3:00 PM 20 128 46 0 5 194 22 289 31 0 6 342 18 155 104 0 11 277 88 305 36 0 9 429 1242 3:15 PM 31 151 35 0 6 217 28 252 17 0 7 297 21 161 88 0 11 270 88 355 35 0 2 478 1262 3:30 PM 29 181 48 0 3 258 31 243 21 0 13 295 25 143 80 0 4 248 81 343 26 0 5 450 1251 3:45 PM 38 190 38 0 8 266 25 307 25 0 25 357 23 152 105 0 14 280 61 347 21 0 5 429 1332 Hourly Total 118 650 167 0 22 935 106 1091 94 0 51 1291 87 611 377 0 40 1075 318 1350 118 0 21 1786 5087 4:00 PM 33 154 44 0 4 231 24 230 18 0 7 272 25 138 88 0 7 251 94 333 26 0 5 453 1207 4:15 PM 35 217 34 0 4 286 22 266 26 0 4 314 11 151 95 0 5 257 82 305 35 0 5 422 1279 4:30 PM 35 158 49 0 7 242 35 299 26 0 15 360 20 146 73 0 3 239 85 370 30 0 4 485 1326 4:45 PM 31 189 40 0 13 260 26 291 31 0 7 348 18 141 99 0 5 258 67 353 25 0 8 445 1311 Hourly Total 134 718 167 0 28 1019 107 1086 101 0 33 1294 74 576 355 0 20 1005 328 1361 116 0 22 1805 5123 5:00 PM 38 173 30 0 2 241 19 269 23 0 3 311 26 163 66 0 7 255 93 353 30 0 3 476 1283 5:15 PM 39 213 43 0 5 295 34 280 20 0 7 334 13 166 82 0 5 261 86 309 38 0 6 433 1323 5:30 PM 29 196 33 0 3 258 27 293 24 0 4 344 17 154 86 0 6 257 113 335 33 0 5 481 1340 5:45 PM 28 163 37 0 1 228 29 329 21 0 5 379 22 129 94 0 4 245 109 298 42 0 2 449 1301 Hourly Total 134 745 143 0 11 1022 109 1171 88 0 19 1368 78 612 328 0 22 1018 401 1295 143 0 16 1839 5247 6:00 PM 28 154 34 0 8 216 30 298 22 0 2 350 11 134 68 0 3 213 97 344 34 0 2 475 1254 6:15 PM 34 165 40 0 8 239 29 277 20 0 5 326 21 123 78 0 3 222 98 345 26 0 0 469 1256 6:30 PM 42 167 32 0 4 241 18 262 22 0 3 302 24 124 85 0 1 233 83 266 34 0 4 383 1159 6:45 PM 22 124 23 0 4 169 34 266 15 0 3 315 22 98 75 0 2 195 93 227 36 0 2 356 1035 Hourly Total 126 610 129 0 24 865 111 1103 79 0 13 1293 78 479 306 0 9 863 371 1182 130 0 8 1683 4704 Grand Total 639 3262 743 0 100 4644 560 5509 440 0 135 6509 397 2864 1758 0 110 5019 1754 6256 645 0 87 8655 24827 Approach % 13.8 70.2 16.0 0.0 -- 8.6 84.6 6.8 0.0 -- 7.9 57.1 35.0 0.0 -- 20.3 72.3 7.5 0.0 -- - Total % 2.6 13.1 3.0 0.0 -18.7 2.3 22.2 1.8 0.0 -26.2 1.6 11.5 7.1 0.0 -20.2 7.1 25.2 2.6 0.0 -34.9 - Lights 632 3248 712 0 -4592 537 5414 419 0 -6370 375 2824 1741 0 -4940 1746 6068 635 0 -8449 24351 % Lights 98.9 99.6 95.8 --98.9 95.9 98.3 95.2 --97.9 94.5 98.6 99.0 --98.4 99.5 97.0 98.4 --97.6 98.1 Buses 2 2 20 0 -24 22 36 11 0 -69 11 3 4 0 -18 2 27 1 0 -30 141 % Buses 0.3 0.1 2.7 --0.5 3.9 0.7 2.5 --1.1 2.8 0.1 0.2 --0.4 0.1 0.4 0.2 --0.3 0.6 Single-Unit Trucks 5 10 8 0 -23 0 45 7 0 -52 10 32 9 0 -51 6 131 5 0 -142 268 % Single-Unit Trucks 0.8 0.3 1.1 --0.5 0.0 0.8 1.6 --0.8 2.5 1.1 0.5 --1.0 0.3 2.1 0.8 --1.6 1.1 Articulated Trucks 0 2 3 0 -5 1 13 3 0 -17 1 4 3 0 -8 0 29 1 0 -30 60 % Articulated Trucks 0.0 0.1 0.4 --0.1 0.2 0.2 0.7 --0.3 0.3 0.1 0.2 --0.2 0.0 0.5 0.2 --0.3 0.2 Bicycles on Road 0 0 0 0 -0 0 1 0 0 -1 0 1 1 0 -2 0 1 3 0 -4 7 E-50 % Bicycles on Road 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 0.5 --0.0 0.0 Bicycles on Crosswalk - - - -8 - - - - -4 - - - - -7 - - - - -6 - - % Bicycles on Crosswalk - - - -8.0 - - - - -3.0 - - - - -6.4 - - - - -6.9 - - Pedestrians - - - -92 - - - - -131 - - - - -103 - - - - -81 - - % Pedestrians - - - -92.0 - - - - -97.0 - - - - -93.6 - - - - -93.1 - - E-51 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Anaheim St/ 260th St City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 1200220000100.50.520 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 06440264300000044450190 6:15 AM 07660294000000032430199 6:30 AM 010690216500000062640273 6:45 AM 1123802962000000153780319 7:00 AM 01451204174100000155700363 7:15 AM 0146130321110000101671030429 7:30 AM 02241005114100000034161170593 7:45 AM 02371206712801000038311390653 8:00 AM 02601406913100000019191550667 8:15 AM 02351306411400001019201160582 8:30 AM 0222805311030000020121240552 8:45 AM 0203100621183000102215870521 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 2041 119 0 544 1137 7100302111361141 0 5341 APPROACH %'s :0.05% 94.45% 5.51% 0.00% 32.21% 67.32% 0.41% 0.06% 0.00% 0.00% 100.00% 0.00% 14.18% 9.14% 76.68% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :09564902515140100101108652702495 PEAK HR FACTOR :0.000 0.919 0.875 0.000 0.909 0.911 0.000 0.250 0.000 0.000 0.250 0.000 0.724 0.694 0.850 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200220000100.50.520 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 018911076163800050143710540 2:15 PM 021712091175610060177990631 2:30 PM 016810092165600020172850547 2:45 PM 018620081181210010266810585 3:00 PM 019024081169410010180920580 3:15 PM 022417096170200020224800617 3:30 PM 0186150107157600000146900581 3:45 PM 0163210133156410010185890591 4:00 PM 1168160951684100201110620538 4:15 PM 0190250111187800020175710616 4:30 PM 0151210931861020040285790579 4:45 PM 01652001151961100020227800618 5:00 PM 0176160121195600010237930638 5:15 PM 01521201242156200401711720615 5:30 PM 01541301132001200020207860607 5:45 PM 0163170133214500030164680623 6:00 PM 015410087177510050143660522 6:15 PM 013710084184500030198700520 6:30 PM 013612065163700040124660469 6:45 PM 010912066162900080173661453 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 3378 314 0 1964 3583 126 10 0 0 58 0 362 107 1566 1 11470 APPROACH %'s :0.03% 91.47% 8.50% 0.00% 34.56% 63.05% 2.22% 0.18% 0.00% 0.00% 100.00% 0.00% 17.78% 5.26% 76.92% 0.05% PEAK HR :5:00 PM 293 0 0 TOTAL PEAK HR VOL :0 645 58 0 491 824 29 2 0 0 10 0 76 29 319 0 2483 PEAK HR FACTOR :0.000 0.916 0.853 0.000 0.923 0.958 0.604 0.250 0.000 0.000 0.625 0.000 0.826 0.659 0.858 0.000 Data - Totals Western Ave Western Ave Anaheim St/ 260th St Anaheim St/ 260th St 0.917 0.958 0.250 0.869 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-018 12/13/2022 05:00 PM - 06:00 PM 0.9730.915 0.956 0.625 0.862 07:30 AM - 08:30 AM 0.935 E-52 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Anaheim St/ 260th St City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 0200220000100.50.520 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 06440264300000044450190 6:15 AM 07660293900000032440199 6:30 AM 0107120246700000032670282 6:45 AM 0145702762000000101810333 7:00 AM 11121204379000000153830348 7:15 AM 0150150311132000401731030438 7:30 AM 02481305214800001029181290638 7:45 AM 02531307312900003035261220654 8:00 AM 02611506912900000020191550668 8:15 AM 02341306411800001019201190588 8:30 AM 0218805310930000019121230545 8:45 AM 0204110611183000102215880523 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 2072 129 0 552 1154 80001001961251159 0 5406 APPROACH %'s :0.05% 94.10% 5.86% 0.00% 32.21% 67.33% 0.47% 0.00% 0.00% 0.00% 100.00% 0.00% 13.24% 8.45% 78.31% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :09965402585240000501038352502548 PEAK HR FACTOR :0.000 0.954 0.900 0.000 0.884 0.885 0.000 0.000 0.000 0.000 0.417 0.000 0.736 0.798 0.847 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0200220000100.50.520 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 119319069179610020189751573 2:15 PM 01921408418340003095740568 2:30 PM 01871608417310300301311830583 2:45 PM 0177130892007000402512720599 3:00 PM 0176320108161500020226970609 3:15 PM 0196240107164600060223910619 3:30 PM 1207240107207600040164680644 3:45 PM 11851901131673000301611900608 4:00 PM 020215099207810040238780645 4:15 PM 018314083202810030218870610 4:30 PM 0 187 30 0 93 180 13 0 0 0 12 0 19 11 85 0 630 4:45 PM 1151901142138200302311750610 5:00 PM 0158140991919100402211950604 5:15 PM 0198240129196700030224910674 5:30 PM 11871401182061020060237940668 5:45 PM 01371301092101300050153720577 6:00 PM 0173190111226700070213730640 6:15 PM 0145120105210810050104690569 6:30 PM 014011083201900060136640533 6:45 PM 01508063162400040145510461 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :5 3524 344 0 1967 3838 151 12 0 0 89 0 367 142 1584 1 12024 APPROACH %'s :0.13% 90.99% 8.88% 0.00% 32.96% 64.31% 2.53% 0.20% 0.00% 0.00% 100.00% 0.00% 17.53% 6.78% 75.64% 0.05% PEAK HR :05:15 PM 294 0 0 TOTAL PEAK HR VOL :1 695 70 0 467 838 37 2 0 0 21 0 81 17 330 0 2559 PEAK HR FACTOR :0.250 0.878 0.729 0.000 0.905 0.927 0.712 0.250 0.000 0.000 0.750 0.000 0.880 0.607 0.878 0.000 Data - Totals Western Ave Western Ave Anaheim St/ 260th St Anaheim St/ 260th St 0.951 0.968 0.417 0.916 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-018 12/14/2022 05:15 PM - 06:15 PM 0.9490.863 0.977 0.750 0.863 07:30 AM - 08:30 AM 0.954 E-53 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 262nd St City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 264000440020301120119 6:15 AM 377100431020500140137 6:30 AM 1899001642080701020202 6:45 AM 19122001820052402110239 7:00 AM 16148000841091801220272 7:15 AM 23140001137111111600310335 7:30 AM 4423200116152212201330477 7:45 AM 59234103167711153204530532 8:00 AM 76266002142921732402460553 8:15 AM 612160031233063603430431 8:30 AM 4323100112852601201110431 8:45 AM 4119401312931521101320396 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :405 2023 2 1 16 1304 37 9 84 18 150 0 17 28 30 0 4124 APPROACH %'s :16.66% 83.22% 0.08% 0.04% 1.17% 95.46% 2.71% 0.66% 33.33% 7.14% 59.52% 0.00% 22.67% 37.33% 40.00% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :240 948 1 0 9 593 24 5 36 12 84 0 10 16 15 0 1993 PEAK HR FACTOR :0.789 0.891 0.250 0.000 0.750 0.888 0.667 0.625 0.529 0.600 0.656 0.000 0.625 0.800 0.625 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 1718510417134531701320416 2:15 PM 2620900418544732002150470 2:30 PM 1417210217542553601140422 2:45 PM 25190101199741054001450492 3:00 PM 1320000118230362401330439 3:15 PM 2523710417682843003050503 3:30 PM 2717910317221834402140447 3:45 PM 27175006158421164101020433 4:00 PM 2016200017243634601020419 4:15 PM 24193202214111645301120514 4:30 PM 27174001208638114301230487 4:45 PM 1617410521481753802400475 5:00 PM 2218200221462875101120498 5:15 PM 25148104229711144801220483 5:30 PM 2316730121750475600230488 5:45 PM 1015630222442744300160462 6:00 PM 1615110118545754202370429 6:15 PM 1514420119791363202210415 6:30 PM 1214100317242452201010367 6:45 PM 1710920417033422900100344 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :401 3448 20 0 51 3834 96 43 142 98 755 0 24 32 59 0 9003 APPROACH %'s :10.36% 89.12% 0.52% 0.00% 1.27% 95.28% 2.39% 1.07% 14.27% 9.85% 75.88% 0.00% 20.87% 27.83% 51.30% 0.00% PEAK HR :4:15 PM 290 0 0 TOTAL PEAK HR VOL :8972330108502173927185058701974 PEAK HR FACTOR :0.824 0.937 0.375 0.000 0.500 0.993 0.656 0.583 0.609 0.614 0.873 0.000 0.625 0.500 0.583 0.000 22-020398-017 12/13/2022 04:15 PM - 05:15 PM 0.9600.930 0.974 0.860 0.833 07:30 AM - 08:30 AM 0.901 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.869 0.886 0.688 0.854 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 262nd St 262nd St E-54 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 262nd St City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 12001200010000.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 471002330060701010125 6:15 AM 969000521130200130141 6:30 AM 15106000613061702130205 6:45 AM 13139000801021300220243 7:00 AM 161250019030111801210259 7:15 AM 2915200013320921701300348 7:30 AM 4725610317120732303820526 7:45 AM 6324310016273764103840548 8:00 AM 70255203122521481501060503 8:15 AM 491840021212062602220378 8:30 AM 3621901212283611002220414 8:45 AM 3215300113140711302010345 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :383 1972 4 1 14 1278 38 9 84 26 152 0 18 29 27 0 4035 APPROACH %'s :16.23% 83.56% 0.17% 0.04% 1.05% 95.44% 2.84% 0.67% 32.06% 9.92% 58.02% 0.00% 24.32% 39.19% 36.49% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :229 938 4 0 8 576 16 5 34 19 85 0 9 18 14 0 1955 PEAK HR FACTOR :0.818 0.916 0.500 0.000 0.667 0.842 0.571 0.417 0.607 0.594 0.518 0.000 0.750 0.563 0.583 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 12001200010000.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 29191003188511232901330468 2:15 PM 3519000419632663701340487 2:30 PM 25186003185611263700110463 2:45 PM 25186101198741054001450487 3:00 PM 2519700519335943601430485 3:15 PM 28201001185241053901220480 3:30 PM 2621512720944853500320521 3:45 PM 2719700317932353801000458 4:00 PM 2419910422315894201140522 4:15 PM 191830122121111173401210485 4:30 PM 28210103201651032802330503 4:45 PM 1915800223961434700100480 5:00 PM 24164102207521144402110468 5:15 PM 16192006215531185303230517 5:30 PM 2219020522513484601420513 5:45 PM 2314200722081363103220448 6:00 PM 1418720523793964502010520 6:15 PM 2115500222171233401010448 6:30 PM 1414220320265322901620417 6:45 PM 1413800417054542400320373 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :458 3623 11 3 72 4105 103 57 151 102 748 0 23 45 42 0 9543 APPROACH %'s :11.18% 88.47% 0.27% 0.07% 1.66% 94.65% 2.37% 1.31% 15.08% 10.19% 74.73% 0.00% 20.91% 40.91% 38.18% 0.00% PEAK HR :05:15 PM 294 0 0 TOTAL PEAK HR VOL :75711402389723102728175098801998 PEAK HR FACTOR :0.815 0.926 0.500 0.000 0.821 0.946 0.639 0.833 0.614 0.875 0.825 0.000 0.750 0.500 0.667 0.000 Data - Totals Western Ave Western Ave 262nd St 262nd St 0.895 0.859 0.639 0.683 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-017 12/14/2022 05:15 PM - 06:15 PM 0.9610.923 0.938 0.799 0.781 07:30 AM - 08:30 AM 0.892 E-55 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 263rd St City:Lomita Project ID: Control:2-Way Stop(EB/WB)Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 068002452032101010125 6:15 AM 375101461020000070136 6:30 AM 1109000730021400030193 6:45 AM 4141300870000500120243 7:00 AM 6153001866120201060264 7:15 AM 101570041452050600090338 7:30 AM 112651031792010901170480 7:45 AM 2328200220120001600090535 8:00 AM 2033610315930101400160544 8:15 AM 132590021276060702090431 8:30 AM 142712011333130302030436 8:45 AM 1522040014140301100090407 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :120 2336 12 0 19 1422 31 2 28 3 78 0 7 3 71 0 4132 APPROACH %'s :4.86% 94.65% 0.49% 0.00% 1.29% 96.47% 2.10% 0.14% 25.69% 2.75% 71.56% 0.00% 8.64% 3.70% 87.65% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :67 1142 2 0 10 666 13 0 8 0 46 0 3 2 31 0 1990 PEAK HR FACTOR :0.728 0.850 0.500 0.000 0.833 0.828 0.542 0.000 0.333 0.000 0.719 0.000 0.375 0.500 0.861 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 121941021870100300040404 2:15 PM 92362042030000700020463 2:30 PM 718011520132201001030416 2:45 PM 620510423050301300050472 3:00 PM 92151002035140801050452 3:15 PM 1324710319590001300070488 3:30 PM 111993072035021800160446 3:45 PM 1519510419740101400030434 4:00 PM 717510820731201400050423 4:15 PM 921510525760401600160520 4:30 PM 131871022454021701150469 4:45 PM 918410424060311600060470 5:00 PM 61981072604000901070493 5:15 PM 1116630227310201000030471 5:30 PM 4191311225760301600030496 5:45 PM 415720825720501400030452 6:00 PM 716730622011301200020422 6:15 PM 31513082195031600020401 6:30 PM 21462081850040401040356 6:45 PM 912410819210001000030348 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :166 3732 33 2 107 4431 70 6 43 4 210 0 5 3 84 0 8896 APPROACH %'s :4.22% 94.89% 0.84% 0.05% 2.32% 96.03% 1.52% 0.13% 16.73% 1.56% 81.71% 0.00% 5.43% 3.26% 91.30% 0.00% PEAK HR :4:15 PM 290 0 0 TOTAL PEAK HR VOL :37 784 4 0 18 1002 20 0 9 2 48 0 2 2 24 0 1952 PEAK HR FACTOR :0.712 0.912 1.000 0.000 0.643 0.963 0.833 0.000 0.563 0.500 0.750 0.000 0.500 0.500 0.857 0.000 22-020398-016 12/13/2022 04:15 PM - 05:15 PM 0.9380.917 0.959 0.738 0.875 07:30 AM - 08:30 AM 0.915 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.848 0.840 0.844 0.818 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 263rd St 263rd St E-56 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 263rd St City:Lomita Project ID: Control:2-Way Stop(EB/WB)Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 068002452032101010125 6:15 AM 376101461020000070137 6:30 AM 1109000730021400030193 6:45 AM 4141300870000500120243 7:00 AM 6141001866120201060252 7:15 AM 71730021474231600070352 7:30 AM 1929700319020201400130531 7:45 AM 23297105197200011000140550 8:00 AM 19307001130301011000130485 8:15 AM 1022720112740001001030385 8:30 AM 142521041242131400060412 8:45 AM 101723041414010401060346 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :116 2260 11 0 24 1393 30 4 19 5 72 0 4 2 71 0 4011 APPROACH %'s :4.86% 94.68% 0.46% 0.00% 1.65% 96.00% 2.07% 0.28% 19.79% 5.21% 75.00% 0.00% 5.19% 2.60% 92.21% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :71 1128 3 0 10 644 11 0 3 0 46 0 1 1 33 0 1951 PEAK HR FACTOR :0.772 0.919 0.375 0.000 0.500 0.817 0.688 0.000 0.375 0.000 0.821 0.000 0.250 0.250 0.589 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 82152022043010800040447 2:15 PM 822440623520001300040496 2:30 PM 1320820520240101500150456 2:45 PM 6193302244502013010110480 3:00 PM 1021530522320201900070486 3:15 PM 1722130920450301400020478 3:30 PM 1323530823960711401070534 3:45 PM 821220820160101000040452 4:00 PM 721220112515140802080511 4:15 PM 619820424221305011110476 4:30 PM 1321630621960017010110483 4:45 PM 717910826680301401050492 5:00 PM 61741022505010701080455 5:15 PM 1119400725561101500060496 5:30 PM 920930926140301801070524 5:45 PM 615520425000411000040436 6:00 PM 82004052733020800040507 6:15 PM 21681082501000701150444 6:30 PM 101521172164020800060407 6:45 PM 41472091881100200030357 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :172 3927 44 1 125 4673 78 4 40 3 215 0 10 3 122 0 9417 APPROACH %'s :4.15% 94.76% 1.06% 0.02% 2.56% 95.76% 1.60% 0.08% 15.50% 1.16% 83.33% 0.00% 7.41% 2.22% 90.37% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :46 864 12 0 24 910 18 0 14 1 60 0 2 0 27 0 1978 PEAK HR FACTOR :0.676 0.919 1.000 0.000 0.667 0.932 0.750 0.000 0.500 0.250 0.789 0.000 0.500 0.000 0.614 0.000 Data - Totals Western Ave Western Ave 263rd St 263rd St 0.922 0.815 0.766 0.625 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-016 12/14/2022 02:45 PM - 03:45 PM 0.9260.918 0.941 0.852 0.604 07:30 AM - 08:30 AM 0.887 E-57 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Palos Verdes Dr N City:Harbor City Project ID: Control:Signalized Date: NS/EW Streets: 2210121013102300 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 00000000000000000 6:15 AM 23 58 16 0 2 23 9 0 3 107 8 0 19 57 0 1 326 6:30 AM 33 84 25 0 4 43 27 0 11 114 20 0 28 92 7 1 489 6:45 AM 51 126 27 0 3 57 32 0 7 105 18 0 36 105 4 2 573 7:00 AM 104 127 27 0 3 61 15 0 14 153 27 0 54 143 5 0 733 7:15 AM 118 158 64 0 10 89 28 0 14 216 62 0 75 144 6 0 984 7:30 AM 111 228 74 0 11 159 29 0 17 163 71 0 106 179 7 0 1155 7:45 AM 156 247 119 0 23 139 33 0 24 211 76 0 97 136 16 0 1277 8:00 AM 77 299 74 0 22 130 33 0 31 167 90 0 57 100 16 2 1098 8:15 AM 74 213 60 0 6 87 28 0 35 177 99 3 37 107 11 1 938 8:30 AM 90 260 51 0 4 105 25 0 20 154 90 0 36 125 5 3 968 8:45 AM 96 184 38 0 6 99 35 0 30 166 70 0 61 157 7 5 954 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :933 1984 575 0 94 992 294 0 206 1733 631 3 606 1345 84 15 9495 APPROACH %'s :26.72% 56.82% 16.47% 0.00% 6.81% 71.88% 21.30% 0.00% 8.01% 67.35% 24.52% 0.12% 29.56% 65.61% 4.10% 0.73% PEAK HR :7:15 AM 38 0 0 TOTAL PEAK HR VOL :462 932 331 0 66 517 123 0 86 757 299 0 335 559 45 2 4514 PEAK HR FACTOR :0.740 0.779 0.695 0.000 0.717 0.813 0.932 0.000 0.694 0.876 0.831 0.000 0.790 0.781 0.703 0.250 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2210121013102300 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 96 165 68 0 10 127 41 0 38 174 96 0 60 119 4 5 1003 2:15 PM 121 219 68 0 9 160 29 0 40 136 85 1 61 98 6 2 1035 2:30 PM 89 136 47 0 5 166 32 2 28 140 106 0 65 125 5 1 947 2:45 PM 93 161 61 0 7 196 27 0 36 153 117 0 73 148 10 4 1086 3:00 PM 90 195 116 0 9 178 23 0 27 135 124 0 81 142 17 3 1140 3:15 PM 97 201 109 0 7 147 29 1 23 129 143 0 66 161 13 2 1128 3:30 PM 101 185 77 0 8 182 26 0 22 152 128 2 50 111 7 4 1055 3:45 PM 84 162 54 0 8 149 26 0 29 163 146 0 70 131 9 2 1033 4:00 PM 70 152 62 0 10 204 29 0 21 144 116 0 72 148 8 3 1039 4:15 PM 85 172 58 0 8 190 39 1 28 202 132 1 62 142 12 1 1133 4:30 PM 85 157 62 0 12 196 33 0 25 195 124 0 63 141 5 6 1104 4:45 PM 80 164 52 0 11 213 23 0 23 137 129 1 54 140 10 2 1039 5:00 PM 92 169 44 0 14 209 23 0 31 198 122 0 57 189 6 3 1157 5:15 PM 72 148 53 0 5 252 36 0 26 141 136 0 48 129 8 1 1055 5:30 PM 90 153 37 0 11 212 33 0 34 170 126 0 55 175 5 1 1102 5:45 PM 69 127 35 0 9 228 27 0 19 132 118 1 55 160 3 3 986 6:00 PM 72 144 30 0 1 186 39 0 14 134 107 0 45 127 5 2 906 6:15 PM 53 128 30 0 6 166 33 0 28 125 104 0 60 126 4 3 866 6:30 PM 65 114 32 0 6 138 21 0 28 89 73 0 46 151 7 1 771 6:45 PM 67 100 33 0 5 156 24 0 20 97 81 0 47 138 7 1 776 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1671 3152 1128 0 161 3655 593 4 540 2946 2313 6 1190 2801 151 50 20361 APPROACH %'s :28.08% 52.97% 18.95% 0.00% 3.65% 82.82% 13.44% 0.09% 9.30% 50.75% 39.84% 0.10% 28.39% 66.82% 3.60% 1.19% PEAK HR :4:15 PM 290 0 0 TOTAL PEAK HR VOL :342 662 216 0 45 808 118 1 107 732 507 2 236 612 33 12 4433 PEAK HR FACTOR :0.929 0.962 0.871 0.000 0.804 0.948 0.756 0.250 0.863 0.906 0.960 0.500 0.937 0.810 0.688 0.500 22-020398-015 12/13/2022 04:15 PM - 05:15 PM 0.9580.968 0.984 0.928 0.875 07:15 AM - 08:15 AM 0.884 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.826 0.887 0.918 0.806 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Palos Verdes Dr N Palos Verdes Dr N E-58 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Palos Verdes Dr N City:Harbor City Project ID: Control:Signalized Date: NS/EW Streets: 2210121013102300 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 00000000000000000 6:15 AM 19 60 15 0 4 25 13 0 9 70 12 0 18 39 1 1 286 6:30 AM 37 105 34 0 1 38 23 0 11 136 11 0 37 87 2 0 522 6:45 AM 27 125 25 0 5 46 30 0 15 115 14 0 36 116 2 1 557 7:00 AM 61 101 24 0 6 54 25 1 9 145 32 0 50 144 6 3 661 7:15 AM 94 171 56 0 3 86 32 1 18 150 36 0 89 132 3 0 871 7:30 AM 106 257 76 0 16 180 32 0 23 170 56 0 105 185 7 2 1215 7:45 AM 140 254 102 0 22 130 37 1 22 203 49 0 82 152 18 1 1213 8:00 AM 112 268 89 0 16 113 27 0 25 176 71 1 45 106 12 3 1064 8:15 AM 58 199 56 0 4 85 29 0 30 190 96 0 49 115 10 3 924 8:30 AM 91 223 55 0 2 109 28 0 26 161 73 0 43 114 10 5 940 8:45 AM 83 149 32 0 8 98 37 1 25 161 50 0 52 205 4 10 915 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :828 1912 564 0 87 964 313 4 213 1677 500 1 606 1395 75 29 9168 APPROACH %'s :25.06% 57.87% 17.07% 0.00% 6.36% 70.47% 22.88% 0.29% 8.91% 70.14% 20.91% 0.04% 28.79% 66.27% 3.56% 1.38% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :416 978 323 0 58 508 125 1 100 739 272 1 281 558 47 9 4416 PEAK HR FACTOR :0.743 0.912 0.792 0.000 0.659 0.706 0.845 0.250 0.833 0.910 0.708 0.250 0.669 0.754 0.653 0.750 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 2210121013102300 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 63 185 55 0 13 205 31 0 31 158 107 0 85 147 11 0 1091 2:15 PM 100 193 52 0 8 162 33 0 38 189 110 0 56 132 6 1 1080 2:30 PM 88 161 67 0 5 172 28 1 25 136 109 0 74 114 9 1 990 2:45 PM 104 160 57 0 12 205 34 0 22 143 140 0 75 136 7 4 1099 3:00 PM 82 185 127 0 10 206 34 0 23 122 116 0 63 92 10 2 1072 3:15 PM 95 198 107 0 12 165 28 0 32 177 134 1 59 132 5 1 1146 3:30 PM 101 218 77 0 5 218 25 0 24 145 128 0 42 120 9 0 1112 3:45 PM 100 164 58 0 8 159 34 1 38 152 132 1 80 142 8 2 1079 4:00 PM 68 183 56 0 12 207 31 0 33 155 109 0 88 150 11 0 1103 4:15 PM 99 167 46 0 6 203 34 0 37 182 142 0 67 155 3 2 1143 4:30 PM 87 163 53 0 12 168 35 0 35 178 131 0 59 176 11 3 1111 4:45 PM 83 168 57 0 7 255 39 1 16 132 113 0 47 135 9 5 1067 5:00 PM 109 148 53 0 7 206 25 0 25 161 130 2 71 170 5 2 1114 5:15 PM 74 164 46 0 8 242 22 0 32 166 140 0 69 139 17 2 1121 5:30 PM 90 157 42 0 10 207 20 0 28 176 112 1 41 118 5 1 1008 5:45 PM 70 143 34 0 9 233 30 0 14 128 121 0 56 126 13 3 980 6:00 PM 92 170 39 0 11 216 29 0 34 113 132 0 57 134 1 0 1028 6:15 PM 56 121 48 0 6 205 43 0 31 130 106 0 58 175 2 2 983 6:30 PM 67 114 27 0 7 195 19 0 21 90 92 0 40 116 8 3 799 6:45 PM 56 126 39 0 4 137 22 0 23 97 77 0 42 120 7 4 754 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1684 3288 1140 0 172 3966 596 3 562 2930 2381 5 1229 2729 157 38 20880 APPROACH %'s :27.55% 53.80% 18.65% 0.00% 3.63% 83.72% 12.58% 0.06% 9.56% 49.85% 40.51% 0.09% 29.59% 65.71% 3.78% 0.92% PEAK HR :03:15 PM 286 0 0 TOTAL PEAK HR VOL :364 763 298 0 37 749 118 1 127 629 503 2 269 544 33 3 4440 PEAK HR FACTOR :0.901 0.875 0.696 0.000 0.771 0.859 0.868 0.250 0.836 0.888 0.938 0.500 0.764 0.907 0.750 0.375 22-020398-015 12/14/2022 03:15 PM - 04:15 PM 0.9690.891 0.905 0.916 0.852 07:30 AM - 08:30 AM 0.909 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.865 0.759 0.880 0.748 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Palos Verdes Dr N Palos Verdes Dr N E-59 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Peninsula Verde Dr City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 1200020010100000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0102000380100000000141 6:15 AM 0125000670020200000196 6:30 AM 0178000840020100000265 6:45 AM 2207010860020100000299 7:00 AM 02870001480070100000443 7:15 AM 03700002230050000000598 7:30 AM 24790003231090200000816 7:45 AM 052800028340110200000828 8:00 AM 24300002653130000000704 8:15 AM 23670002421010000000613 8:30 AM 03440002391000200000586 8:45 AM 03330002110050000000549 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :8 3750 0 1 0 2209 10 2 47 0 11 000006038 APPROACH %'s :0.21% 99.76% 0.00% 0.03% 0.00% 99.46% 0.45% 0.09% 81.03% 0.00% 18.97% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :6 1804 0 0 0 1113 9 1 24 04000002961 PEAK HR FACTOR :0.750 0.854 0.000 0.000 0.000 0.861 0.563 0.250 0.545 0.000 0.500 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200020010100000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 02750002953020100000576 2:15 PM 02900003123030100000609 2:30 PM 33320003484020100000690 2:45 PM 23140003750040000000695 3:00 PM 23550103842010300000748 3:15 PM 04290003475030000000784 3:30 PM 53290003521020100000690 3:45 PM 33000003551010000000660 4:00 PM 22950003202020200000623 4:15 PM 03390003831010000000724 4:30 PM 12930003593020000000658 4:45 PM 12840003774030200000671 5:00 PM 42910004019020000000707 5:15 PM 23120004022040200000724 5:30 PM 12630004217030100000696 5:45 PM 12410003882010100000634 6:00 PM 22130103998140100000629 6:15 PM 22490003544030300000615 6:30 PM 52400003234030000000575 6:45 PM 02040002923000100000500 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :36 5848 0 2 0 7187 68 1 46 0 20 0000013208 APPROACH %'s :0.61% 99.35% 0.00% 0.03% 0.00% 99.05% 0.94% 0.01% 69.70% 0.00% 30.30% 0.00% PEAK HR :2:45 PM 284 0 0 TOTAL PEAK HR VOL :9 1427 0 1 0 1458 8 0 10 04000002917 PEAK HR FACTOR :0.450 0.832 0.000 0.250 0.000 0.949 0.400 0.000 0.625 0.000 0.333 0.000 0.000 0.000 0.000 0.000 Data - Totals Western Ave Western Ave Peninsula Verde Dr Peninsula Verde Dr 0.857 0.867 0.538 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 23-020088-001 4/25/2023 02:45 PM - 03:45 PM 0.9300.837 0.949 0.875 07:30 AM - 08:30 AM 0.894 E-60 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Peninsula Verde Dr City:Lomita Project ID: Control:Signalized Date: NS/EW Streets: 1200020010100000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0100000490010100000151 6:15 AM 0119000480050100000173 6:30 AM 1150000840030000000238 6:45 AM 22120001000000200000316 7:00 AM 02200101471060100000376 7:15 AM 03280002241020000000555 7:30 AM 247601031020120200000805 7:45 AM 053500032141100200000873 8:00 AM 14430002302060000000682 8:15 AM 33600002197050400000598 8:30 AM 14070001992040100000614 8:45 AM 13160002371030200000560 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :11 3666 0 2 0 2168 20 1 57 0 16 000005941 APPROACH %'s :0.30% 99.65% 0.00% 0.05% 0.00% 99.04% 0.91% 0.05% 78.08% 0.00% 21.92% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :6 1814 0 1 0 1080 15 1 33 08000002958 PEAK HR FACTOR :0.500 0.848 0.000 0.250 0.000 0.841 0.536 0.250 0.688 0.000 0.500 0.000 0.000 0.000 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200020010100000 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 02510003314040100000591 2:15 PM 22780103103030100000598 2:30 PM 12610002843040000000553 2:45 PM 03010003042020100000610 3:00 PM 12840003102000100000598 3:15 PM 33030003161010200000626 3:30 PM 22600003292020100000596 3:45 PM 12750003303020100000612 4:00 PM 12370003125020200000559 4:15 PM 32690003894020100000668 4:30 PM 52450003146030000000573 4:45 PM 02750003544030000000636 5:00 PM 12630003673030100000638 5:15 PM 12670004087030100000687 5:30 PM 12760103522010000000633 5:45 PM 02220003713030200000601 6:00 PM 123501038911030100000641 6:15 PM 02270203445030100000582 6:30 PM 32540103083030200000574 6:45 PM 32170002931000300000517 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :29 5200 0 6 0 6715 74 0 47 0 22 0000012093 APPROACH %'s :0.55% 99.33% 0.00% 0.11% 0.00% 98.91% 1.09% 0.00% 68.12% 0.00% 31.88% 0.00% PEAK HR :4:45 PM 292 0 0 TOTAL PEAK HR VOL :3 1081 0 1 0 1481 16 0 10 02000002594 PEAK HR FACTOR :0.750 0.979 0.000 0.250 0.000 0.907 0.571 0.000 0.833 0.000 0.500 0.000 0.000 0.000 0.000 0.000 Data - Totals Western Ave Western Ave Peninsula Verde Dr Peninsula Verde Dr 0.851 0.840 0.732 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 23-020088-001 4/26/2023 04:45 PM - 05:45 PM 0.9440.976 0.902 0.750 07:30 AM - 08:30 AM 0.847 E-61 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & Horizon Way 3-07-2023 6-9AM Site Code: Start Date: 03/07/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 6:00 AM 0 45 7 0 0 52 4 0 2 0 0 6 1 104 0 0 0 105 0 0 0 0 0 0 163 6:15 AM 1 66 14 0 0 81 9 0 2 0 1 11 4 120 1 0 0 125 0 0 0 0 2 0 217 6:30 AM 1 62 25 0 0 88 6 0 0 0 0 6 4 194 1 0 0 199 0 0 0 0 0 0 293 6:45 AM 2 79 13 0 1 94 5 0 1 0 0 6 1 216 3 0 1 220 1 0 0 0 2 1 321 Hourly Total 4 252 59 0 1 315 24 0 5 0 1 29 10 634 5 0 1 649 1 0 0 0 4 1 994 7:00 AM 1 117 11 0 0 129 13 0 3 0 0 16 9 278 4 0 0 291 0 0 1 0 0 1 437 7:15 AM 2 222 9 0 0 233 15 0 3 0 0 18 3 316 4 0 1 323 1 0 2 0 1 3 577 7:30 AM 5 303 6 0 0 314 12 0 3 0 1 15 4 480 2 1 0 487 0 0 0 0 0 0 816 7:45 AM 14 317 6 1 0 338 14 0 4 0 0 18 6 565 4 0 0 575 0 0 0 0 0 0 931 Hourly Total 22 959 32 1 0 1014 54 0 13 0 1 67 22 1639 14 1 1 1676 1 0 3 0 1 4 2761 8:00 AM 3 210 6 0 0 219 16 0 2 0 0 18 2 471 9 0 0 482 1 0 0 0 2 1 720 8:15 AM 9 252 10 1 0 272 11 1 3 0 0 15 3 345 13 0 0 361 1 0 1 0 0 2 650 8:30 AM 2 233 5 0 1 240 5 0 2 0 0 7 8 323 10 0 0 341 1 0 2 0 2 3 591 8:45 AM 4 244 5 0 0 253 7 0 3 0 1 10 2 313 2 0 0 317 3 0 1 0 0 4 584 Hourly Total 18 939 26 1 1 984 39 1 10 0 1 50 15 1452 34 0 0 1501 6 0 4 0 4 10 2545 9:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 44 2151 117 2 2 2314 117 1 28 0 3 146 47 3725 53 1 2 3826 8 0 7 0 9 15 6301 Approach % 1.9 93.0 5.1 0.1 -- 80.1 0.7 19.2 0.0 -- 1.2 97.4 1.4 0.0 -- 53.3 0.0 46.7 0.0 -- - Total % 0.7 34.1 1.9 0.0 -36.7 1.9 0.0 0.4 0.0 -2.3 0.7 59.1 0.8 0.0 -60.7 0.1 0.0 0.1 0.0 -0.2 - Lights 44 2092 109 2 -2247 115 0 25 0 -140 42 3681 53 1 -3777 7 0 7 0 -14 6178 % Lights 100.0 97.3 93.2 100.0 -97.1 98.3 0.0 89.3 --95.9 89.4 98.8 100.0 100.0 -98.7 87.5 - 100.0 --93.3 98.0 Buses 0 21 0 0 -21 0 0 0 0 -0 0 24 0 0 -24 0 0 0 0 -0 45 % Buses 0.0 1.0 0.0 0.0 -0.9 0.0 0.0 0.0 --0.0 0.0 0.6 0.0 0.0 -0.6 0.0 - 0.0 --0.0 0.7 Single-Unit Trucks 0 26 6 0 -32 1 1 3 0 -5 5 11 0 0 -16 1 0 0 0 -1 54 % Single-Unit Trucks 0.0 1.2 5.1 0.0 -1.4 0.9 100.0 10.7 --3.4 10.6 0.3 0.0 0.0 -0.4 12.5 - 0.0 --6.7 0.9 Articulated Trucks 0 11 2 0 -13 1 0 0 0 -1 0 6 0 0 -6 0 0 0 0 -0 20 % Articulated Trucks 0.0 0.5 1.7 0.0 -0.6 0.9 0.0 0.0 --0.7 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.3 Bicycles on Road 0 1 0 0 -1 0 0 0 0 -0 0 3 0 0 -3 0 0 0 0 -0 4 % Bicycles on Road 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 -0.1 0.0 - 0.0 --0.0 0.1 Bicycles on Crosswalk - - - -0 - - - - -0 - - - - -0 - - - - -1 - - % Bicycles on Crosswalk - - - -0.0 - - - - -0.0 - - - - -0.0 - - - - -11.1 - - Pedestrians - - - -2 - - - - -3 - - - - -2 - - - - -8 - - % Pedestrians - - - -100.0 - - - - -100.0 - - - - -100.0 - - - - -88.9 - - E-62 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & Horizon Way 3-08-2023 6-9AM Site Code: Start Date: 03/08/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 6:00 AM 1 37 11 0 0 49 4 0 1 0 1 5 1 105 0 0 0 106 0 0 0 0 1 0 160 6:15 AM 1 47 17 0 0 65 7 0 0 0 2 7 0 136 1 0 0 137 0 0 0 0 1 0 209 6:30 AM 1 61 22 0 0 84 5 0 0 0 1 5 5 177 1 0 0 183 0 0 0 0 0 0 272 6:45 AM 3 87 12 0 1 102 4 0 0 0 1 4 6 230 4 0 0 240 0 0 0 0 1 0 346 Hourly Total 6 232 62 0 1 300 20 0 1 0 5 21 12 648 6 0 0 666 0 0 0 0 3 0 987 7:00 AM 6 114 12 0 0 132 14 0 1 0 0 15 3 229 4 0 0 236 0 0 0 0 0 0 383 7:15 AM 2 195 14 0 0 211 12 0 1 0 0 13 4 290 5 0 0 299 0 1 1 0 0 2 525 7:30 AM 8 332 6 0 1 346 12 0 0 0 0 12 6 466 1 0 0 473 0 0 0 0 0 0 831 7:45 AM 11 317 8 0 0 336 11 0 5 0 0 16 4 529 7 2 0 542 0 0 0 0 0 0 894 Hourly Total 27 958 40 0 1 1025 49 0 7 0 0 56 17 1514 17 2 0 1550 0 1 1 0 0 2 2633 8:00 AM 13 216 6 1 0 236 20 0 4 0 0 24 6 391 9 1 0 407 0 0 1 0 1 1 668 8:15 AM 6 242 8 0 0 256 12 0 4 0 0 16 4 358 10 1 0 373 0 0 1 0 0 1 646 8:30 AM 5 183 7 0 0 195 8 0 4 0 0 12 4 324 6 0 0 334 0 0 5 0 1 5 546 8:45 AM 11 211 15 1 0 238 11 0 4 0 0 15 5 296 6 1 0 308 0 0 2 0 0 2 563 Hourly Total 35 852 36 2 0 925 51 0 16 0 0 67 19 1369 31 3 0 1422 0 0 9 0 2 9 2423 9:00 AM 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 Grand Total 68 2042 138 2 2 2250 120 0 24 0 5 144 48 3531 54 5 0 3638 0 1 10 0 5 11 6043 Approach % 3.0 90.8 6.1 0.1 -- 83.3 0.0 16.7 0.0 -- 1.3 97.1 1.5 0.1 -- 0.0 9.1 90.9 0.0 -- - Total % 1.1 33.8 2.3 0.0 -37.2 2.0 0.0 0.4 0.0 -2.4 0.8 58.4 0.9 0.1 -60.2 0.0 0.0 0.2 0.0 -0.2 - Lights 66 1986 121 2 -2175 115 0 22 0 -137 42 3491 54 5 -3592 0 1 10 0 -11 5915 % Lights 97.1 97.3 87.7 100.0 -96.7 95.8 - 91.7 --95.1 87.5 98.9 100.0 100.0 -98.7 - 100.0 100.0 --100.0 97.9 Buses 1 24 0 0 -25 0 0 0 0 -0 0 15 0 0 -15 0 0 0 0 -0 40 % Buses 1.5 1.2 0.0 0.0 -1.1 0.0 - 0.0 --0.0 0.0 0.4 0.0 0.0 -0.4 - 0.0 0.0 --0.0 0.7 Single-Unit Trucks 1 24 17 0 -42 5 0 2 0 -7 6 21 0 0 -27 0 0 0 0 -0 76 % Single-Unit Trucks 1.5 1.2 12.3 0.0 -1.9 4.2 - 8.3 --4.9 12.5 0.6 0.0 0.0 -0.7 - 0.0 0.0 --0.0 1.3 Articulated Trucks 0 8 0 0 -8 0 0 0 0 -0 0 3 0 0 -3 0 0 0 0 -0 11 % Articulated Trucks 0.0 0.4 0.0 0.0 -0.4 0.0 - 0.0 --0.0 0.0 0.1 0.0 0.0 -0.1 - 0.0 0.0 --0.0 0.2 Bicycles on Road 0 0 0 0 -0 0 0 0 0 -0 0 1 0 0 -1 0 0 0 0 -0 1 % Bicycles on Road 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 Bicycles on Crosswalk - - - -0 - - - - -0 - - - - -0 - - - - -1 - - % Bicycles on Crosswalk - - - -0.0 - - - - -0.0 - - - - --- - - - -20.0 - - Pedestrians - - - -2 - - - - -5 - - - - -0 - - - - -4 - - % Pedestrians - - - -100.0 - - - - -100.0 - - - - --- - - - -80.0 - - E-63 Ca l t r a n s D i s t r i c t 7 - T r a f f i c S a f e t y 10 0 S . M a i n S t r e e t Lo s A n g e l e s , C a l i f o r n i a , U n i t e d S t a t e s 9 0 0 1 2 21 3 . 8 9 7 . 0 2 7 3 l e n a . l e v i n s o n @ d o t . c a . g o v Co u n t N a m e : L A - 2 1 3 & H o r i z o n W a y 3 - 0 7 - 2 0 2 3 2- 7 P M Si t e C o d e : St a r t D a t e : 0 3 / 0 7 / 2 0 2 3 Pa g e N o : 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e So u t h b o u n d A p p r o a c h W e s t b o u n d A p p r o a c h N o r t h b o u n d A p p r o a c h E a s t b o u n d A p p r o a c h So u t h b o u n d We s t b o u n d No r t h b o u n d Ea s t b o u n d Ri g h t T h r u L e f t U - T u r n P e d s Ap p . To t a l Ri g h t T h r u L e f t U - T u r n P e d s Ap p . To t a l Ri g h t T h r u L e f t U - T u r n P e d s Ap p . To t a l Ri g h t T h r u L e f t U - T u r n P e d s Ap p . To t a l In t . T o t a l 2: 0 0 P M 1 2 2 8 4 5 0 0 301 7 0 2 0 0 93 2 8 7 9 1 0 300 0 0 9 0 0 96 1 9 2: 1 5 P M 1 3 3 4 5 7 0 0 36 5 1 3 0 2 0 0 15 0 3 0 3 6 0 0 30 9 1 0 1 0 0 0 11 7 0 0 2: 3 0 P M 1 2 3 2 0 5 0 0 33 7 1 7 0 3 0 0 20 2 2 8 0 6 2 0 29 0 2 0 1 0 0 0 12 6 5 9 2: 4 5 P M 6 3 8 5 7 1 0 39 9 2 5 0 4 0 0 29 2 2 7 7 3 0 0 28 2 8 1 1 2 0 0 21 7 3 1 Ho u r l y T o t a l 4 3 1 3 3 4 2 4 1 0 14 0 2 6 2 0 1 1 0 0 73 7 1 1 4 7 2 4 3 0 11 8 1 1 1 1 4 1 0 0 53 2 7 0 9 3: 0 0 P M 5 3 8 9 6 1 1 40 1 2 1 0 0 0 0 21 2 3 5 7 3 0 0 36 2 1 0 1 1 0 1 12 7 9 6 3: 1 5 P M 1 3 3 2 6 4 3 0 34 6 1 6 0 3 0 1 19 4 3 6 2 2 0 0 368 7 0 9 0 3 16 7 4 9 3: 3 0 P M 1 2 3 9 6 1 0 1 0 41 9 1 0 0 5 0 0 15 2 3 0 2 4 0 1 30 8 3 0 1 3 0 1 16 7 5 8 3: 4 5 P M 1 2 3 4 7 7 1 0 36 7 1 6 0 5 0 0 21 3 2 6 6 4 0 0 273 4 0 7 0 0 11 6 7 2 Ho u r l y T o t a l 4 2 1 4 5 8 2 7 6 1 15 3 3 6 3 0 1 3 0 1 76 1 1 1 2 8 7 1 3 0 1 13 1 1 15 0 4 0 0 5 55 2 9 7 5 4: 0 0 P M 9 3 6 3 7 0 0 379 2 0 2 0 0 44 2 7 9 5 1 0 289 0 0 3 0 0 36 7 5 4: 1 5 P M 8 3 7 9 2 0 0 38 9 1 4 0 2 0 2 16 5 2 5 7 4 0 0 26 6 1 0 1 3 0 0 14 6 8 5 4: 3 0 P M 1 4 3 2 9 4 2 0 349 8 0 1 0 1 93 3 0 1 6 0 0 310 1 0 9 0 1 10 6 7 8 4: 4 5 P M 4 3 7 3 7 0 0 384 8 0 5 0 3 13 4 2 4 6 3 2 0 25 5 2 0 1 2 0 0 14 6 6 6 Ho u r l y T o t a l 3 5 1 4 4 4 2 0 2 0 15 0 1 3 2 0 1 0 0 6 42 1 6 1 0 8 3 1 8 3 0 11 2 0 4 0 3 7 0 1 41 2 7 0 4 5: 0 0 P M 2 3 5 1 8 0 0 36 1 1 3 0 3 0 1 16 9 2 6 3 0 0 0 27 2 3 0 3 0 0 0 33 6 8 2 5: 1 5 P M 2 3 5 4 1 0 0 0 366 8 0 3 0 0 11 8 2 8 8 1 0 0 297 0 0 7 0 1 76 8 1 5: 3 0 P M 0 4 3 0 1 2 1 0 44 3 1 3 0 3 0 0 16 4 2 3 5 0 0 0 239 0 0 9 0 0 97 0 7 5: 4 5 P M 1 3 4 8 1 0 1 0 360 4 0 3 0 0 71 2 4 7 1 0 0 249 0 0 2 0 1 26 1 8 Ho u r l y T o t a l 5 1 4 8 3 4 0 2 0 15 3 0 3 8 0 1 2 0 1 50 2 2 1 0 3 3 2 0 0 10 5 7 3 0 4 8 0 2 51 2 6 8 8 6: 0 0 P M 2 4 1 4 1 0 1 0 427 5 0 3 0 0 82 2 6 5 0 1 0 268 0 0 3 0 0 37 06 6: 1 5 P M 0 3 5 3 1 1 1 0 365 8 0 5 0 2 13 2 2 2 6 1 0 0 229 0 0 3 0 0 36 1 0 6: 3 0 P M 1 3 2 8 7 0 0 336 3 0 2 0 0 50 2 2 6 0 0 0 226 0 0 2 0 0 25 6 9 6: 4 5 P M 1 2 7 8 9 1 0 289 2 0 2 0 1 42 1 8 9 0 1 0 192 0 0 0 0 0 04 8 5 Ho u r l y T o t a l 4 1 3 7 3 3 7 3 0 14 1 7 1 8 0 1 2 0 3 30 6 9 0 6 1 2 0 915 0 0 8 0 0 8 2 3 7 0 7: 0 0 P M 0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 Gr a n d T o t a l 1 2 9 7 0 9 2 1 4 8 1 4 1 73 8 3 2 1 3 0 5 8 0 11 27 1 6 2 5 4 5 6 5 8 8 1 55 8 4 3 3 1 1 7 4 0 8 20 8 1 3 4 4 6 Ap p r o a c h % 1 . 7 9 6 . 1 2 . 0 0 . 2 - - 7 8 . 6 0 . 0 2 1 . 4 0 . 0 - - 1 . 1 9 7 . 7 1 . 0 0 . 1 - - 1 5 . 9 0 . 5 8 3 . 7 0 . 0 - -- To t a l % 1 . 0 5 2 . 7 1 . 1 0 . 1 - 54 . 9 1 . 6 0 . 0 0 . 4 0 . 0 - 2. 0 0 . 5 4 0 . 6 0 . 4 0 . 1 - 41 . 5 0 . 2 0 . 0 1 . 3 0 . 0 - 1. 5 - Li g h t s 1 2 7 7 0 3 5 1 4 6 1 4 - 73 2 2 2 0 1 0 5 4 0 - 25 5 5 9 5 4 0 2 5 8 8 - 55 2 7 3 3 1 1 7 4 0 - 20 8 1 3 3 1 2 % L i g h t s 9 8 . 4 9 9 . 2 9 8 . 6 1 0 0 . 0 - 99 . 2 9 4 . 4 - 9 3 . 1 - - 94 . 1 9 5 . 2 9 9 . 0 1 0 0 . 0 1 0 0 . 0 - 99 . 0 1 0 0 . 0 1 0 0 . 0 1 0 0 . 0 - - 10 0 . 0 9 9 . 0 Bu s e s 0 2 7 1 0 - 28 0 0 1 0 - 10 1 6 0 0 - 16 0 0 0 0 - 04 5 % B u s e s 0. 0 0 . 4 0 . 7 0 . 0 - 0. 4 0 . 0 - 1 . 7 - - 0. 4 0 . 0 0 . 3 0 . 0 0 . 0 - 0. 3 0 . 0 0 . 0 0 . 0 - - 0. 0 0 . 3 Si n g l e - U n i t T r u c k s 1 2 3 1 0 - 25 1 2 0 3 0 - 15 3 3 3 0 0 - 36 0 0 0 0 - 07 6 % S i n g l e - U n i t Tr u c k s 0. 8 0 . 3 0 . 7 0 . 0 - 0. 3 5 . 6 - 5 . 2 - - 5. 5 4 . 8 0 . 6 0 . 0 0 . 0 - 0. 6 0 . 0 0 . 0 0 . 0 - - 0. 0 0 . 6 Ar t i c u l a t e d T r u c k s 0 5 0 0 - 50 0 0 0 - 00 3 0 0 - 30 0 0 0 - 08 % A r t i c u l a t e d Tr u c k s 0. 0 0 . 1 0 . 0 0 . 0 - 0. 1 0 . 0 - 0 . 0 - - 0. 0 0 . 0 0 . 1 0 . 0 0 . 0 - 0. 1 0 . 0 0 . 0 0 . 0 - - 0. 0 0 . 1 E-64 Bi c y c l e s o n R o a d 1 2 0 0 - 30 0 0 0 - 00 2 0 0 - 20 0 0 0 - 05 % B i c y c l e s o n Ro a d 0. 8 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 Bi c y c l e s o n Cr o s s w a l k -- - - 1 -- - - - 1 -- - - - 0 -- - - - 1 -- % B i c y c l e s o n Cr o s s w a l k -- - - 10 0 . 0 -- - - - 9. 1 -- - - - 0. 0 -- - - - 12 . 5 -- Pe d e s t r i a n s - - - - 0 -- - - - 10 -- - - - 1 -- - - - 7 -- % P e d e s t r i a n s - - - - 0. 0 -- - - - 90 . 9 -- - - - 10 0 . 0 -- - - - 87 . 5 -- E-65 Caltrans District 7 - Traffic Safety 100 S. Main Street Los Angeles, California, United States 90012 213.897.0273 lena.levinson@dot.ca.gov Count Name: LA-213 & Horizon Way 3-08-2023 2-7PM Site Code: Start Date: 03/08/2023 Page No: 1 Turning Movement Data Start Time Southbound Approach Westbound Approach Northbound Approach Eastbound Approach Southbound Westbound Northbound Eastbound Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total 2:00 PM 15 280 3 0 0 298 17 0 3 0 0 20 5 266 12 1 0 284 3 0 7 0 0 10 612 2:15 PM 8 304 3 0 0 315 22 0 6 0 1 28 2 278 7 0 0 287 1 0 17 0 0 18 648 2:30 PM 8 314 2 0 0 324 9 0 9 0 1 18 5 278 4 1 0 288 2 0 11 0 0 13 643 2:45 PM 3 329 4 0 0 336 24 0 4 0 1 28 4 295 9 1 0 309 1 0 12 0 1 13 686 Hourly Total 34 1227 12 0 0 1273 72 0 22 0 3 94 16 1117 32 3 0 1168 7 0 47 0 1 54 2589 3:00 PM 9 373 7 0 0 389 11 0 2 0 1 13 1 338 6 0 0 345 3 0 9 0 1 12 759 3:15 PM 11 344 9 1 0 365 11 0 0 0 0 11 3 360 10 0 0 373 2 0 15 0 3 17 766 3:30 PM 12 349 6 0 0 367 14 0 1 0 0 15 1 346 2 0 0 349 0 0 10 0 0 10 741 3:45 PM 10 334 6 0 0 350 8 0 4 0 0 12 3 255 3 0 0 261 2 0 9 0 0 11 634 Hourly Total 42 1400 28 1 0 1471 44 0 7 0 1 51 8 1299 21 0 0 1328 7 0 43 0 4 50 2900 4:00 PM 12 352 10 0 0 374 7 0 4 0 0 11 3 289 5 0 0 297 0 0 12 0 1 12 694 4:15 PM 17 407 3 1 0 428 12 0 1 0 1 13 4 288 9 0 0 301 0 0 10 0 0 10 752 4:30 PM 13 320 4 0 1 337 9 0 3 0 0 12 3 300 6 0 0 309 3 0 10 0 1 13 671 4:45 PM 13 361 5 0 0 379 4 0 1 0 0 5 4 288 2 0 0 294 4 0 8 0 0 12 690 Hourly Total 55 1440 22 1 1 1518 32 0 9 0 1 41 14 1165 22 0 0 1201 7 0 40 0 2 47 2807 5:00 PM 11 398 7 0 0 416 4 0 3 0 0 7 2 312 3 0 1 317 4 0 25 0 1 29 769 5:15 PM 23 443 7 0 0 473 6 0 0 0 0 6 0 275 2 0 0 277 1 0 15 0 0 16 772 5:30 PM 4 392 9 0 0 405 3 0 2 0 0 5 1 259 3 0 0 263 2 0 7 0 1 9 682 5:45 PM 10 357 10 2 0 379 7 0 4 0 0 11 3 223 1 0 0 227 1 0 2 0 0 3 620 Hourly Total 48 1590 33 2 0 1673 20 0 9 0 0 29 6 1069 9 0 1 1084 8 0 49 0 2 57 2843 6:00 PM 13 338 20 1 0 372 9 0 3 0 1 12 4 264 2 1 0 271 1 0 2 0 0 3 658 6:15 PM 5 343 10 2 0 360 5 0 1 0 0 6 1 218 4 0 0 223 1 0 6 0 0 7 596 6:30 PM 7 321 10 0 0 338 3 0 3 0 0 6 3 212 0 1 0 216 4 0 8 0 0 12 572 6:45 PM 5 269 7 2 0 283 3 0 1 0 1 4 0 200 1 0 0 201 1 0 1 0 0 2 490 Hourly Total 30 1271 47 5 0 1353 20 0 8 0 2 28 8 894 7 2 0 911 7 0 17 0 0 24 2316 Grand Total 209 6928 142 9 1 7288 188 0 55 0 7 243 52 5544 91 5 1 5692 36 0 196 0 9 232 13455 Approach % 2.9 95.1 1.9 0.1 -- 77.4 0.0 22.6 0.0 -- 0.9 97.4 1.6 0.1 -- 15.5 0.0 84.5 0.0 -- - Total % 1.6 51.5 1.1 0.1 -54.2 1.4 0.0 0.4 0.0 -1.8 0.4 41.2 0.7 0.0 -42.3 0.3 0.0 1.5 0.0 -1.7 - Lights 208 6883 141 9 -7241 179 0 54 0 -233 50 5482 90 5 -5627 34 0 195 0 -229 13330 % Lights 99.5 99.4 99.3 100.0 -99.4 95.2 - 98.2 --95.9 96.2 98.9 98.9 100.0 -98.9 94.4 - 99.5 --98.7 99.1 Buses 0 16 0 0 -16 0 0 0 0 -0 0 22 0 0 -22 0 0 0 0 -0 38 % Buses 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.0 0.4 0.0 0.0 -0.4 0.0 - 0.0 --0.0 0.3 Single-Unit Trucks 1 14 1 0 -16 8 0 1 0 -9 2 27 1 0 -30 1 0 1 0 -2 57 % Single-Unit Trucks 0.5 0.2 0.7 0.0 -0.2 4.3 - 1.8 --3.7 3.8 0.5 1.1 0.0 -0.5 2.8 - 0.5 --0.9 0.4 Articulated Trucks 0 10 0 0 -10 1 0 0 0 -1 0 10 0 0 -10 0 0 0 0 -0 21 % Articulated Trucks 0.0 0.1 0.0 0.0 -0.1 0.5 - 0.0 --0.4 0.0 0.2 0.0 0.0 -0.2 0.0 - 0.0 --0.0 0.2 Bicycles on Road 0 5 0 0 -5 0 0 0 0 -0 0 3 0 0 -3 1 0 0 0 -1 9 E-66 % Bicycles on Road 0.0 0.1 0.0 0.0 -0.1 0.0 - 0.0 --0.0 0.0 0.1 0.0 0.0 -0.1 2.8 - 0.0 --0.4 0.1 Bicycles on Crosswalk - - - -0 - - - - -1 - - - - -0 - - - - -1 - - % Bicycles on Crosswalk - - - -0.0 - - - - -14.3 - - - - -0.0 - - - - -11.1 - - Pedestrians - - - -1 - - - - -6 - - - - -1 - - - - -8 - - % Pedestrians - - - -100.0 - - - - -85.7 - - - - -100.0 - - - - -88.9 - - E-67 National Data & Surveying ServicesIntersection Turning Movement Count Location:Western Ave & Avenue Aprenda/Highpark Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1300001200000100000.50.5100000000 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL 6:00 AM 0880000043000060000010000000203143 6:15 AM 11240020058300030100000000100303199 6:30 AM 11660011056200050200000000000706247 6:45 AM 52061040069600040300000100000706312 7:00 AM 22351040010019000200100120100100407398 7:15 AM 8340103001396400059012000000001102610646 7:30 AM 22344222001454500010503000021100010689725 7:45 AM 17392001001754600098041000210000008812801 8:00 AM 539921510179130007602900000000100477729 8:15 AM 4352007002426000120200000300100205636 8:30 AM 2279116002177001140600010000000408547 8:45 AM 329500500194200070500010300011616530 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES :70322084402016172130014090132001929005315530825913 APPROACH %'s :2.09% 96.29% 0.24% 0.12% 1.20% 0.06% 0.00% 88.31% 11.63% 0.00% 0.00% 0.05% 75.46% 0.00% 24.35% 0.00% 0.00% 0.18% 45.00% 10.00% 45.00% 0.00% 0.00% 62.50% 37.50% 0.60% 32.74% 17.86% 48.81% PEAK HR :7:15 AM 38 0 0 TOTAL PEAK HR VOL :5214755311106381680003380112000421002202029382901 PEAK HR FACTOR :0.591 0.924 0.625 0.375 0.550 0.250 0.000 0.891 0.656 0.000 0.000 0.000 0.805 0.000 0.683 0.000 0.000 0.000 0.500 0.500 0.250 0.000 0.000 0.500 0.500 0.000 0.625 0.906 0.792 Headers NBL NBT NBR NBU NBT2 NBU2 SBL SBT SBR SBU SBT2 SBU2 EBL EBT EBR EBU EBL2 EBR2 WBL WBT WBR WBU NB2L2 NB2T2 NB2U2 SB2T SB2T2 SB2R2 SB2U2 1300001200000100000.50.5100000000 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL 2:00 PM 9277031500269100101106000100000001305620 2:15 PM 10311316003072000070200000100010336681 2:30 PM 11276125002911901050601000000000842632 2:45 PM 122681070233139000130500010000100644694 3:00 PM 9229131110286340001080340002000001014116750 3:15 PM 62602112023061420079028000302000006157745 3:30 PM 232823110335616000280600030000000247771 3:45 PM 224121150132614000160200020100000947643 4:00 PM 62610080132710010170500000200000626652 4:15 PM 42631380034013000230700010000000347677 4:30 PM 42570130038615001200401000000000313699 4:45 PM 527900600360110001101000001000001443695 5:00 PM 128813120036213000110200010000000502701 5:15 PM 32372260140512000160200010000000429702 5:30 PM 32501081133412000110300000000000701632 5:45 PM 0222127013471500040200010000100614614 6:00 PM 121810800341900190200000100000313598 6:15 PM 020503201364401070500010000100423603 6:30 PM 421631301282300030200000100001511527 6:45 PM 115111500264400010000000000000411434 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES :935037233015821465842872424000124020170900321125549713070 APPROACH %'s :1.74% 94.27% 0.43% 0.56% 2.96% 0.04% 0.20% 95.52% 4.16% 0.03% 0.06% 0.03% 76.05% 0.00% 23.57% 0.00% 0.38% 0.00% 65.38% 0.00% 34.62% 0.00% 0.00% 60.00%40.00% 0.36% 45.13% 19.49% 35.02% PEAK HR :2:45 PM 284 0 0 TOTAL PEAK HR VOL :2910856741171279103200228073000902001102824342960 PEAK HR FACTOR :0.604 0.827 0.750 0.583 0.854 0.250 0.583 0.898 0.660 0.250 0.000 0.000 0.528 0.000 0.537 0.000 0.000 0.000 0.750 0.000 0.250 0.000 0.000 0.250 0.250 0.000 0.500 0.400 0.531 22-020398-014 1/24/2023 02:45 PM - 03:45 PM 0.9600.845 0.927 0.530 0.550 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 07:15 AM - 08:15 AM 0.9050.936 0.912 0.809 0.438 NORTHBOUND2AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Avenue Aprenda/Highpark Dr Avenue Aprenda/Highpark Dr E-68 National Data & Surveying ServicesIntersection Turning Movement Count Location:Western Ave & Avenue Aprenda/Highpark Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1300001200000100000.50.5100000000 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL 6:00 AM 0860020038000030000000000010005135 6:15 AM 01280010037210020100000000000002174 6:30 AM 01550100052400050000000000010307228 6:45 AM 41960020072800060400120001000501302 7:00 AM 1211007008317000120200000000100503342 7:15 AM 92780201013355000370300000000000468536 7:30 AM 23372202001496300012102900011000000777784 7:45 AM 1541501101161330001220330003000000071510817 8:00 AM 534710500189700059124000200000006117664 8:15 AM 23490120018410010150400000000110217580 8:30 AM 2284112002253000160300110000101308552 8:45 AM 426612500195400180500000200100405503 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES :65308758291115182061114061108002912014314640705617 APPROACH %'s :2.03% 96.62% 0.16% 0.25% 0.91% 0.03% 0.06% 87.85% 11.92% 0.06% 0.06% 0.06% 78.53% 0.19% 20.89% 0.00% 0.00% 0.39% 75.00% 8.33% 16.67% 0.00% 12.50% 50.00% 37.50% 0.64% 29.30% 25.48% 44.59% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :451483321001683113010317190000610001102234312845 PEAK HR FACTOR :0.489 0.893 0.375 0.500 0.500 0.000 0.250 0.903 0.448 0.000 0.250 0.000 0.650 0.250 0.682 0.000 0.000 0.000 0.500 0.250 0.000 0.000 0.000 0.250 0.250 0.000 0.786 0.567 0.775 Headers NBL NBT NBR NBU NBT2 NBU2 SBL SBT SBR SBU SBT2 SBU2 EBL EBT EBR EBU EBL2 EBR2 WBL WBT WBR WBU NB2L2 NB2T2 NB2U2 SB2T SB2T2 SB2R2 SB2U2 1300001200000100000.50.5100000000 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL 2:00 PM 121820300274900060500020010000515532 2:15 PM 1263116003072111150100010000000642622 2:30 PM 725211110028627010100100000000100745614 2:45 PM 1724533150032631000140800011000200353677 3:00 PM 10221011600260350001080360002000000017137726 3:15 PM 3292226113541120187127000002000006152815 3:30 PM 829503140126281013008000101000011238657 3:45 PM 42472211003541710090200020100000732664 4:00 PM 2252016033381500090600000300000415645 4:15 PM 52432250233513100260400000300000404649 4:30 PM 12670150133712100240200010100010713665 4:45 PM 82231190335517010100500000300000715649 5:00 PM 82672112013542400090400010100000728701 5:15 PM 32730280133521100350401010000000733698 5:30 PM 32492180035512010150901020000001833673 5:45 PM 125944705384900160600030200010625705 6:00 PM 1217211301280820070400000200000516550 6:15 PM 421221703317320050200010300000725576 6:30 PM 220100302279300040000000000000605505 6:45 PM 219031200242202060400010100000201459 NL NT NR NU NT2 NU2 SL ST SR SU ST2 SU2 EL ET ER EU EL2 ER2 WL WT WR WU N2L2 N2T2 N2U2 S2T S2T2 S2R2 S2U2 TOTAL TOTAL VOLUMES :91488629291671246334298126442511380201912310322133648712782 APPROACH %'s :1.75% 93.91% 0.56% 0.56% 3.21% 0.02% 0.36% 94.85% 4.46% 0.18% 0.09% 0.06% 75.09% 0.18% 24.38% 0.00% 0.35% 0.00% 43.18% 2.27% 52.27% 2.27% 0.00% 60.00%40.00% 0.70% 46.50% 22.38% 30.42% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :381053595112120285302239179000413002013836202875 PEAK HR FACTOR :0.559 0.892 0.417 0.750 0.797 0.250 0.500 0.849 0.607 0.375 0.000 0.500 0.553 0.250 0.549 0.000 0.000 0.000 0.500 0.250 0.375 0.000 0.000 0.250 0.000 0.250 0.559 0.600 0.625 22-020398-014 1/25/2023 02:45 PM - 03:45 PM 0.8820.904 0.877 0.554 1.000 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND SOUTHBOUND2 07:30 AM - 08:30 AM 0.8710.893 0.941 0.658 0.583 NORTHBOUND2AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Avenue Aprenda/Highpark Dr Avenue Aprenda/Highpark Dr E-69 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Westmont Dr/Delasonde Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120010.50.501.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 06580103710472091100154 6:15 AM 19840850003330102210203 6:30 AM 1135110114510951093290260 6:45 AM 21561901461104520138240309 7:00 AM 6 197 13 0 18 68 5 0 10 5 6 0 26 18 37 0 409 7:15 AM 15 251 23 0 24 112 8 0 22 22 11 0 20 30 59 0 597 7:30 AM 17 220 24 0 31 132 11 0 44 49 38 0 42 69 76 0 753 7:45 AM 43 269 45 0 43 184 12 0 40 45 33 0 61 45 85 0 905 8:00 AM 10 310 26 0 20 172 8 0 20 20 18 0 68 13 67 0 752 8:15 AM 9 276 36 0 26 196 10 0 13 11 8 0 34 5 53 0 677 8:30 AM 7 219 32 0 22 195 3 0 9 10 5 0 35 3 50 0 590 8:45 AM 323617017169704720296540551 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :114 2432 258 0 244 1421 67 0 182 189 129 0 356 203 565 0 6160 APPROACH %'s :4.07% 86.73% 9.20% 0.00% 14.09% 82.04% 3.87% 0.00% 36.40% 37.80% 25.80% 0.00% 31.67% 18.06% 50.27% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :79 1075 131 0 120 684 41 0 117 125 97 0 205 132 281 0 3087 PEAK HR FACTOR :0.459 0.867 0.728 0.000 0.698 0.872 0.854 0.000 0.665 0.638 0.638 0.000 0.754 0.478 0.826 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120010.50.501.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 925843030208708630687310678 2:15 PM 13272380402581007550459390741 2:30 PM 23 241 34 1 41 254 13 0 14 7 8 0 72 21 44 0 773 2:45 PM 222323613523422083905719430721 3:00 PM 23 205 37 0 40 211 9 1 17 24 23 0 53 28 46 0 717 3:15 PM 7 217 34 0 38 284 12 0 17 40 24 0 74 17 24 0 788 3:30 PM 13 269 45 0 38 273 11 0 9 9 12 0 65 7 43 0 794 3:45 PM 9 237 41 0 45 259 11 0 6 10 2 0 44 5 23 0 692 4:00 PM 8 198 33 0 50 243 8 0 8 10 10 0 67 11 31 0 677 4:15 PM 11 247 45 0 39 279 5 0 10 15 5 0 36 9 42 0 743 4:30 PM 52264706331060891005910290782 4:45 PM 8 229 36 0 41 303 6 0 9 10 7 0 56 4 36 0 745 5:00 PM 8 235 46 0 51 254 4 0 7 10 6 0 77 16 45 0 759 5:15 PM 11230590633279078505912370827 5:30 PM 8197370522459075508915350704 5:45 PM 7 204 44 0 38 294 10 0 2 5 11 0 63 7 24 0 709 6:00 PM 6185400422487053805313250635 6:15 PM 617727048310604450424260659 6:30 PM 618227032226606550385350573 6:45 PM 313524031212802640304130472 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :206 4376 773 2 857 5232 179 1 161 194 167 0 1147 223 671 0 14189 APPROACH %'s :3.85% 81.69% 14.43% 0.04% 13.67% 83.46% 2.86% 0.02% 30.84% 37.16% 31.99% 0.00% 56.20% 10.93% 32.88% 0.00% PEAK HR :4:30 PM 291 0 0 TOTAL PEAK HR VOL :32 920 188 0 218 1194 25 0 31 37 28 0 251 42 147 0 3113 PEAK HR FACTOR :0.727 0.979 0.797 0.000 0.865 0.913 0.694 0.000 0.861 0.925 0.700 0.000 0.815 0.656 0.817 0.000 Data - Totals Western Ave Western Ave Westmont Dr/Delasonde Dr Westmont Dr/Delasonde Dr 0.900 0.884 0.647 0.809 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-013 1/24/2023 04:30 PM - 05:30 PM 0.9410.950 0.900 0.889 0.797 07:30 AM - 08:30 AM 0.853 E-70 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Westmont Dr/Delasonde Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120010.50.501.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0768092910253041100148 6:15 AM 0934052900341032200164 6:30 AM 112390550008800101190234 6:45 AM 1147120146610640086320297 7:00 AM 10 171 18 0 14 61 2 0 9 12 9 0 13 13 32 0 364 7:15 AM 10 212 18 0 19 109 8 0 17 18 9 0 21 29 47 0 517 7:30 AM 28 242 37 0 38 115 16 0 47 44 31 0 42 66 76 0 782 7:45 AM 39 307 29 0 42 158 9 0 37 43 31 0 54 53 78 0 880 8:00 AM 9 268 39 0 34 178 9 0 17 20 16 0 53 16 69 0 728 8:15 AM 5284310191551208430536360616 8:30 AM 7 242 24 0 23 186 5 0 18 4 6 0 28 3 40 0 586 8:45 AM 5 198 27 0 16 162 4 0 2 10 8 0 42 4 48 0 526 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :115 2363 256 0 238 1298 67 0 174 176 117 0 331 200 507 0 5842 APPROACH %'s :4.21% 86.43% 9.36% 0.00% 14.85% 80.97% 4.18% 0.00% 37.26% 37.69% 25.05% 0.00% 31.89% 19.27% 48.84% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :81 1101 136 0 133 606 46 0 109 111 81 0 202 141 259 0 3006 PEAK HR FACTOR :0.519 0.897 0.872 0.000 0.792 0.851 0.719 0.000 0.580 0.631 0.653 0.000 0.935 0.534 0.830 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120010.50.501.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 821651138242818540638160669 2:15 PM 3197552442354077405510370660 2:30 PM 18 211 27 0 28 214 14 0 11 3 5 0 87 25 62 0 705 2:45 PM 292604514326710047607018360796 3:00 PM 22 199 38 2 34 201 11 0 14 30 25 0 56 21 44 0 697 3:15 PM 10 232 37 0 47 290 11 0 16 35 16 0 77 11 27 0 809 3:30 PM 6 253 30 0 33 253 11 1 7 15 4 0 68 12 35 0 728 3:45 PM 5 229 42 1 42 269 10 0 10 11 4 0 48 8 36 0 715 4:00 PM 12 195 35 0 49 232 11 0 12 5 5 0 76 12 36 0 680 4:15 PM 5241360492621108940557260713 4:30 PM 9 206 41 0 41 257 13 0 8 15 10 0 57 14 33 0 704 4:45 PM 4 213 50 0 45 293 10 0 10 11 10 0 55 13 35 0 749 5:00 PM 9 222 26 0 42 278 3 0 9 11 9 0 54 20 34 0 717 5:15 PM 8 250 32 0 36 274 10 0 6 15 6 0 50 12 36 0 735 5:30 PM 6 192 27 0 42 277 11 0 9 12 11 0 70 14 45 0 716 5:45 PM 722538061316905960566390777 6:00 PM 8199490382322086305410290638 6:15 PM 3189420422556061604510350640 6:30 PM 816834026226506260445300560 6:45 PM 716327022188904560465230505 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :187 4260 762 7 802 5061 179 2 168 214 150 0 1186 241 694 0 13913 APPROACH %'s :3.59% 81.67% 14.61% 0.13% 13.27% 83.74% 2.96% 0.03% 31.58% 40.23% 28.20% 0.00% 55.92% 11.36% 32.72% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :67 944 150 3 157 1011 43 1 41 87 51 0 271 62 142 0 3030 PEAK HR FACTOR :0.578 0.908 0.833 0.375 0.835 0.872 0.977 0.250 0.641 0.621 0.510 0.000 0.880 0.738 0.807 0.000 22-020398-013 1/25/2023 02:45 PM - 03:45 PM 0.9360.869 0.871 0.649 0.958 07:30 AM - 08:30 AM 0.854 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.879 0.888 0.617 0.814 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Westmont Dr/Delasonde Dr Westmont Dr/Delasonde Dr E-71 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Toscanini Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 275201332040302030127 6:15 AM 495300373021906030163 6:30 AM 1133200683060406050228 6:45 AM 315500064101121006030255 7:00 AM 132034038430625092100344 7:15 AM 35 261 3 0 2 155 3 0 13 3 31 0 6 1 10 0 523 7:30 AM 67 306 7 0 7 157 4 0 24 6 60 0 21 9 20 0 688 7:45 AM 56 305 15 0 7 267 8 0 19 11 83 0 23 6 14 0 814 8:00 AM 19 296 9 0 4 230 8 0 17 4 47 0 15 2 15 0 666 8:15 AM 15 287 14 0 9 201 9 0 11 1 21 0 8 2 11 0 589 8:30 AM 4295901220070911008130559 8:45 AM 9 259 12 0 8 208 8 0 10 0 7 1 12 0 5 0 539 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :228 2670 80 0 53 1704 59 0 132 31 290 1 122 23 102 0 5495 APPROACH %'s :7.66% 89.66% 2.69% 0.00% 2.92% 93.83% 3.25% 0.00% 29.07% 6.83% 63.88% 0.22% 49.39% 9.31% 41.30% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :157 1194 45 0 27 855 29 0 71 22 211 0 67 19 60 0 2757 PEAK HR FACTOR :0.586 0.975 0.750 0.000 0.750 0.801 0.806 0.000 0.740 0.500 0.636 0.000 0.728 0.528 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 10217130328150662409130578 2:15 PM 4 310 8 0 8 282 11 0 13 2 25 0 12 2 2 0 679 2:30 PM 9 285 8 0 5 286 9 0 10 2 18 0 12 2 11 0 657 2:45 PM 10 252 7 0 12 320 9 1 11 1 17 0 11 1 14 0 666 3:00 PM 82901619296606020011190673 3:15 PM 23 299 32 0 15 326 17 0 3 0 11 0 11 3 8 0 748 3:30 PM 21 283 15 0 20 325 12 0 2 2 15 0 12 1 7 0 715 3:45 PM 162911409283120721007260659 4:00 PM 11 266 11 0 10 323 9 0 12 3 13 0 15 2 6 0 681 4:15 PM 15268180931750971709090683 4:30 PM 1128811011345170711707340722 4:45 PM 11251901135670724063100677 5:00 PM 15 299 16 0 14 308 11 0 4 0 10 0 6 3 14 0 700 5:15 PM 15 261 10 0 5 363 12 0 6 3 13 0 9 2 10 0 709 5:30 PM 22 233 18 0 12 321 15 0 4 1 14 0 10 0 8 0 658 5:45 PM 8258150123479090808081683 6:00 PM 722017082821801001109250589 6:15 PM 62021001533013071706010598 6:30 PM 12203801126113052605180535 6:45 PM 7158901320612030709261433 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :241 5134 265 1 212 6158 222 1 141 35 267 0 184 31 149 2 13043 APPROACH %'s :4.27% 91.01% 4.70% 0.02% 3.22% 93.40% 3.37% 0.02% 31.83% 7.90% 60.27% 0.00% 50.27% 8.47% 40.71% 0.55% PEAK HR :4:30 PM 291 0 0 TOTAL PEAK HR VOL :52 1099 46 0 41 1372 47 0 24 6 44 0 28 11 38 0 2808 PEAK HR FACTOR :0.867 0.919 0.719 0.000 0.732 0.945 0.691 0.000 0.857 0.500 0.647 0.000 0.778 0.917 0.679 0.000 22-020398-012 1/24/2023 04:30 PM - 05:30 PM 0.9720.907 0.961 0.740 0.837 07:30 AM - 08:30 AM 0.847 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.918 0.808 0.673 0.730 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Toscanini Dr Toscanini Dr E-72 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Toscanini Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 076200360070204010128 6:15 AM 1100202264032703140155 6:30 AM 5120200620060613250212 6:45 AM 61560027520501006060268 7:00 AM 918930180101311004160318 7:15 AM 3324470113330732405390472 7:30 AM 73 325 4 0 2 172 5 0 24 7 51 0 17 7 19 0 706 7:45 AM 61 284 17 0 3 230 4 0 20 11 92 0 20 13 17 0 772 8:00 AM 21 292 7 0 5 221 9 0 18 1 48 0 13 1 10 0 646 8:15 AM 17 285 10 0 5 208 7 0 17 0 20 0 10 4 10 0 593 8:30 AM 92697011204110821508170552 8:45 AM 12250309196904013013170517 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :247 2590 64 0 41 1643 55 0 132 27 298 1 106 34 101 0 5339 APPROACH %'s :8.51% 89.28% 2.21% 0.00% 2.36% 94.48% 3.16% 0.00% 28.82% 5.90% 65.07% 0.22% 43.98% 14.11% 41.91% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :172 1186 38 0 15 831 25 0 79 19 211 0 60 25 56 0 2717 PEAK HR FACTOR :0.589 0.912 0.559 0.000 0.750 0.903 0.694 0.000 0.823 0.432 0.573 0.000 0.750 0.481 0.737 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 926010062931011011407050626 2:15 PM 13265809273110417013050609 2:30 PM 26 265 7 0 6 292 5 0 17 2 15 0 12 4 8 0 659 2:45 PM 342921307312905417045100712 3:00 PM 2929410072845066600164110732 3:15 PM 31 295 27 1 13 348 10 0 9 6 45 0 10 0 10 0 805 3:30 PM 212531401331490501709260663 3:45 PM 1725420115280801031309080638 4:00 PM 17 247 16 0 13 311 12 0 8 4 17 0 13 1 6 0 665 4:15 PM 12295160830680611809340686 4:30 PM 1125790829490301506180621 4:45 PM 1924911010345705418010270687 5:00 PM 2028314014332150231806230712 5:15 PM 22 242 11 0 8 292 11 0 9 1 24 0 11 3 10 0 644 5:30 PM 16251701335460411205060675 5:45 PM 23236210936310050809060690 6:00 PM 92571001227718042507490614 6:15 PM 10233100828817043802260591 6:30 PM 132051001326012051503160534 6:45 PM 6195701422890503010130481 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :358 5128 251 2 206 6046 201 1 126 43 339 0 171 35 137 0 13044 APPROACH %'s :6.24% 89.35% 4.37% 0.03% 3.19% 93.68% 3.11% 0.02% 24.80% 8.46% 66.73% 0.00% 49.85% 10.20% 39.94% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :115 1134 64 1 40 1258 33 0 25 16 139 0 39 11 37 0 2912 PEAK HR FACTOR :0.846 0.961 0.593 0.250 0.769 0.904 0.825 0.000 0.694 0.667 0.579 0.000 0.609 0.550 0.841 0.000 Data - Totals Western Ave Western Ave Toscanini Dr Toscanini Dr 0.868 0.919 0.628 0.705 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-012 1/25/2023 02:45 PM - 03:45 PM 0.9040.928 0.897 0.625 0.702 07:30 AM - 08:30 AM 0.880 E-73 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Caddington Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 2700004040110200000129 6:15 AM 086000437090900000154 6:30 AM 3105101664040900000193 6:45 AM 217300088401701100000295 7:00 AM 3179000104612001401010329 7:15 AM 1249012117612401100010413 7:30 AM 4346120244403702301050667 7:45 AM 63160163501502502203060750 8:00 AM 729712123042021701302050682 8:15 AM 4 281 0 3 26 195 24 0 18 3 14 0 35 5 33 0 641 8:30 AM 7 285 1 0 7 184 21 0 17 1 3 0 12 4 8 0 550 8:45 AM 72780211961831611702040545 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :46 2665 4 11 55 1931 133 7 215 5 148 0 56 9 63 0 5348 APPROACH %'s :1.69% 97.76% 0.15% 0.40% 2.59% 90.83% 6.26% 0.33% 58.42% 1.36% 40.22% 0.00% 43.75% 7.03% 49.22% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :21 1240 2 8 44 1093 63 2 97 3 72 0 41 5 49 0 2740 PEAK HR FACTOR :0.750 0.896 0.500 0.667 0.423 0.781 0.656 0.250 0.655 0.250 0.783 0.000 0.293 0.250 0.371 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 16 292 7 3 6 267 31 12 39 4 17 0 12 2 13 0 721 2:15 PM 12 331 0 5 2 264 28 5 44 0 20 0 16 2 26 0 755 2:30 PM 192791302873233601605000681 2:45 PM 193100413063533502301010738 3:00 PM 113081632932373312006040716 3:15 PM 28 295 0 8 2 372 31 4 31 1 21 0 11 1 7 0 812 3:30 PM 192651403513973701902020746 3:45 PM 202520913054413312203010692 4:00 PM 262451462923563502405120682 4:15 PM 27 275 1 8 9 339 43 7 36 0 19 0 23 1 15 0 803 4:30 PM 202940323072653312105150723 4:45 PM 392430523143563312108030710 5:00 PM 2825401013173923701903030713 5:15 PM 262400743903112601505130749 5:30 PM 292590313333532001304030703 5:45 PM 2819401203423322902301000664 6:00 PM 142090702713301901901000573 6:15 PM 132060302742722901200000566 6:30 PM 121910002413342202800000531 6:45 PM 131530642432813801500010502 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :419 5095 12 110 44 6108 661 81 645 9 387 0 111 9 89 0 13780 APPROACH %'s :7.43% 90.40% 0.21% 1.95% 0.64% 88.60% 9.59% 1.17% 61.96% 0.86% 37.18% 0.00% 53.11% 4.31% 42.58% 0.00% PEAK HR :2:45 PM 284 0 0 TOTAL PEAK HR VOL :77 1178 2 22 6 1322 128 21 136 2 83 0 20 1 14 0 3012 PEAK HR FACTOR :0.688 0.950 0.500 0.688 0.500 0.888 0.821 0.750 0.919 0.500 0.902 0.000 0.455 0.250 0.500 0.000 22-020398-011 12/13/2022 02:45 PM - 03:45 PM 0.9270.960 0.903 0.953 0.461 07:30 AM - 08:30 AM 0.913 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.900 0.810 0.717 0.325 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Caddington Dr Caddington Dr E-74 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Caddington Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 064010334090400000115 6:15 AM 1730015050110300000144 6:30 AM 21320016460140800000227 6:45 AM 01350007370701300000235 7:00 AM 115302192002001501010286 7:15 AM 327501013080230500020447 7:30 AM 2315101251503302201060637 7:45 AM 7344015339811402402050750 8:00 AM 112770182861901301305030636 8:15 AM 10 272 1 2 26 200 18 1 27 2 11 0 25 1 42 0 638 8:30 AM 6 259 0 0 7 181 19 3 12 0 12 0 16 2 12 0 529 8:45 AM 42360331991402302004360515 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :47 2535 2 11 53 1898 113 5 206 2 150 0 54 6 77 0 5159 APPROACH %'s :1.81% 97.69% 0.08% 0.42% 2.56% 91.74% 5.46% 0.24% 57.54% 0.56% 41.90% 0.00% 39.42% 4.38% 56.20% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :30 1208 2 4 40 1076 50 2 87 2 70 0 33 1 56 0 2661 PEAK HR FACTOR :0.682 0.878 0.500 0.500 0.385 0.794 0.658 0.500 0.659 0.250 0.729 0.000 0.330 0.250 0.333 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 182551923313033801902120711 2:15 PM 202960552752534203000110703 2:30 PM 153210242542963001701000679 2:45 PM 1331434102922963611904130735 3:00 PM 21 320 6 3 14 317 45 9 45 1 28 0 18 2 16 0 845 3:15 PM 29 280 1 7 3 364 24 4 36 1 20 0 31 2 23 0 825 3:30 PM 33266010233830123702206040760 3:45 PM 1529301103472463301601140751 4:00 PM 2125601162923292102004070679 4:15 PM 242590913673633101808120759 4:30 PM 202870703313042502104130733 4:45 PM 3325111133123193522502020717 5:00 PM 262720593323953612203010751 5:15 PM 302522953523573902404040763 5:30 PM 2520939213713432811805130731 5:45 PM 26 255 1 3 9 320 34 4 27 1 19 0 8 9 13 0 729 6:00 PM 222201543153313411903020660 6:15 PM 121860822852703101001000562 6:30 PM 8216010288251230701030573 6:45 PM 91400502272402701202020448 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :420 5148 19 134 100 6310 616 95 654 9 386 0 108 20 95 0 14114 APPROACH %'s :7.34% 89.98% 0.33% 2.34% 1.40% 88.61% 8.65% 1.33% 62.35% 0.86% 36.80% 0.00% 48.43% 8.97% 42.60% 0.00% PEAK HR :03:00 PM 285 0 0 TOTAL PEAK HR VOL :98 1159 7 31 19 1366 123 31 151 2 86 0 56 5 47 0 3181 PEAK HR FACTOR :0.742 0.905 0.292 0.705 0.339 0.938 0.683 0.646 0.839 0.500 0.768 0.000 0.452 0.625 0.511 0.000 Data - Totals Western Ave Western Ave Caddington Dr Caddington Dr 0.884 0.827 0.723 0.331 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-011 12/14/2022 03:00 PM - 04:00 PM 0.9410.925 0.974 0.807 0.482 07:30 AM - 08:30 AM 0.887 E-75 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Trudie Dr/Capitol Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1210120001001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 1663073810560032130145 6:15 AM 18410953206100050110182 6:30 AM 2921001460404760112210233 6:45 AM 015015011847015111046310335 7:00 AM 1 158 22 0 12 106 5 0 18 5 4 0 11 5 28 0 375 7:15 AM 0 225 15 0 22 115 6 1 9 12 0 0 18 5 47 0 475 7:30 AM 3 315 41 0 25 226 21 0 10 22 3 0 40 10 66 0 782 7:45 AM 3 276 55 0 32 293 33 1 33 17 6 0 57 13 55 0 874 8:00 AM 3 283 40 0 41 275 13 0 30 18 3 0 54 16 53 0 829 8:15 AM 1 286 28 0 37 192 8 0 19 18 5 0 31 13 64 0 702 8:30 AM 7 293 30 2 20 177 10 1 21 14 2 0 21 7 56 0 661 8:45 AM 4 287 22 0 29 178 11 2 14 9 6 0 25 6 57 0 650 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :26 2515 282 2 259 1797 121 5 184 149 36 0 280 85 502 0 6243 APPROACH %'s :0.92% 89.03% 9.98% 0.07% 11.87% 82.36% 5.55% 0.23% 49.86% 40.38% 9.76% 0.00% 32.30% 9.80% 57.90% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :10 1160 164 0 135 986 75 1 92 75 17 0 182 52 238 0 3187 PEAK HR FACTOR :0.833 0.921 0.745 0.000 0.823 0.841 0.568 0.250 0.697 0.852 0.708 0.000 0.798 0.813 0.902 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120001001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 2 308 31 1 61 238 15 0 12 14 0 0 41 7 69 0 799 2:15 PM 6 299 41 0 53 259 19 1 30 11 2 0 32 9 66 0 828 2:30 PM 4 275 20 0 59 291 26 1 17 9 4 0 41 14 67 0 828 2:45 PM 4 289 24 0 52 251 35 1 31 7 0 0 38 12 66 0 810 3:00 PM 4 283 26 1 50 289 16 0 25 12 3 0 36 10 51 0 806 3:15 PM 4 312 33 0 90 356 10 0 26 15 4 0 25 13 47 0 935 3:30 PM 6 274 35 0 67 331 16 1 23 14 9 0 44 6 50 0 876 3:45 PM 10 259 35 0 60 266 20 0 20 11 5 0 42 14 59 0 801 4:00 PM 9 253 35 0 57 251 23 1 15 16 5 0 39 13 45 0 762 4:15 PM 5 276 45 0 68 333 16 0 21 7 6 0 34 15 60 0 886 4:30 PM 6 262 27 0 73 294 20 1 26 16 2 0 40 14 53 0 834 4:45 PM 7 273 28 1 75 309 21 2 19 17 5 0 34 14 57 0 862 5:00 PM 5 268 32 0 78 288 20 1 24 8 6 0 52 17 51 0 850 5:15 PM 11 218 24 0 69 332 25 0 14 12 3 0 48 22 61 0 839 5:30 PM 8 240 33 0 72 294 19 1 19 7 3 0 34 8 54 0 792 5:45 PM 6 212 26 0 78 297 22 2 20 8 4 0 35 8 40 0 758 6:00 PM 6 213 38 0 72 282 19 1 16 4 2 0 35 10 52 0 750 6:15 PM 3 201 27 0 65 250 11 1 15 7 3 0 29 6 52 0 670 6:30 PM 8 180 9 0 57 247 13 3 12 5 4 0 24 11 39 0 612 6:45 PM 5154231602461517640219410593 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :119 5049 592 4 1316 5704 381 18 392 206 74 0 724 232 1080 0 15891 APPROACH %'s :2.06% 87.60% 10.27% 0.07% 17.74% 76.88% 5.14% 0.24% 58.33% 30.65% 11.01% 0.00% 35.56% 11.39% 53.05% 0.00% PEAK HR :4:15 PM 290 0 0 TOTAL PEAK HR VOL :23 1079 132 1 294 1224 77 4 90 48 19 0 160 60 221 0 3432 PEAK HR FACTOR :0.821 0.977 0.733 0.250 0.942 0.919 0.917 0.500 0.865 0.706 0.792 0.000 0.769 0.882 0.921 0.000 Data - Totals Western Ave Western Ave Trudie Dr/Capitol Dr Trudie Dr/Capitol Dr 0.929 0.834 0.821 0.944 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-010 12/13/2022 04:15 PM - 05:15 PM 0.9680.947 0.959 0.892 0.919 07:30 AM - 08:30 AM 0.912 E-76 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Trudie Dr/Capitol Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1210120001001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 16040113020751073120143 6:15 AM 074401046402150050110171 6:30 AM 110970116411880032190234 6:45 AM 11141701172211563045260277 7:00 AM 1136100139050973094320319 7:15 AM 1 265 16 0 14 124 8 2 13 9 1 0 10 5 51 0 519 7:30 AM 2 282 53 0 34 237 17 1 13 23 1 0 38 8 72 0 781 7:45 AM 2 306 57 0 30 289 38 1 18 24 3 0 59 19 53 0 899 8:00 AM 4 250 52 0 43 263 15 0 32 19 2 0 66 18 48 0 812 8:15 AM 0 268 45 0 30 196 8 2 20 17 6 0 38 8 70 0 708 8:30 AM 4 290 29 0 28 174 16 0 20 16 4 0 20 12 49 0 662 8:45 AM 3 230 26 0 24 197 13 0 23 10 3 0 28 8 36 0 601 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :20 2384 320 0 259 1782 129 8 180 159 27 0 287 92 479 0 6126 APPROACH %'s :0.73% 87.52% 11.75% 0.00% 11.89% 81.82% 5.92% 0.37% 49.18% 43.44% 7.38% 0.00% 33.45% 10.72% 55.83% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :8 1106 207 0 137 985 78 4 83 83 12 0 201 53 243 0 3200 PEAK HR FACTOR :0.500 0.904 0.908 0.000 0.797 0.852 0.513 0.500 0.648 0.865 0.500 0.000 0.761 0.697 0.844 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120001001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 2 264 39 1 58 283 32 1 22 12 4 0 45 11 54 0 828 2:15 PM 4 304 40 0 58 285 27 1 20 15 4 0 32 11 59 0 860 2:30 PM 6 279 32 0 49 254 25 2 30 14 5 0 67 21 80 0 864 2:45 PM 5 330 36 0 53 257 25 1 30 7 2 0 52 15 59 0 872 3:00 PM 4 319 35 0 68 324 21 0 19 12 2 0 31 16 70 0 921 3:15 PM 4 297 40 0 65 365 21 2 30 16 6 0 41 16 60 0 963 3:30 PM 7 285 37 0 68 313 16 1 24 15 2 0 26 10 50 0 854 3:45 PM 7 281 33 1 65 302 20 2 20 14 3 0 40 16 61 1 866 4:00 PM 5 259 32 1 75 274 13 2 19 16 9 0 45 14 62 0 826 4:15 PM 4 268 22 0 73 320 26 0 22 11 4 0 52 17 53 0 872 4:30 PM 6 285 30 1 76 325 26 1 11 15 2 0 38 18 45 0 879 4:45 PM 9 284 37 0 62 318 16 3 20 14 4 0 41 23 55 0 886 5:00 PM 5 269 43 0 68 306 19 2 24 7 3 0 29 12 61 0 848 5:15 PM 8 261 39 0 63 322 26 2 21 11 4 0 45 16 66 0 884 5:30 PM 8 244 27 0 64 341 25 3 16 10 10 0 44 9 70 0 871 5:45 PM 3 268 25 0 79 289 19 0 17 9 5 0 40 18 60 0 832 6:00 PM 13 220 25 1 66 303 18 3 12 6 3 0 24 13 47 0 754 6:15 PM 1 175 27 0 61 277 11 1 12 8 1 0 34 14 45 0 667 6:30 PM 71762715125915194302714470641 6:45 PM 41481204523414166403210530569 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :112 5216 638 6 1267 5951 415 29 384 222 80 0 785 294 1157 1 16557 APPROACH %'s :1.88% 87.34% 10.68% 0.10% 16.54% 77.67% 5.42% 0.38% 55.98% 32.36% 11.66% 0.00% 35.09% 13.14% 51.72% 0.04% PEAK HR :02:30 PM 283 0 0 TOTAL PEAK HR VOL :19 1225 143 0 235 1200 92 5 109 49 15 0 191 68 269 0 3620 PEAK HR FACTOR :0.792 0.928 0.894 0.000 0.864 0.822 0.920 0.625 0.908 0.766 0.625 0.000 0.713 0.810 0.841 0.000 0.9400.935 0.845 0.832 0.786 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 02:30 PM - 03:30 PM 0.8900.905 0.841 0.840 0.941 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:30 AM - 08:30 AM 22-020398-010 12/14/2022 Data - Totals Western Ave Western Ave Trudie Dr/Capitol Dr Trudie Dr/Capitol Dr E-77 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Park Western Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 067413361010004030120 6:15 AM 0851014540000000030157 6:30 AM 0983017581000006030186 6:45 AM 11689078400000010090288 7:00 AM 01701631110900000070110327 7:15 AM 123126410122000000111160422 7:30 AM 234141028228100010320290703 7:45 AM 229270138323001020360320797 8:00 AM 029841127299010000560300753 8:15 AM 332320114224000010211120620 8:30 AM 232827212192000010291140608 8:45 AM 42892317200000040191230571 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :15 2690 290 15 178 1929 312090231418505552 APPROACH %'s :0.50% 89.37% 9.63% 0.50% 8.43% 91.38% 0.14% 0.05% 18.18% 0.00% 81.82% 0.00% 55.00% 0.95% 44.05% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :7 1254 172 3 107 1074 111040145110302873 PEAK HR FACTOR :0.583 0.919 0.614 0.750 0.704 0.831 0.250 0.250 0.250 0.000 0.500 0.000 0.647 0.250 0.805 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 632829231256002240504380752 2:15 PM 532530332257001150521460758 2:30 PM 726422121318010640510400735 2:45 PM 529539432254000120632220719 3:00 PM 230721332287100160652290756 3:15 PM 1031838231344212150574360851 3:30 PM 828251345348110370602350846 3:45 PM 827534331285013140641420752 4:00 PM 828730543259011260613290735 4:15 PM 230240449316012220600290809 4:30 PM 627842338307002110672320779 4:45 PM 427232238311002210701260761 5:00 PM 1028742238316202120612360801 5:15 PM 323930348329112120700190748 5:30 PM 627640146284110210632280751 5:45 PM 724129435293110330662260711 6:00 PM 522629134299001110550260678 6:15 PM 322225032244211040511230609 6:30 PM 317218325247020010520250548 6:45 PM 416414234241101130470230535 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :112 5360 635 51 715 5795 12 12 22 32 64 0 1185 29 610 0 14634 APPROACH %'s :1.82% 87.04% 10.31% 0.83% 10.94% 88.69% 0.18% 0.18% 18.64% 27.12% 54.24% 0.00% 64.97% 1.59% 33.44% 0.00% PEAK HR :3:00 PM 285 0 0 TOTAL PEAK HR VOL :28 1182 144 11 139 1264 4356220246914203205 PEAK HR FACTOR :0.700 0.929 0.706 0.917 0.772 0.908 0.500 0.750 0.417 0.500 0.786 0.000 0.946 0.563 0.845 0.000 Data - Totals Western Ave Western Ave Park Western Dr Park Western Dr 0.935 0.819 0.417 0.724 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-009 12/13/2022 03:00 PM - 04:00 PM 0.9420.927 0.892 0.825 0.928 07:30 AM - 08:30 AM 0.901 E-78 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Park Western Dr City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 064315311010001020109 6:15 AM 079715420000004010139 6:30 AM 0118142135600000011040218 6:45 AM 11281018730000009080238 7:00 AM 0147190108600000010070279 7:15 AM 125025213118000000150160440 7:30 AM 231843121241000000291240680 7:45 AM 233666141325000010300300832 8:00 AM 228734027298000030610230735 8:15 AM 231230415239001020331130652 8:30 AM 130227019175100020221250575 8:45 AM 42522221721400002019280542 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :15 2593 300 15 194 1898 2020100244516105439 APPROACH %'s :0.51% 88.71% 10.26% 0.51% 9.26% 90.64% 0.10% 0.00% 16.67% 0.00% 83.33% 0.00% 59.51% 1.22% 39.27% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :8 1253 173 6 104 1103 00106015329002899 PEAK HR FACTOR :1.000 0.932 0.655 0.375 0.634 0.848 0.000 0.000 0.250 0.000 0.500 0.000 0.627 0.500 0.750 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 1027839035294103150491340750 2:15 PM 731434043281001170513280770 2:30 PM 628943340271110330854580807 2:45 PM 733044341279015140601410817 3:00 PM 934833430311000220562320829 3:15 PM 430842151370301550544320880 3:30 PM 531640641301011320531310801 3:45 PM 729143338319001130652460819 4:00 PM 927339437283112030830290764 4:15 PM 1030542143333110080526300832 4:30 PM 529031352327103430651340819 4:45 PM 628440134330031280602230794 5:00 PM 630543140307102240692270809 5:15 PM 430442541314010120675270813 5:30 PM 727541348354001430683300837 5:45 PM 626739651291000340572320758 6:00 PM 1124027442298011080582250717 6:15 PM 119931439273201380483290641 6:30 PM 420723335254132250701180628 6:45 PM 414723431245050040600260549 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :128 5570 739 59 812 6035 12 18 25 38 91 0 1230 45 632 0 15434 APPROACH %'s :1.97% 85.75% 11.38% 0.91% 11.81% 87.76% 0.17% 0.26% 16.23% 24.68% 59.09% 0.00% 64.50% 2.36% 33.14% 0.00% PEAK HR :02:30 PM 283 0 0 TOTAL PEAK HR VOL :26 1275 162 11 162 1231 4 2 6 11 14 0 255 11 163 0 3333 PEAK HR FACTOR :0.722 0.916 0.920 0.688 0.794 0.832 0.333 0.500 0.300 0.550 0.700 0.000 0.750 0.688 0.703 0.000 22-020398-009 12/14/2022 02:30 PM - 03:30 PM 0.9470.935 0.825 0.705 0.730 07:30 AM - 08:30 AM 0.871 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.889 0.824 0.583 0.729 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Park Western Dr Park Western Dr E-79 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Crestwood St City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 12001200010010.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 35411013230104206020128 6:15 AM 2811500450071702210163 6:30 AM 5931422503090504040191 6:45 AM 315211027670152501170282 7:00 AM 8 181 25 0 3 95 11 0 17 4 7 0 12 4 5 0 372 7:15 AM 92252403102200211606270426 7:30 AM 11 325 23 0 1 212 25 0 31 1 8 0 12 4 6 0 659 7:45 AM 24 338 39 2 4 284 38 1 21 5 17 0 15 5 8 0 801 8:00 AM 24 300 33 0 2 286 38 0 41 5 33 0 19 5 7 0 793 8:15 AM 23 324 27 0 7 219 26 0 28 2 14 0 18 7 8 0 703 8:30 AM 23 295 49 1 4 174 31 0 25 2 10 0 21 3 7 0 645 8:45 AM 10 281 35 1 6 179 14 0 24 6 8 0 17 4 3 0 588 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :145 2649 306 6 35 1754 216 1 249 33 122 0 133 37 65 0 5751 APPROACH %'s :4.67% 85.29% 9.85% 0.19% 1.74% 87.44% 10.77% 0.05% 61.63% 8.17% 30.20% 0.00% 56.60% 15.74% 27.66% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :82 1287 122 2 14 1001 127 1 121 13 72 0 64 21 29 0 2956 PEAK HR FACTOR :0.854 0.952 0.782 0.250 0.500 0.875 0.836 0.250 0.738 0.650 0.545 0.000 0.842 0.750 0.906 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 12001200010010.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 6 306 63 0 4 255 21 0 29 5 11 0 37 5 21 0 763 2:15 PM 13 295 60 2 5 270 26 0 20 6 8 0 38 6 12 0 761 2:30 PM 7 262 47 0 6 324 19 0 16 4 8 0 47 10 10 0 760 2:45 PM 6 288 53 1 5 268 20 1 32 4 9 0 44 13 10 0 754 3:00 PM 9 278 55 1 3 308 24 0 35 5 8 0 50 10 9 0 795 3:15 PM 8 336 52 0 7 334 16 0 31 6 11 0 52 11 7 0 871 3:30 PM 7 310 70 0 4 341 29 0 21 8 17 0 45 4 9 0 865 3:45 PM 15 275 60 0 5 322 17 0 35 6 13 0 48 11 9 0 816 4:00 PM 7 290 43 1 8 265 21 0 26 6 19 0 49 11 9 0 755 4:15 PM 12 277 42 1 4 309 28 0 26 3 12 0 57 6 12 0 789 4:30 PM 11 265 48 0 4 308 25 0 31 4 17 0 52 6 9 0 780 4:45 PM 10 267 49 2 6 332 34 0 29 10 10 0 49 6 17 0 821 5:00 PM 14 302 39 2 5 329 32 1 28 6 9 0 41 11 5 0 824 5:15 PM 16 256 68 0 8 325 37 0 23 7 9 0 49 8 6 0 812 5:30 PM 14 234 46 0 6 294 29 0 39 6 14 0 38 18 4 0 742 5:45 PM 8 235 45 1 3 286 39 1 31 7 11 0 45 7 12 0 731 6:00 PM 7 217 39 0 7 301 33 0 22 6 7 0 36 10 9 0 694 6:15 PM 9 214 49 0 7 264 20 0 15 0 6 0 40 9 6 0 639 6:30 PM 4 157 41 0 4 240 31 0 15 4 8 0 40 7 9 0 560 6:45 PM 7 168 28 0 4 249 13 0 16 5 10 0 38 5 9 0 552 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :190 5232 997 11 105 5924 514 3 520 108 217 0 895 174 194 0 15084 APPROACH %'s :2.95% 81.37% 15.51% 0.17% 1.60% 90.50% 7.85% 0.05% 61.54% 12.78% 25.68% 0.00% 70.86% 13.78% 15.36% 0.00% PEAK HR :3:00 PM 285 0 0 TOTAL PEAK HR VOL :39 1199 237 1 19 1305 86 0 122 25 49 0 195 36 34 0 3347 PEAK HR FACTOR :0.650 0.892 0.846 0.250 0.679 0.957 0.741 0.000 0.871 0.781 0.721 0.000 0.938 0.818 0.944 0.000 Data - Totals Western Ave Western Ave Crestwood St Crestwood St 0.926 0.874 0.652 0.864 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-008 12/13/2022 03:00 PM - 04:00 PM 0.9610.932 0.943 0.907 0.946 07:30 AM - 08:30 AM 0.923 E-80 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Crestwood St City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 12001200010010.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 2641001271045103000118 6:15 AM 27510123621121502120152 6:30 AM 311511025760111307330222 6:45 AM 7 123 22 0 0 68 5 0 17 3 4 0 10 1 8 0 268 7:00 AM 5 153 12 0 4 73 8 0 17 5 4 0 10 1 5 0 297 7:15 AM 122481711104190224308560450 7:30 AM 16 321 24 0 2 217 27 1 27 2 8 0 16 5 8 0 674 7:45 AM 20 363 43 0 4 290 33 0 36 6 28 0 12 1 6 0 842 8:00 AM 24 297 33 0 2 289 38 0 41 5 33 0 19 5 7 0 793 8:15 AM 13 305 42 0 8 231 20 1 32 5 14 0 26 6 12 0 715 8:30 AM 8 278 29 0 3 156 23 0 32 5 11 0 23 4 7 0 579 8:45 AM 6 249 34 1 3 206 16 0 19 6 8 0 19 5 3 0 575 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :118 2591 287 3 32 1754 198 3 270 48 122 0 155 37 67 0 5685 APPROACH %'s :3.93% 86.40% 9.57% 0.10% 1.61% 88.27% 9.96% 0.15% 61.36% 10.91% 27.73% 0.00% 59.85% 14.29% 25.87% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :73 1286 142 0 16 1027 118 2 136 18 83 0 73 17 33 0 3024 PEAK HR FACTOR :0.760 0.886 0.826 0.000 0.500 0.885 0.776 0.500 0.829 0.750 0.629 0.000 0.702 0.708 0.688 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 12001200010010.50.50 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 7 293 69 3 10 279 30 0 16 6 9 0 34 7 18 0 781 2:15 PM 14 290 50 0 6 276 32 0 29 5 8 0 43 14 13 0 780 2:30 PM 21 305 61 0 5 265 43 0 41 6 28 0 39 10 14 0 838 2:45 PM 8 332 54 0 6 297 24 0 38 6 15 0 35 8 5 0 828 3:00 PM 9 322 48 0 7 299 21 1 33 5 8 0 58 3 11 0 825 3:15 PM 11 299 50 0 8 335 31 0 31 6 9 0 45 5 5 0 835 3:30 PM 13 314 53 0 8 311 31 1 33 5 20 0 50 15 12 0 866 3:45 PM 17 300 54 0 12 327 31 0 20 5 9 0 39 6 8 0 828 4:00 PM 10 273 38 0 6 324 21 0 27 4 8 0 50 4 14 0 779 4:15 PM 16 289 50 1 7 316 25 1 29 7 11 0 50 14 4 0 820 4:30 PM 13 278 29 0 7 336 30 0 40 6 10 0 54 6 9 0 818 4:45 PM 12 285 51 0 11 331 38 0 24 6 9 0 37 12 9 0 825 5:00 PM 13 304 48 0 7 319 24 0 32 5 19 0 59 13 12 0 855 5:15 PM 11 286 60 0 11 322 30 1 33 4 12 0 40 10 14 0 834 5:30 PM 15 283 50 2 7 348 36 0 26 8 7 0 48 8 9 0 847 5:45 PM 16 257 50 0 9 285 34 0 27 4 5 0 51 9 12 0 759 6:00 PM 6 247 49 0 6 302 35 0 26 2 10 0 37 6 6 0 732 6:15 PM 8 206 42 0 11 292 24 0 12 4 9 0 38 8 7 0 661 6:30 PM 13 204 38 0 7 283 21 0 16 8 12 0 35 8 15 0 660 6:45 PM 4 154 41 0 3 256 23 0 14 6 5 0 49 6 7 0 568 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :237 5521 985 6 154 6103 584 4 547 108 223 0 891 172 204 0 15739 APPROACH %'s :3.51% 81.80% 14.59% 0.09% 2.25% 89.16% 8.53% 0.06% 62.30% 12.30% 25.40% 0.00% 70.32% 13.58% 16.10% 0.00% PEAK HR :04:45 PM 292 0 0 TOTAL PEAK HR VOL :51 1158 209 2 36 1320 128 1 115 23 47 0 184 43 44 0 3361 PEAK HR FACTOR :0.850 0.952 0.871 0.250 0.818 0.948 0.842 0.250 0.871 0.719 0.618 0.000 0.780 0.827 0.786 0.000 22-020398-008 12/14/2022 04:45 PM - 05:45 PM 0.9830.973 0.949 0.826 0.807 07:30 AM - 08:30 AM 0.898 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.881 0.884 0.750 0.699 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Crestwood St Crestwood St E-81 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Summerland Ave City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1210120001001.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 17830542123410153160174 6:15 AM 28240445312300142170179 6:30 AM 110230550100200172310214 6:45 AM 1141401582101520291330315 7:00 AM 0170302098313510190510374 7:15 AM 120810019120403620293730478 7:30 AM 32801203617740291032121250693 7:45 AM 6 328 6 0 57 246 6 0 4 13 0 0 54 15 133 0 868 8:00 AM 4 262 15 0 50 304 7 4 3 15 3 0 35 15 78 0 795 8:15 AM 02748026235557520375750684 8:30 AM 3 257 8 0 28 185 10 2 8 13 4 0 34 10 65 0 627 8:45 AM 1 232 12 0 26 158 8 2 16 8 3 0 31 7 75 0 579 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :23 2414 88 0 291 1742 53 17 52 88 19 0 346 75 772 0 5980 APPROACH %'s :0.91% 95.60% 3.49% 0.00% 13.84% 82.83% 2.52% 0.81% 32.70% 55.35% 11.95% 0.00% 29.00% 6.29% 64.71% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :13 1144 41 0 169 962 22 9 16 42 6 0 158 47 411 0 3040 PEAK HR FACTOR :0.542 0.872 0.683 0.000 0.741 0.791 0.786 0.450 0.571 0.700 0.500 0.000 0.731 0.783 0.773 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120001001.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 129110041286433350167740744 2:15 PM 230110047302745530345710796 2:30 PM 12588054300551420343860761 2:45 PM 22404055297778570265780741 3:00 PM 0258200672877473102212890777 3:15 PM 22976062320632420339910837 3:30 PM 3288170562871043540235800785 3:45 PM 5 252 13 0 54 273 8 1 6 10 1 0 24 11 86 0 744 4:00 PM 8 257 14 0 60 275 14 2 9 10 6 0 23 10 64 0 752 4:15 PM 4 239 13 0 50 309 7 1 5 10 3 0 39 9 78 0 767 4:30 PM 4 251 9 0 46 325 7 4 11 6 5 0 32 5 63 0 768 4:45 PM 1 259 4 0 50 303 11 1 10 8 3 0 43 8 81 0 782 5:00 PM 326580613387595204311800837 5:15 PM 124517064328430630518850815 5:30 PM 4243130732732213504913680749 5:45 PM 224370563261056150458660780 6:00 PM 219910155303534430359540687 6:15 PM 31708050276917420386620636 6:30 PM 01897042236426260195500568 6:45 PM 11242046236545430145470496 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :49 4869 200 1 1089 5880 139 64 108 102 71 0 643 154 1453 0 14822 APPROACH %'s :0.96% 95.12% 3.91% 0.02% 15.18% 81.99% 1.94% 0.89% 38.43% 36.30% 25.27% 0.00% 28.58% 6.84% 64.58% 0.00% PEAK HR :4:30 PM 291 0 0 TOTAL PEAK HR VOL :9 1020 38 0 221 1294 29 13 30 25 13 0 169 32 309 0 3202 PEAK HR FACTOR :0.563 0.962 0.559 0.000 0.863 0.957 0.659 0.650 0.682 0.781 0.650 0.000 0.828 0.727 0.909 0.000 Data - Totals Western Ave Western Ave Summerland Ave Summerland Ave 0.881 0.796 0.762 0.762 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-007 1/24/2023 04:30 PM - 05:30 PM 0.9560.966 0.947 0.773 0.885 07:30 AM - 08:30 AM 0.876 E-82 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Summerland Ave City:Rancho Palos Verdes Project ID: Control:Signalized Date: NS/EW Streets: 1210120001001.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 06250624000400101210133 6:15 AM 1693073710160070250157 6:30 AM 09490447100320220190201 6:45 AM 1134301167002310263350286 7:00 AM 0156601280404600202330323 7:15 AM 02231101792201350354870480 7:30 AM 2 264 12 0 43 189 4 0 4 12 1 0 35 13 125 0 704 7:45 AM 8 302 6 0 57 231 4 2 5 12 2 0 38 15 135 0 817 8:00 AM 1 294 7 0 56 324 7 2 7 14 4 0 37 12 82 0 847 8:15 AM 12476032221605530474750652 8:30 AM 42487020186514410405640589 8:45 AM 4 223 12 0 27 201 13 2 11 7 2 0 28 5 75 0 610 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :22 2316 87 0 292 1699 47 7 44 79 21 0 345 64 776 0 5799 APPROACH %'s :0.91% 95.51% 3.59% 0.00% 14.28% 83.08% 2.30% 0.34% 30.56% 54.86% 14.58% 0.00% 29.11% 5.40% 65.49% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :12 1107 31 0 188 965 21 4 21 43 10 0 157 44 417 0 3020 PEAK HR FACTOR :0.375 0.916 0.646 0.000 0.825 0.745 0.750 0.500 0.750 0.768 0.625 0.000 0.835 0.733 0.772 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120001001.50.510 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 12588042261533310237920707 2:15 PM 424670412496366504010840707 2:30 PM 128511050308522620257670771 2:45 PM 2 267 13 0 47 256 11 2 11 3 1 0 26 7 76 0 722 3:00 PM 2 299 9 0 54 319 3 4 11 3 4 0 22 9 89 0 828 3:15 PM 424417177373813640219600828 3:30 PM 2286210443264334102911560790 3:45 PM 4 311 18 0 65 253 10 0 3 10 2 0 35 7 67 0 785 4:00 PM 1240120472878368502791020755 4:15 PM 4290210412986243903112740795 4:30 PM 3 223 11 0 68 336 5 3 11 4 3 0 40 8 59 0 774 4:45 PM 4327110443296565502510680845 5:00 PM 3 234 9 0 56 332 3 9 8 12 1 0 53 12 75 0 807 5:15 PM 32351605333431117504217750802 5:30 PM 42549048339665540568840828 5:45 PM 22511405631912522304311570777 6:00 PM 12689041309647210318670754 6:15 PM 421560372634113410354690656 6:30 PM 11725041266425440237490583 6:45 PM 21715049228421310224450537 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :52 5076 232 1 1001 5985 119 81 101 100 62 0 649 177 1415 0 15051 APPROACH %'s :0.97% 94.68% 4.33% 0.02% 13.93% 83.29% 1.66% 1.13% 38.40% 38.02% 23.57% 0.00% 28.96% 7.90% 63.14% 0.00% PEAK HR :04:45 PM 292 0 0 TOTAL PEAK HR VOL :14 1050 45 0 201 1334 18 31 20 29 15 0 176 47 302 0 3282 PEAK HR FACTOR :0.875 0.803 0.703 0.000 0.897 0.984 0.750 0.705 0.625 0.604 0.750 0.000 0.786 0.691 0.899 0.000 Data - Totals Western Ave Western Ave Summerland Ave Summerland Ave 0.910 0.757 0.740 0.822 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-007 1/25/2023 04:45 PM - 05:45 PM 0.9710.811 0.988 0.762 0.887 07:30 AM - 08:30 AM 0.891 E-83 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 1st St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1210120011001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0 48 70 0 14 28 2 0 3 34 0 0 31 6 6 0 242 6:15 AM 1 60 78 0 10 57 1 0 7 34 3 0 26 15 17 0 309 6:30 AM 179830 759100 2460 05915190380 6:45 AM 3 111 68 0 9 71 2 0 6 40 1 0 66 26 18 0 421 7:00 AM 0 147 80 0 21 104 11 0 9 56 2 0 37 16 25 0 508 7:15 AM 2 169 90 0 22 101 3 0 7 46 3 0 75 26 38 0 582 7:30 AM 1 219 122 0 21 181 17 0 12 57 3 0 88 35 47 0 803 7:45 AM 1 227 100 0 30 245 13 0 15 62 6 0 123 45 49 0 916 8:00 AM 2 232 83 0 40 250 16 0 17 44 2 0 86 30 40 0 842 8:15 AM 4 240 86 0 41 237 15 0 12 34 2 0 62 23 39 0 795 8:30 AM 7 262 87 0 25 169 18 0 7 39 1 0 79 29 34 0 757 8:45 AM 0 227 80 1 24 158 10 0 12 25 2 0 78 29 33 0 679 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :22 2021 1027 1 264 1660 118 0 109 517 25 0 810 295 365 0 7234 APPROACH %'s :0.72% 65.81% 33.44% 0.03% 12.93% 81.29% 5.78% 0.00% 16.74% 79.42% 3.84% 0.00% 55.10% 20.07% 24.83% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :8 918 391 0 132 913 61 0 56 197 13 0 359 133 175 0 3356 PEAK HR FACTOR :0.500 0.956 0.801 0.000 0.805 0.913 0.897 0.000 0.824 0.794 0.542 0.000 0.730 0.739 0.893 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120011001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 1 276 112 2 52 213 8 0 7 33 2 0 44 38 43 0 831 2:15 PM 7 219 71 1 40 225 14 0 10 26 3 0 60 21 47 0 744 2:30 PM 3 214 73 0 56 272 15 0 5 21 1 0 68 28 31 0 787 2:45 PM 0 230 109 0 56 213 20 0 6 24 5 0 78 38 43 0 822 3:00 PM 3 190 97 0 51 270 20 0 12 58 2 0 86 23 53 0 865 3:15 PM 4 251 110 0 44 291 17 0 20 47 8 0 101 36 41 0 970 3:30 PM 3 230 94 1 48 289 13 0 18 36 2 0 63 30 50 0 877 3:45 PM 1 256 124 0 40 293 17 0 8 27 4 0 57 36 49 0 912 4:00 PM 1 214 112 0 53 255 14 0 13 50 6 0 63 37 52 0 870 4:15 PM 3 238 105 1 41 286 24 0 9 28 1 0 72 32 50 0 890 4:30 PM 2 203 83 0 53 279 18 0 14 44 1 0 80 38 39 0 854 4:45 PM 3 239 114 1 53 299 15 1 4 28 2 0 70 32 36 0 897 5:00 PM 1 185 93 0 48 293 16 0 12 45 3 0 73 37 53 0 859 5:15 PM 3 227 113 1 58 293 19 0 10 33 4 0 59 37 45 0 902 5:30 PM 4 175 78 0 54 277 23 0 2 30 2 0 75 33 38 0 791 5:45 PM 7 186 71 0 46 233 20 1 14 25 5 0 50 34 48 0 740 6:00 PM 2 169 64 0 60 269 9 0 7 26 1 0 54 31 34 0 726 6:15 PM 1 153 55 0 58 198 13 0 8 23 1 0 62 40 36 0 648 6:30 PM 2 121 42 0 51 235 15 0 9 20 3 0 55 28 24 0 605 6:45 PM 1 131 43 0 41 207 15 0 7 19 3 0 55 33 24 0 579 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :52 4107 1763 7 1003 5190 325 2 195 643 59 0 1325 662 836 0 16169 APPROACH %'s :0.88% 69.27% 29.74% 0.12% 15.38% 79.60% 4.98% 0.03% 21.74% 71.68% 6.58% 0.00% 46.94% 23.45% 29.61% 0.00% PEAK HR :3:15 PM 286 0 0 TOTAL PEAK HR VOL :9 951 440 1 185 1128 61 0 59 160 20 0 284 139 192 0 3629 PEAK HR FACTOR :0.563 0.929 0.887 0.250 0.873 0.962 0.897 0.000 0.738 0.800 0.625 0.000 0.703 0.939 0.923 0.000 22-020398-006 12/13/2022 03:15 PM - 04:15 PM 0.9350.919 0.976 0.797 0.864 07:30 AM - 08:30 AM 0.916 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.963 0.904 0.801 0.768 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 1st St 1st St E-84 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 1st St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1210120011001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0 60 53 0 10 28 1 0 5 31 0 0 17 7 3 0 215 6:15 AM 1 58 78 0 12 32 4 0 3 33 1 0 25 5 9 0 261 6:30 AM 0 84 78 0 12 57 6 0 3 38 1 0 42 18 21 0 360 6:45 AM 110367 0 1471 5 0 1037 2 0 483321 0412 7:00 AM 2 121 93 1 16 73 9 0 3 43 6 0 43 15 23 0 448 7:15 AM 1 181 97 0 20 110 9 0 7 48 0 0 60 35 36 0 604 7:30 AM 4 221 102 0 26 150 11 0 10 59 3 0 87 42 43 0 758 7:45 AM 0 252 97 0 29 259 13 0 16 58 4 0 113 47 53 0 941 8:00 AM 0 213 86 0 51 275 18 0 13 51 4 0 89 41 45 0 886 8:15 AM 2 262 82 0 33 252 7 0 16 65 3 0 99 35 35 0 891 8:30 AM 0 222 85 0 34 177 16 0 15 50 3 0 90 30 29 0 751 8:45 AM 4 194 89 0 35 178 12 0 11 31 4 0 88 38 42 0 726 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :15 1971 1007 1 292 1662 111 0 112 544 31 0 801 346 360 0 7253 APPROACH %'s :0.50% 65.83% 33.63% 0.03% 14.14% 80.48% 5.38% 0.00% 16.30% 79.18% 4.51% 0.00% 53.15% 22.96% 23.89% 0.00% PEAK HR :07:30 AM 39 0 0 TOTAL PEAK HR VOL :6 948 367 0 139 936 49 0 55 233 14 0 388 165 176 0 3476 PEAK HR FACTOR :0.375 0.905 0.900 0.000 0.681 0.851 0.681 0.000 0.859 0.896 0.875 0.000 0.858 0.878 0.830 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1210120011001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3 199 95 0 30 198 9 0 7 30 5 0 90 21 54 0 741 2:15 PM 3 251 84 1 23 193 9 0 8 31 1 0 89 34 52 0 779 2:30 PM 4 250 83 0 33 219 5 0 16 32 2 0 68 29 48 0 789 2:45 PM 2 268 89 1 57 302 12 0 19 16 7 0 63 34 55 0 925 3:00 PM 5 247 82 0 43 263 22 0 11 51 5 0 83 29 40 0 881 3:15 PM 3 260 78 1 53 266 18 0 7 41 3 0 67 21 48 0 866 3:30 PM 1 257 113 0 53 290 18 0 9 34 4 0 59 35 45 0 918 3:45 PM 5 212 89 0 44 267 17 0 16 43 3 0 65 33 31 0 825 4:00 PM 3 239 109 1 45 292 18 0 7 45 3 0 71 27 37 0 897 4:15 PM 2 232 95 1 38 307 19 0 17 51 3 0 76 34 38 0 913 4:30 PM 4 224 108 0 49 307 26 0 7 36 2 0 70 30 28 0 891 4:45 PM 2 224 90 0 51 263 22 0 14 42 1 0 59 29 40 0 837 5:00 PM 7 254 120 0 47 285 24 0 10 33 2 0 64 39 30 0 915 5:15 PM 0 212 92 0 51 287 15 0 10 40 3 0 82 29 37 0 858 5:30 PM 2 271 106 0 53 286 19 0 11 23 2 0 63 28 43 0 907 5:45 PM 6 191 68 0 64 256 27 0 9 15 1 0 69 33 41 0 780 6:00 PM 2 195 66 0 61 260 3 0 4 18 3 0 58 26 31 0 727 6:15 PM 1 151 54 0 48 244 6 0 6 20 1 0 55 32 33 0 651 6:30 PM 3 148 59 0 56 229 19 0 4 21 4 0 56 29 39 0 667 6:45 PM 2 119 53 0 49 217 19 0 4 25 0 0 58 37 34 0 617 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :60 4404 1733 5 948 5231 327 0 196 647 55 0 1365 609 804 0 16384 APPROACH %'s :0.97% 71.01% 27.94% 0.08% 14.57% 80.40% 5.03% 0.00% 21.83% 72.05% 6.12% 0.00% 49.14% 21.92% 28.94% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :11 1032 362 2 206 1121 70 0 46 142 19 0 272 119 188 0 3590 PEAK HR FACTOR :0.550 0.963 0.801 0.500 0.904 0.928 0.795 0.000 0.605 0.696 0.679 0.000 0.819 0.850 0.855 0.000 Data - Totals Western Ave Western Ave 1st St 1st St 0.946 0.817 0.899 0.856 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-006 12/14/2022 02:45 PM - 03:45 PM 0.9700.948 0.941 0.772 0.952 07:30 AM - 08:30 AM 0.923 E-85 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Weymouth Ave City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 12.50.5012000.50.5100.30.31.30 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 08600114710811000260181 6:15 AM 092101868001122011340230 6:30 AM 0120201698201120010400292 6:45 AM 01190022118001821000570337 7:00 AM 01341026110401921001690367 7:15 AM 01570032140702722000830450 7:30 AM 1201104821611024950101270644 7:45 AM 11601064294100171130001540715 8:00 AM 3180316527360171290101080678 8:15 AM 02132063223150181470051030663 8:30 AM 221230531888011510121120598 8:45 AM 019910541611801543021990557 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :7 1873 15 1 472 1936 82 0 196 66 35 0 7 10 1012 0 5712 APPROACH %'s :0.37% 98.79% 0.79% 0.05% 18.96% 77.75% 3.29% 0.00% 65.99% 22.22% 11.78% 0.00% 0.68% 0.97% 98.35% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :5 754 7 1 240 1006 42 0 76 46 24 0 2 5 492 0 2700 PEAK HR FACTOR :0.417 0.885 0.583 0.250 0.923 0.855 0.700 0.000 0.792 0.821 0.667 0.000 0.500 0.250 0.799 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 12.50.5012000.50.5100.30.31.30 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3233407117812014200031200640 2:15 PM 11981063205120941024800580 2:30 PM 217420662531406520121010628 2:45 PM 3242107323090736022890667 3:00 PM 3165217325720015621151130664 3:15 PM 523930743142005930131130789 3:30 PM 321140762581907560251020698 3:45 PM 224920682621808630051080731 4:00 PM 22633072244140842001730686 4:15 PM 2200507525821015150131070693 4:30 PM 317130822612302154012930669 4:45 PM 1229206528520013330161060734 5:00 PM 31843065288180422001900660 5:15 PM 52410060271190641024890702 5:30 PM 215540792661601140001820620 5:45 PM 01782071196210731001780558 6:00 PM 31630075228180933014650572 6:15 PM 413023601851701411011670486 6:30 PM 39510672092001033014580474 6:45 PM 210730551891701142000540444 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :52 3827 47 4 1390 4837 348 0 200 77 50 1 17 57 1788 0 12695 APPROACH %'s :1.32% 97.38% 1.20% 0.10% 21.14% 73.57% 5.29% 0.00% 60.98% 23.48% 15.24% 0.30% 0.91% 3.06% 96.03% 0.00% PEAK HR :3:15 PM 286 0 0 TOTAL PEAK HR VOL :12 962 12 0 290 1078 71 0 28 24 14 0 3 14 396 0 2904 PEAK HR FACTOR :0.600 0.914 0.750 0.000 0.954 0.858 0.888 0.000 0.875 0.667 0.583 0.000 0.375 0.700 0.876 0.000 Data - Totals Western Ave Western Ave Weymouth Ave Weymouth Ave 0.892 0.875 0.936 0.810 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-005 12/13/2022 03:15 PM - 04:15 PM 0.9200.920 0.882 0.917 0.882 07:30 AM - 08:30 AM 0.944 E-86 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Weymouth Ave City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 12.50.5012000.50.5100.30.31.30 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 07700640101300000270164 6:15 AM 089101246001213000300194 6:30 AM 0112201977101210001460271 6:45 AM 1118102994201541010360302 7:00 AM 01201019100202112000670333 7:15 AM 21671024145403003001860463 7:30 AM 017700441818029730111370588 7:45 AM 2187107728716019920111270729 8:00 AM 01812060297140171980001090707 8:15 AM 02121064267170111440331180714 8:30 AM 21900051217801674002980595 8:45 AM 018510432041601245003820555 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :7 1815 11 0 448 1955 89 0 207 67 35 0 6 12 963 0 5615 APPROACH %'s :0.38% 99.02% 0.60% 0.00% 17.98% 78.45% 3.57% 0.00% 66.99% 21.68% 11.33% 0.00% 0.61% 1.22% 98.17% 0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :4 770 4 0 252 1068 55 0 63 49 18 0 4 6 452 0 2745 PEAK HR FACTOR :0.500 0.908 0.500 0.000 0.818 0.899 0.809 0.000 0.829 0.645 0.563 0.000 0.333 0.500 0.890 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 12.50.5012000.50.5100.30.31.30 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 02002066225110681023980622 2:15 PM 0194105519618012510221240610 2:30 PM 32102071225809410341250665 2:45 PM 22157079263240111330041150736 3:00 PM 2213506826819014510151130714 3:15 PM 1204207125613011130111130677 3:30 PM 025010662681307700031090724 3:45 PM 120010672451701122025940647 4:00 PM 222540802751709110031150732 4:15 PM 22093082282300231060231060758 4:30 PM 4195306927624016620031080706 4:45 PM 3201308423417011540101000663 5:00 PM 1254405426818012720151010727 5:15 PM 220820762743101162002880702 5:30 PM 125310762482408720111120734 5:45 PM 116710752401701842024870618 6:00 PM 316600552411801440004850590 6:15 PM 113010562282101340003560513 6:30 PM 012410661942101561012710502 6:45 PM 01012076186190742004670468 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :29 3919 46 0 1392 4892 380 0 238 109 36 0 19 61 1987 0 13108 APPROACH %'s :0.73% 98.12% 1.15% 0.00% 20.89% 73.41% 5.70% 0.00% 62.14% 28.46% 9.40% 0.00% 0.92% 2.95% 96.13% 0.00% PEAK HR :03:30 PM 287 0 0 TOTAL PEAK HR VOL :5 884 9 0 295 1070 77 0 50 20 9 0 4 14 424 0 2861 PEAK HR FACTOR :0.625 0.884 0.563 0.000 0.899 0.949 0.642 0.000 0.543 0.500 0.375 0.000 0.500 0.700 0.922 0.000 22-020398-005 12/14/2022 03:30 PM - 04:30 PM 0.9440.894 0.915 0.506 0.936 07:45 AM - 08:45 AM 0.941 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.913 0.905 0.739 0.895 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Weymouth Ave Weymouth Ave E-87 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Bynner Dr City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 187001431041100000139 6:15 AM 286001642010100010158 6:30 AM 0116003992031000030227 6:45 AM 01220021121030110000242 7:00 AM 21250041130031000110250 7:15 AM 01521021332062000100299 7:30 AM 31941081993054200030422 7:45 AM 515501182506071200220449 8:00 AM 218010252757033201260507 8:15 AM 220720162053021202320447 8:30 AM 22110051942053000160429 8:45 AM 11930071701011100110377 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :20 1828 5 1 92 1857 30 0 43 18 12 1 3 11 25 0 3946 APPROACH %'s :1.08% 98.60% 0.27% 0.05% 4.65% 93.84% 1.52% 0.00% 58.11% 24.32% 16.22% 1.35% 7.69% 28.21% 64.10% 0.00% PEAK HR :7:45 AM 40 0 0 TOTAL PEAK HR VOL :11753316492418017860381601832 PEAK HR FACTOR :0.550 0.892 0.375 0.250 0.640 0.840 0.643 0.000 0.607 0.667 0.750 0.000 0.375 0.667 0.667 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 122410121604071100330417 2:15 PM 119910111981011200020417 2:30 PM 2182001123510053200250457 2:45 PM 621800102036174200040461 3:00 PM 217810212489080100060474 3:15 PM 323410202828031100210556 3:30 PM 421800222289052101180499 3:45 PM 023510212554082002430535 4:00 PM 424100142184150000260495 4:15 PM 320901172487031200230496 4:30 PM 0189101522313250100010450 4:45 PM 1209201427910071200440533 5:00 PM 0192002623616141301030483 5:15 PM 323421202487162000620532 5:30 PM 114420162474160000050426 5:45 PM 217000161834011100110380 6:00 PM 2146001020110070100230382 6:15 PM 214300111806320301321357 6:30 PM 192001417511110200110299 6:45 PM 39900101807252000010309 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :41 3756 12 2 311 4427 150 13 96 22 25 0 5 33 64 1 8958 APPROACH %'s :1.08% 98.56% 0.31% 0.05% 6.35% 90.33% 3.06% 0.27% 67.13% 15.38% 17.48% 0.00% 4.85% 32.04% 62.14% 0.97% PEAK HR :3:15 PM 286 0 0 TOTAL PEAK HR VOL :11928207798325121520391802085 PEAK HR FACTOR :0.688 0.963 0.500 0.000 0.875 0.871 0.694 0.250 0.656 0.625 0.500 0.000 0.375 0.563 0.563 0.000 Data - Totals Western Ave Western Ave Bynner Dr Bynner Dr 0.901 0.819 0.775 0.750 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-004 12/13/2022 03:15 PM - 04:15 PM 0.9380.960 0.876 0.700 0.750 07:45 AM - 08:45 AM 0.903 E-88 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & Bynner Dr City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 075000370030001010117 6:15 AM 197000511032000000155 6:30 AM 1105001730021000100184 6:45 AM 0113002960110100000214 7:00 AM 0122102980011000010226 7:15 AM 11790051423051000210339 7:30 AM 318410151670092000210384 7:45 AM 115020182705034100120457 8:00 AM 3181002225920520013120490 8:15 AM 119610192688150100130504 8:30 AM 31760051994152101130401 8:45 AM 21801062096081000220417 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :16 1758 6 0 95 1869 29 3 50 16 4 0 3 13 26 0 3888 APPROACH %'s :0.90% 98.76% 0.34% 0.00% 4.76% 93.64% 1.45% 0.15% 71.43% 22.86% 5.71% 0.00% 7.14% 30.95% 61.90% 0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :8703306499619218830262001852 PEAK HR FACTOR :0.667 0.897 0.375 0.000 0.727 0.922 0.594 0.500 0.900 0.500 0.750 0.000 0.500 0.500 0.417 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120001000100 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 118800151985042000340420 2:15 PM 2190101119110071310110419 2:30 PM 2195001019480722001100431 2:45 PM 323700222528222201180540 3:00 PM 221320192258140101230481 3:15 PM 119410162574042100020482 3:30 PM 422800112504030500010506 3:45 PM 121300222254131001020473 4:00 PM 120500132479061000020484 4:15 PM 3225001227411061000010533 4:30 PM 118300152538022100310469 4:45 PM 222010172188132000010473 5:00 PM 322920252409081000440525 5:15 PM 123300212438011200230515 5:30 PM 121310182342082001150486 5:45 PM 218800152195150301100440 6:00 PM 3142101522110011000020396 6:15 PM 114100111947020000110358 6:30 PM 211500151897050000010334 6:45 PM 09500111584122210100277 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :36 3847 9 0 314 4482 139 7 83 23 22 2 5 21 52 0 9042 APPROACH %'s :0.92% 98.84% 0.23% 0.00% 6.35% 90.69% 2.81% 0.14% 63.85% 17.69% 16.92% 1.54% 6.41% 26.92% 66.67% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :10872306898424313490231402009 PEAK HR FACTOR :0.625 0.920 0.375 0.000 0.773 0.957 0.750 0.375 0.813 0.500 0.450 0.000 0.500 0.375 0.438 0.000 22-020398-004 12/14/2022 02:45 PM - 03:45 PM 0.9300.922 0.950 0.813 0.475 07:45 AM - 08:45 AM 0.919 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.902 0.913 0.906 0.438 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave Bynner Dr Bynner Dr E-89 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 9th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120011101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 785100412011404642158 6:15 AM 383302640002105430170 6:30 AM 1411470191300370121170270 6:45 AM 1611090311220137081170289 7:00 AM 1711812021055017240717100325 7:15 AM 26 150 11 0 2 131 1 0 1 11 18 0 16 28 8 0 403 7:30 AM 53 175 18 1 6 185 3 0 2 11 17 0 26 36 13 0 546 7:45 AM 72 150 27 0 15 222 6 0 5 23 33 0 29 36 15 0 633 8:00 AM 24 161 31 0 16 273 6 0 4 19 43 0 35 34 10 0 656 8:15 AM 34 200 31 0 19 180 6 0 6 26 33 0 21 35 22 0 613 8:30 AM 35 188 13 0 6 188 3 0 2 24 29 0 27 32 9 0 556 8:45 AM 31 185 21 0 4 155 6 0 1 12 22 0 18 27 11 0 493 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :332 1719 184 1 76 1747 43 0 24 142 238 0 208 277 119 2 5112 APPROACH %'s :14.85% 76.88% 8.23% 0.04% 4.07% 93.62% 2.30% 0.00% 5.94% 35.15% 58.91% 0.00% 34.32% 45.71% 19.64% 0.33% PEAK HR :7:45 AM 40 0 0 TOTAL PEAK HR VOL :165 699 102 0 56 863 21 0 17 92 138 0 112 137 56 0 2458 PEAK HR FACTOR :0.573 0.874 0.823 0.000 0.737 0.790 0.875 0.000 0.708 0.885 0.802 0.000 0.800 0.951 0.636 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120011101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 29 217 19 0 7 156 6 0 7 24 31 0 26 22 12 0 556 2:15 PM 22 171 16 0 11 168 6 0 7 23 28 0 23 21 13 0 509 2:30 PM 39 172 12 0 17 223 9 0 4 32 33 0 18 27 11 0 597 2:45 PM 41 203 10 1 15 189 4 0 4 26 45 0 26 29 14 0 607 3:00 PM 35 174 21 0 9 205 5 0 7 19 47 0 31 23 11 0 587 3:15 PM 27 217 20 0 20 285 4 0 3 27 60 0 24 18 12 0 717 3:30 PM 31 201 22 0 13 213 8 0 6 31 42 0 26 27 10 0 630 3:45 PM 33 217 22 0 16 223 8 0 8 30 39 0 28 28 14 0 666 4:00 PM 33 223 29 0 23 198 6 0 5 35 50 0 26 32 14 0 674 4:15 PM 22 197 20 0 11 225 7 0 4 37 38 0 18 21 12 0 612 4:30 PM 31 176 24 1 9 211 12 0 9 45 49 0 26 32 12 0 637 4:45 PM 24 183 18 0 16 246 14 0 7 23 56 0 20 23 15 0 645 5:00 PM 39 180 23 0 17 217 5 0 5 31 43 0 25 24 9 0 618 5:15 PM 33 226 31 0 14 230 11 0 3 28 38 0 33 24 9 0 680 5:30 PM 29 138 20 0 15 225 2 0 8 24 41 0 24 22 7 0 555 5:45 PM 33 152 13 0 6 171 5 0 3 21 60 0 17 23 12 0 516 6:00 PM 23 147 19 0 16 189 2 0 1 25 45 0 17 13 5 0 502 6:15 PM 20 129 12 0 13 172 1 0 3 20 23 0 7 11 8 0 419 6:30 PM 18 90 5 0 11 164 1 0 3 16 23 0 23 11 6 0 371 6:45 PM 3 85 8 0 5 173 3 0 1 17 22 0 11 9 11 0 348 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :565 3498 364 2 264 4083 119 0 98 534 813 0 449 440 217 0 11446 APPROACH %'s :12.76% 78.98% 8.22% 0.05% 5.91% 91.42% 2.66% 0.00% 6.78% 36.96% 56.26% 0.00% 40.60% 39.78% 19.62% 0.00% PEAK HR :3:15 PM 286 0 0 TOTAL PEAK HR VOL :124 858 93 0 72 919 26 0 22 123 191 0 104 105 50 0 2687 PEAK HR FACTOR :0.939 0.962 0.802 0.000 0.783 0.806 0.813 0.000 0.688 0.879 0.796 0.000 0.929 0.820 0.893 0.000 22-020398-003 12/13/2022 03:15 PM - 04:15 PM 0.9370.943 0.823 0.933 0.899 07:45 AM - 08:45 AM 0.937 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.911 0.797 0.936 0.953 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 9th St 9th St E-90 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 9th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120011101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 475700341001402210131 6:15 AM 592401451005505950177 6:30 AM 11102700800005106640222 6:45 AM 121108038350164111630253 7:00 AM 14 110 7 0 2 101 1 0 4 10 9 0 11 9 8 0 286 7:15 AM 341749011361008150202890435 7:30 AM 54 167 13 0 2 168 1 0 1 14 18 0 17 35 17 0 507 7:45 AM 66 143 24 0 15 224 7 0 3 28 39 0 37 37 15 0 638 8:00 AM 31 168 24 0 19 262 5 0 2 30 37 0 39 42 10 0 669 8:15 AM 45 176 23 0 14 236 4 0 5 19 21 0 29 37 13 0 622 8:30 AM 34 162 20 0 9 203 4 0 5 32 28 0 28 41 12 0 578 8:45 AM 36 173 22 0 3 184 7 0 2 18 16 0 34 24 13 0 532 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :346 1652 168 0 69 1756 37 0 23 176 197 1 239 276 110 0 5050 APPROACH %'s :15.97% 76.27% 7.76% 0.00% 3.71% 94.31% 1.99% 0.00% 5.79% 44.33% 49.62% 0.25% 38.24% 44.16% 17.60% 0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :176 649 91 0 57 925 20 0 15 109 125 0 133 157 50 0 2507 PEAK HR FACTOR :0.667 0.922 0.948 0.000 0.750 0.883 0.714 0.000 0.750 0.852 0.801 0.000 0.853 0.935 0.833 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120011101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 18 189 18 0 9 198 4 0 6 25 29 0 31 24 8 0 559 2:15 PM 29 162 15 0 9 164 2 0 4 35 43 0 28 26 13 0 530 2:30 PM 36 178 22 0 12 194 9 0 7 30 39 0 21 21 21 0 590 2:45 PM 49 213 27 0 22 201 6 0 8 40 50 0 27 28 14 0 685 3:00 PM 30 192 31 0 19 224 9 0 8 34 56 0 31 30 13 0 677 3:15 PM 30 184 22 0 14 235 4 0 9 31 63 0 28 27 13 0 660 3:30 PM 33 209 23 0 18 222 6 0 5 30 28 0 25 27 14 0 640 3:45 PM 35 184 27 0 16 209 14 0 4 31 38 0 30 27 20 0 635 4:00 PM 36 185 24 0 16 213 9 0 7 43 42 0 24 25 14 0 638 4:15 PM 34 220 22 0 16 257 8 0 5 34 56 0 32 27 6 0 717 4:30 PM 43 172 23 0 22 219 4 0 10 25 49 0 29 35 6 0 637 4:45 PM 32 201 25 0 14 211 5 0 6 30 47 0 27 21 9 0 628 5:00 PM 33 214 23 0 9 206 9 0 10 25 51 0 32 20 16 0 648 5:15 PM 27 218 24 0 20 237 5 0 3 33 48 0 28 23 9 0 675 5:30 PM 23 207 20 0 17 208 3 0 1 23 36 0 23 33 13 0 607 5:45 PM 25 167 17 0 16 207 6 0 5 23 45 0 17 17 9 0 554 6:00 PM 22 142 14 0 20 195 1 0 6 25 46 0 25 26 6 0 528 6:15 PM 20 130 14 0 8 183 6 0 4 18 30 0 14 15 6 0 448 6:30 PM 17 98 9 0 16 160 4 0 8 23 33 0 12 12 7 0 399 6:45 PM 1387905162201163309680351 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :585 3552 409 0 298 4105 116 0 117 574 862 0 493 470 225 0 11806 APPROACH %'s :12.87% 78.13% 9.00% 0.00% 6.59% 90.84% 2.57% 0.00% 7.53% 36.96% 55.51% 0.00% 41.50% 39.56% 18.94% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :142 798 103 0 73 882 25 0 30 135 197 0 111 112 54 0 2662 PEAK HR FACTOR :0.724 0.937 0.831 0.000 0.830 0.938 0.694 0.000 0.833 0.844 0.782 0.000 0.895 0.933 0.964 0.000 Data - Totals Western Ave Western Ave 9th St 9th St 0.939 0.876 0.889 0.934 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-003 12/14/2022 02:45 PM - 03:45 PM 0.9720.902 0.968 0.879 0.936 07:45 AM - 08:45 AM 0.937 E-91 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 19th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120010.50.501110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0682024640182106070156 6:15 AM 082006643091004070176 6:30 AM 0 103 7 0 5 95 5 0 18 0 3 0 11 4 19 0 270 6:45 AM 2976041115015220112180275 7:00 AM 0 117 4 0 11 112 7 0 12 2 1 0 16 1 26 0 309 7:15 AM 1 133 9 0 13 142 6 0 28 4 2 0 19 1 35 0 393 7:30 AM 1 196 16 0 16 218 6 0 31 5 0 0 21 3 37 0 550 7:45 AM 1 162 11 0 18 234 22 0 21 11 2 0 57 12 55 0 606 8:00 AM 1 175 28 0 31 302 26 0 26 10 3 0 48 9 31 0 690 8:15 AM 5 210 25 0 37 200 16 0 20 15 5 0 45 10 41 0 629 8:30 AM 1 190 24 0 21 190 19 0 14 9 0 0 34 2 28 0 532 8:45 AM 1 169 17 0 20 164 13 0 18 5 0 0 27 6 34 0 474 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :13 1702 149 0 184 1878 132 0 230 66 19 0 299 50 338 0 5060 APPROACH %'s :0.70% 91.31% 7.99% 0.00% 8.39% 85.60% 6.02% 0.00% 73.02% 20.95% 6.03% 0.00% 43.52% 7.28% 49.20% 0.00% PEAK HR :7:30 AM 39 0 0 TOTAL PEAK HR VOL :8 743 80 0 102 954 70 0 98 41 10 0 171 34 164 0 2475 PEAK HR FACTOR :0.400 0.885 0.714 0.000 0.689 0.790 0.673 0.000 0.790 0.683 0.500 0.000 0.750 0.708 0.745 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120010.50.501110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 2 221 23 0 24 177 16 0 30 7 6 0 21 3 34 0 564 2:15 PM 3 159 29 0 28 155 29 0 25 10 3 0 33 4 27 0 505 2:30 PM 2 198 31 0 39 224 20 0 23 5 3 0 21 6 27 0 599 2:45 PM 1 210 29 0 42 207 29 0 29 7 2 0 21 4 28 0 609 3:00 PM 3 191 27 0 44 209 20 0 27 3 1 0 17 10 24 0 576 3:15 PM 4 217 27 0 51 264 34 0 24 13 4 0 22 4 32 0 696 3:30 PM 0 239 33 0 59 221 19 0 22 10 5 0 17 8 27 0 660 3:45 PM 5 222 35 0 52 193 16 0 23 13 9 0 21 8 19 0 616 4:00 PM 4 249 35 0 46 232 29 0 22 6 4 0 23 3 33 0 686 4:15 PM 2 200 33 0 35 175 22 0 17 6 2 0 31 9 20 0 552 4:30 PM 1 188 34 0 48 245 27 0 30 12 2 0 16 4 27 0 634 4:45 PM 1 215 44 0 46 226 26 0 12 11 3 0 36 7 13 0 640 5:00 PM 1 225 33 0 46 211 27 0 25 8 2 0 12 7 26 0 623 5:15 PM 3 216 33 0 57 204 25 0 43 13 2 0 21 7 22 0 646 5:30 PM 2 162 22 0 64 233 23 0 17 9 2 0 14 5 24 0 577 5:45 PM 1 167 26 0 34 172 29 0 19 3 3 0 12 7 20 0 493 6:00 PM 2 157 22 0 45 188 22 0 24 6 6 0 11 6 16 0 505 6:15 PM 2 115 21 1 36 146 18 0 16 5 3 0 15 7 24 0 409 6:30 PM 3 90 17 0 25 156 22 0 11 1 5 0 12 8 21 0 371 6:45 PM 3831803313622010330913110344 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :45 3724 572 1 854 3974 475 0 449 151 70 0 385 130 475 0 11305 APPROACH %'s :1.04% 85.77% 13.17% 0.02% 16.10% 74.94% 8.96% 0.00% 67.01% 22.54% 10.45% 0.00% 38.89% 13.13% 47.98% 0.00% PEAK HR :3:15 PM 286 0 0 TOTAL PEAK HR VOL :13 927 130 0 208 910 98 0 91 42 22 0 83 23 111 0 2658 PEAK HR FACTOR :0.650 0.931 0.929 0.000 0.881 0.862 0.721 0.000 0.948 0.808 0.611 0.000 0.902 0.719 0.841 0.000 22-020398-002 12/13/2022 03:15 PM - 04:15 PM 0.9550.929 0.871 0.861 0.919 07:30 AM - 08:30 AM 0.897 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.866 0.784 0.931 0.744 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 19th St 19th St E-92 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 19th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200120012001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 0603054010140204160136 6:15 AM 0842064510121109240167 6:30 AM 29330282301911082150231 6:45 AM 388504832019810113210248 7:00 AM 0 103 6 0 10 108 6 0 18 2 3 0 13 1 24 0 294 7:15 AM 1 134 9 0 12 120 13 0 29 4 0 0 21 2 51 0 396 7:30 AM 1 185 15 0 23 187 8 0 26 7 0 0 18 5 50 0 525 7:45 AM 1 167 19 0 29 249 15 0 27 6 2 0 47 13 43 0 618 8:00 AM 0 194 34 0 39 267 20 0 23 1 3 0 42 6 28 0 657 8:15 AM 0 167 22 0 30 257 16 0 25 17 3 0 54 16 42 0 649 8:30 AM 1 193 22 1 22 255 7 0 14 4 1 0 47 6 29 0 602 8:45 AM 1 172 15 1 17 200 11 0 17 4 4 0 33 8 46 0 529 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :10 1640 155 2 199 1893 103 0 243 55 21 0 307 65 359 0 5052 APPROACH %'s :0.55% 90.76% 8.58% 0.11% 9.07% 86.24% 4.69% 0.00% 76.18% 17.24% 6.58% 0.00% 42.00% 8.89% 49.11% 0.00% PEAK HR :07:45 AM 40 0 0 TOTAL PEAK HR VOL :2 721 97 1 120 1028 58 0 89 28 9 0 190 41 142 0 2526 PEAK HR FACTOR :0.500 0.929 0.713 0.250 0.769 0.963 0.725 0.000 0.824 0.412 0.750 0.000 0.880 0.641 0.826 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200120012001110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 3 187 23 0 34 196 21 0 25 13 5 0 23 6 23 0 559 2:15 PM 1 177 20 0 24 184 11 0 18 6 4 0 18 9 29 0 501 2:30 PM 1 192 29 0 34 193 25 0 19 5 6 0 22 6 29 0 561 2:45 PM 3 248 48 0 44 204 29 0 23 14 7 0 23 4 32 0 679 3:00 PM 4 213 43 0 47 243 26 0 24 13 5 0 18 2 32 0 670 3:15 PM 3 183 33 0 58 208 29 0 17 8 5 0 28 9 30 0 611 3:30 PM 1 251 30 0 51 232 15 0 16 14 7 0 15 4 20 0 656 3:45 PM 2 205 27 0 42 184 19 0 27 10 8 0 16 6 28 0 574 4:00 PM 2 227 28 0 34 219 18 0 22 9 6 0 22 3 23 0 613 4:15 PM 4 208 25 0 49 235 28 0 29 9 5 0 22 6 26 0 646 4:30 PM 3 203 42 0 64 246 17 0 23 10 0 0 18 6 34 0 666 4:45 PM 3 202 28 0 36 200 19 0 18 7 3 0 21 14 24 0 575 5:00 PM 2 227 34 0 42 224 30 0 29 10 3 0 24 6 36 0 667 5:15 PM 2 219 26 0 60 208 30 0 27 4 8 0 11 9 28 0 632 5:30 PM 1 210 33 0 64 183 22 0 24 13 4 0 17 6 27 0 604 5:45 PM 2 187 34 0 50 160 31 0 15 5 1 1 15 4 25 0 530 6:00 PM 2 152 21 0 50 197 23 0 13 3 3 0 24 5 21 0 514 6:15 PM 0 132 28 0 46 141 20 0 18 0 3 0 13 8 16 0 425 6:30 PM 0 92 22 0 41 158 21 0 11 1 0 0 13 5 27 0 391 6:45 PM 1 86 18 0 38 131 19 0 14 11 0 0 12 4 13 0 347 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :40 3801 592 0 908 3946 453 0 412 165 83 1 375 122 523 0 11421 APPROACH %'s :0.90% 85.74% 13.35% 0.00% 17.11% 74.35% 8.54% 0.00% 62.33% 24.96% 12.56% 0.15% 36.76% 11.96% 51.27% 0.00% PEAK HR :02:45 PM 284 0 0 TOTAL PEAK HR VOL :11 895 154 0 200 887 99 0 80 49 24 0 84 19 114 0 2616 PEAK HR FACTOR :0.688 0.891 0.802 0.000 0.862 0.913 0.853 0.000 0.833 0.875 0.857 0.000 0.750 0.528 0.891 0.000 22-020398-002 12/14/2022 02:45 PM - 03:45 PM 0.9630.886 0.938 0.869 0.810 07:45 AM - 08:45 AM 0.961 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.900 0.925 0.700 0.833 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND Data - Totals Western Ave Western Ave 19th St 19th St E-93 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 25th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200121021101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 07006533034800017210131 6:15 AM 060088410531110022230173 6:30 AM 1111010770046900143390238 6:45 AM 1830105900551620537410273 7:00 AM 0104011784048910763480292 7:15 AM 1 20 5 0 28 9 101 0 62 28 2 0 3 45 59 0 363 7:30 AM 2266 02928147074432 010761010544 7:45 AM 2 14 9 0 48 35 184 0 95 37 0 0 15 123 70 0 632 8:00 AM 3 29 15 0 77 46 183 0 94 52 0 0 28 103 74 0 704 8:15 AM 3 31 13 0 52 30 138 0 132 67 5 0 17 85 74 0 647 8:30 AM 2 24 16 0 35 35 136 0 116 71 5 0 12 87 59 0 598 8:45 AM 4 23 9 0 25 23 104 0 103 53 9 0 10 70 56 0 489 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :19 209 81 0 339 238 1311 0 912 404 27 0 108 771 665 0 5084 APPROACH %'s :6.15% 67.64% 26.21% 0.00% 17.96% 12.61% 69.44% 0.00% 67.91% 30.08% 2.01% 0.00% 6.99% 49.94% 43.07% 0.00% PEAK HR :7:45 AM 40 TOTAL PEAK HR VOL :10 98 53 0 212 146 641 0 437 227 10 0 72 398 277 0 2581 PEAK HR FACTOR :0.833 0.790 0.828 0.000 0.688 0.793 0.871 0.000 0.828 0.799 0.500 0.000 0.643 0.809 0.936 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200121021101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 11 25 28 0 55 23 64 0 118 67 4 0 16 62 54 0 527 2:15 PM 5 25 12 0 40 28 95 0 103 62 1 0 18 83 52 0 524 2:30 PM 6 29 21 0 61 29 110 0 110 56 2 0 25 75 58 0 582 2:45 PM 13 41 14 0 74 27 100 0 104 63 2 0 17 69 68 0 592 3:00 PM 6 27 13 0 65 31 91 0 110 95 3 0 22 67 62 0 592 3:15 PM 4 21 20 0 84 31 121 0 138 76 4 0 22 69 52 0 642 3:30 PM 8 27 29 0 69 19 104 0 161 94 5 0 18 79 46 0 659 3:45 PM 13 39 13 0 63 25 87 0 144 105 3 0 19 51 56 0 618 4:00 PM 2 32 24 0 66 38 96 1 145 93 6 0 25 71 55 0 654 4:15 PM 8 29 16 0 64 26 85 0 136 76 2 0 28 78 51 0 599 4:30 PM 8 29 24 0 70 25 104 0 132 84 6 0 21 61 46 0 610 4:45 PM 7 39 23 1 88 31 112 0 115 91 3 0 21 55 50 0 636 5:00 PM 10 40 13 0 82 21 89 0 149 98 5 0 21 64 60 0 652 5:15 PM 4 25 20 0 75 25 92 0 140 102 2 0 18 69 51 0 623 5:30 PM 4 22 13 0 97 19 95 0 92 89 1 0 8 58 46 0 544 5:45 PM 1 15 16 0 79 17 85 0 108 75 2 0 12 44 45 0 499 6:00 PM 2 16 6 0 77 12 86 0 87 57 2 0 11 41 48 0 445 6:15 PM 3116 062877076592 01124350374 6:30 PM 5 11 4 0 67 18 63 0 48 52 0 0 9 43 35 0 355 6:45 PM 2 10 4 0 54 9 65 0 51 30 1 0 2 46 29 0 303 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :122 513 319 1 1392 462 1821 1 2267 1524 56 0 344 1209 999 0 11030 APPROACH %'s :12.77% 53.72% 33.40% 0.10% 37.87% 12.57% 49.54% 0.03% 58.93% 39.62% 1.46% 0.00% 13.48% 47.37% 39.15% 0.00% PEAK HR :3:15 PM 12:00 AM TOTAL PEAK HR VOL :27 119 86 0 282 113 408 1 588 368 18 0 84 270 209 0 2573 PEAK HR FACTOR :0.519 0.763 0.741 0.000 0.839 0.743 0.843 0.250 0.913 0.876 0.750 0.000 0.840 0.854 0.933 0.000 03:15 PM - 04:15 PM 0.9760.892 0.852 0.937 0.932 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:45 AM - 08:45 AM 0.9170.856 0.816 0.826 0.898 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-001 12/13/2022 Data - Total Western Ave Western Ave 25th St 25th St E-94 National Data & Surveying Services Intersection Turning Movement Count Location:Western Ave & 25th St City:San Pedro Project ID: Control:Signalized Date: NS/EW Streets: 1200121021101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:00 AM 15307621032620318260130 6:15 AM 062015340531110020230156 6:30 AM 18109566052800335310219 6:45 AM 2111077730491200337350237 7:00 AM 0 10 2 0 16 9 80 0 51 22 3 0 7 42 45 0 287 7:15 AM 0 16 4 0 22 8 92 0 58 23 1 0 3 50 59 0 336 7:30 AM 1 24 5 0 32 19 130 0 72 21 0 0 6 70 94 0 474 7:45 AM 3 13 14 0 56 34 184 0 88 31 4 0 17 104 77 0 625 8:00 AM 3 29 9 0 56 39 179 0 99 47 1 0 24 115 71 0 672 8:15 AM 5 21 12 0 73 52 169 0 87 62 0 0 29 107 88 0 705 8:30 AM 2299 04245173092637 02291670642 8:45 AM 3 16 3 0 19 32 156 0 108 43 5 0 28 100 61 0 574 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :21 188 65 0 340 261 1357 0 841 349 24 0 145 789 677 0 5057 APPROACH %'s :7.66% 68.61% 23.72% 0.00% 17.36% 13.33% 69.31% 0.00% 69.28% 28.75% 1.98% 0.00% 9.00% 48.98% 42.02% 0.00% PEAK HR :07:45 AM 40 TOTAL PEAK HR VOL :13 92 44 0 227 170 705 0 366 203 12 0 92 417 303 0 2644 PEAK HR FACTOR :0.650 0.793 0.786 0.000 0.777 0.817 0.958 0.000 0.924 0.806 0.429 0.000 0.793 0.907 0.861 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1200121021101110 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 2:00 PM 6 3121 0 592678 0 9155 6 0 249654 0547 2:15 PM 1 32 19 0 61 36 91 0 113 61 1 0 25 85 49 0 574 2:30 PM 6 22 11 0 43 27 103 0 105 74 5 0 20 81 71 0 568 2:45 PM 5 72 27 0 81 23 106 0 150 96 1 0 12 74 71 0 718 3:00 PM 11 28 21 0 65 24 116 0 131 96 5 0 21 66 47 0 631 3:15 PM 5 21 22 0 83 25 104 0 121 92 3 0 11 69 61 0 617 3:30 PM 7 28 15 0 56 38 98 0 145 86 5 0 14 76 58 0 626 3:45 PM 6 27 17 0 74 15 97 0 142 78 2 0 10 47 46 0 561 4:00 PM 4 32 18 0 71 26 109 0 146 74 5 0 18 57 60 0 620 4:15 PM 3 21 15 0 82 43 94 0 119 86 4 0 17 60 55 0 599 4:30 PM 7 27 24 0 66 48 95 0 129 66 2 0 28 63 67 0 622 4:45 PM 5 28 27 0 80 26 86 0 149 81 5 0 17 62 55 0 621 5:00 PM 3 32 16 0 75 21 104 0 158 78 3 0 14 67 47 0 618 5:15 PM 3 28 18 0 95 17 85 0 150 80 2 0 17 54 57 0 606 5:30 PM 7 19 15 0 70 19 73 0 127 87 2 0 9 64 48 0 540 5:45 PM 1 23 7 0 74 16 88 0 124 59 1 0 9 47 51 0 500 6:00 PM 1 16 8 0 75 15 90 0 82 71 0 0 2 37 43 0 440 6:15 PM 3 14 4 0 68 11 68 0 82 53 1 0 8 37 38 0 387 6:30 PM 4 11 7 0 71 9 69 0 57 46 0 0 3 36 27 0 340 6:45 PM 57404913600524310747260314 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :93 519 316 0 1398 478 1814 0 2373 1462 54 0 286 1225 1031 0 11049 APPROACH %'s :10.02% 55.93% 34.05% 0.00% 37.89% 12.95% 49.16% 0.00% 61.02% 37.59% 1.39% 0.00% 11.25% 48.19% 40.56% 0.00% PEAK HR :02:45 PM 284 TOTAL PEAK HR VOL :28 149 85 0 285 110 424 0 547 370 14 0 58 285 237 0 2592 PEAK HR FACTOR :0.636 0.517 0.787 0.000 0.858 0.724 0.914 0.000 0.912 0.964 0.700 0.000 0.690 0.938 0.835 0.000 02:45 PM - 03:45 PM 0.9030.630 0.966 0.942 0.924 PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 07:45 AM - 08:45 AM 0.9380.909 0.937 0.897 0.906 AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 22-020398-001 12/14/2022 Data - Total Western Ave Western Ave 25th St 25th St E-95 Western Ave Traffic Flow Improvements Traffic Study Iteris, Inc.    Median Openings  E-96 Date:8/29/2023 Site Code:1 Location:Rolling Hills View Ctr Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 1 3 4 7:00 AM011 7:15 AM 1 2 3 7:15 AM022 7:30 AM 0 0 0 7:30 AM134 7:45 AM 0 2 2 7:45 AM000 8:00 AM 1 4 5 8:00 AM055 8:15 AM 1 3 4 8:15 AM022 8:30 AM 6 2 8 8:30 AM044 8:45 AM 3 0 3 8:45 AM123 AM Total13162929AM Total 2 19 21 21 4:00 PM 6 6 12 4:00 PM 21012 4:15 PM 1 6 7 4:15 PM066 4:30 PM 4 5 9 4:30 PM 01010 4:45 PM 4 9 13 4:45 PM044 5:00 PM 5 7 12 5:00 PM 11213 5:15 PM 7 4 11 5:15 PM099 5:30 PM 2 5 7 5:30 PM066 5:45 PM 6 1 7 5:45 PM 01010 PM Total35437878PM Total 3 67 70 70 Total 48 59 107 107 Total 5 86 91 91 3837 41 9 20 Ins Outs 7 14 32 E-97 Date:8/29/2023 Site Code:2 Location:Garden Village Shopping Ctr Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 17 4 21 7:00 AM033 7:15 AM 18 6 24 7:15 AM145 7:30 AM 11 1 12 7:30 AM246 7:45 AM 11 3 14 7:45 AM044 8:00 AM 18 7 25 8:00 AM044 8:15 AM 11 6 17 8:15 AM257 8:30 AM 18 9 27 8:30 AM235 8:45 AM 14 10 24 8:45 AM246 AM Total 118 46 164 164 AM Total 9 31 40 40 4:00 PM 19 13 32 4:00 PM 6 6 12 4:15 PM 19 17 36 4:15 PM 21012 4:30 PM 24 15 39 4:30 PM 11011 4:45 PM 26 18 44 4:45 PM 21113 5:00 PM 37 12 49 5:00 PM055 5:15 PM 25 13 38 5:15 PM 2 9 11 5:30 PM 22 15 37 5:30 PM 21012 5:45 PM 17 9 26 5:45 PM 11213 PM Total 189 112 301 301 PM Total16738989 Total 307 158 465 465 Total 25 104 129 129 151 48 150 41 Ins Outs 71 18 93 22 E-98 Date:8/29/2023 Site Code:3 Location:Westmont Plaza Shopping Ctr Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 3 5 8 7:00 AM415 7:15 AM 3 7 10 7:15 AM011 7:30 AM 3 4 7 7:30 AM314 7:45 AM 3 8 11 7:45 AM112 8:00 AM 6 8 14 8:00 AM123 8:15 AM 4 15 19 8:15 AM235 8:30 AM 6 9 15 8:30 AM101 8:45 AM 6 8 14 8:45 AM 6 5 11 AM Total 34 64 98 98 AM Total18143232 4:00 PM 5 16 21 4:00 PM 9 5 14 4:15 PM 5 13 18 4:15 PM538 4:30 PM 6 14 20 4:30 PM729 4:45 PM 5 12 17 4:45 PM 10 1 11 5:00 PM 5 14 19 5:00 PM358 5:15 PM 5 11 16 5:15 PM415 5:30 PM 5 13 18 5:30 PM 6 5 11 5:45 PM 6 9 15 5:45 PM 6 4 10 PM Total 42 102 144 144 PM Total50267676 Total 76 166 242 242 Total 68 40 108 108 76 42 68 34 Ins Outs 36 12 62 20 E-99 Date:8/29/2023 Site Code:4 Location:Palos Verdes Plaza Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 0 1 1 7:00 AM224 7:15 AM 1 1 2 7:15 AM000 7:30 AM 1 0 1 7:30 AM112 7:45 AM 1 1 2 7:45 AM022 8:00 AM 4 1 5 8:00 AM011 8:15 AM 9 1 10 8:15 AM044 8:30 AM 6 2 8 8:30 AM 2 8 10 8:45 AM 17 1 18 8:45 AM156 AM Total 39 8 47 47 AM Total 6 23 29 29 4:00 PM 7 4 11 4:00 PM 62026 4:15 PM 17 7 24 4:15 PM 51217 4:30 PM 15 4 19 4:30 PM 22628 4:45 PM 15 10 25 4:45 PM 42933 5:00 PM 7 2 9 5:00 PM 31316 5:15 PM 10 4 14 5:15 PM 61622 5:30 PM 3 3 6 5:30 PM 7 8 15 5:45 PM 6 2 8 5:45 PM 31013 PM Total 80 36 116 116 PM Total 36 134 170 170 Total 119 44 163 163 Total 42 157 199 199 79 104 37 66 Ins Outs 68 41 21 E-100 Date:8/29/2023 Site Code:5 Location:Terraces at South Bay /Harbour Cove Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total 7:00 AM 10 0 2 12 7:00 AM0088 7:15 AM 14 0 1 15 7:15 AM 0 0 18 18 7:30 AM 16 0 3 19 7:30 AM 0 0 12 12 7:45 AM 32 0 3 35 7:45 AM 0 0 14 14 8:00 AM 39 0 8 47 8:00 AM 0 0 12 12 8:15 AM 50 0 7 57 8:15 AM 0 0 10 10 8:30 AM 45 0 8 53 8:30 AM 0 0 13 13 8:45 AM 48 1 5 54 8:45 AM 0 0 10 10 AM Total 254 1 37 292 292 AM Total 0 0 97 97 97 4:00 PM 58 0 13 71 4:00 PM 0 0 37 37 4:15 PM 54 1 16 71 4:15 PM 0 0 28 28 4:30 PM 51 0 13 64 4:30 PM 0 0 26 26 4:45 PM 64 0 19 83 4:45 PM 0 0 22 22 5:00 PM 52 0 20 72 5:00 PM 0 0 30 30 5:15 PM 60 0 22 82 5:15 PM 0 0 24 24 5:30 PM 67 0 20 87 5:30 PM 0 0 27 27 5:45 PM 46 0 14 60 5:45 PM 0 0 30 30 PM Total 452 1 137 590 590 PM Total 0 0 224 224 224 Total 706 2 174 882 882 Total 0 0 321 321 321 Ins Outs 81 52 211 45 (West of Western Ave) 289 113 301 111 E-101 Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total 7:00 AM3003 7:00 AM0000 7:15 AM2046 7:15 AM0000 7:30 AM3025 7:30 AM0022 7:45 AM6028 7:45 AM0000 8:00 AM 8 0 2 10 8:00 AM0011 8:15 AM 8 0 2 10 8:15 AM0022 8:30 AM 7 0 5 12 8:30 AM0011 8:45 AM 12 0 9 21 8:45 AM0112 AM Total 49 0 26 75 75 AM Total 01788 4:00 PM 10 0 1 11 4:00 PM0022 4:15 PM7029 4:15 PM0156 4:30 PM 8 0 5 13 4:30 PM0033 4:45 PM6039 4:45 PM0033 5:00 PM5005 5:00 PM0044 5:15 PM3014 5:15 PM0044 5:30 PM5016 5:30 PM0011 5:45 PM6028 5:45 PM0033 PM Total 50 0 15 65 65 PM Total 0 1 25 26 26 Total 99 0 41 140 140 Total 0 2 32 34 34 (East of Western Ave) 42 14 23 12 Ins Outs 22 2 53 6 E-102 Date:8/29/2023 Site Code:6 Location:Park Plaza Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Through Right Turn Total Total Start Time Left Turn Through Right Turn Total Total 7:00 AM10 01 7:00 AM0011 7:15 AM10 01 7:15 AM0000 7:30 AM10 01 7:30 AM0000 7:45 AM30 03 7:45 AM0112 8:00 AM30 03 8:00 AM1001 8:15 AM10 01 8:15 AM1124 8:30 AM42 06 8:30 AM0112 8:45 AM42 06 8:45 AM1135 AM Total 18 4 0 22 22 AM Total 3 4 8 15 15 4:00 PM50 16 4:00 PM0303 4:15 PM43 07 4:15 PM1067 4:30 PM60 06 4:30 PM2237 4:45 PM34 07 4:45 PM0347 5:00 PM70 07 5:00 PM1124 5:15 PM70 07 5:15 PM0134 5:30 PM51 06 5:30 PM1124 5:45 PM43 07 5:45 PM12710 PM Total 41 11 1 53 53 PM Total 6 13 27 46 46 Total 59 15 1 75 75 Total 9 17 35 61 61 26 24 27 22 Ins Outs 63 16 12 E-103 Date:8/29/2023 Site Code:7 Location:Starbucks/Bagels Galore Ctr Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 7 1 8 7:00 AM 01010 7:15 AM 7 5 12 7:15 AM044 7:30 AM 15 2 17 7:30 AM 2 9 11 7:45 AM 15 2 17 7:45 AM 1 9 10 8:00 AM 22 10 32 8:00 AM 11112 8:15 AM 8 8 16 8:15 AM 11819 8:30 AM 17 7 24 8:30 AM 02020 8:45 AM 15 5 20 8:45 AM 11314 AM Total 106 40 146 146 AM Total 6 94 100 100 4:00 PM 14 6 20 4:00 PM 01919 4:15 PM 6 5 11 4:15 PM 21416 4:30 PM 9 3 12 4:30 PM189 4:45 PM 14 5 19 4:45 PM 11011 5:00 PM 15 4 19 5:00 PM 11617 5:15 PM 12 4 16 5:15 PM 11718 5:30 PM 16 4 20 5:30 PM 21719 5:45 PM 13 2 15 5:45 PM 11314 PM Total 99 33 132 132 PM Total 9 114 123 123 Total 205 73 278 278 Total 15 208 223 223 62 55 70 68 Ins Outs 54 35 92 65 E-104 Date:8/29/2023 Site Code:8 Location:America's Best Value Inn Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 2 0 2 7:00 AM022 7:15 AM 5 0 5 7:15 AM000 7:30 AM 5 0 5 7:30 AM011 7:45 AM 7 0 7 7:45 AM101 8:00 AM 1 0 1 8:00 AM011 8:15 AM 2 0 2 8:15 AM101 8:30 AM 1 0 1 8:30 AM000 8:45 AM 2 0 2 8:45 AM011 AM Total 25 0 25 25 AM Total2577 4:00 PM 3 2 5 4:00 PM022 4:15 PM 8 2 10 4:15 PM011 4:30 PM 4 2 6 4:30 PM134 4:45 PM 7 2 9 4:45 PM000 5:00 PM 4 2 6 5:00 PM000 5:15 PM 7 5 12 5:15 PM022 5:30 PM 4 0 4 5:30 PM033 5:45 PM 10 3 13 5:45 PM112 PM Total 47 18 65 65 PM Total 2 12 14 14 Total 72189090Total 4 172121 30 7 35 7 Ins Outs 19 4 63 E-105 Date:8/29/2023 Site Code:9 Location:Dodsons Ave/Western Ave Time:7:00‐9:00 AM | 4:00‐6:00 PM Start Time Left Turn Right Turn Total Total Start Time Left Turn Right Turn Total Total 7:00 AM 2 1 3 7:00 AM 3 7 10 7:15 AM 3 9 12 7:15 AM 10 6 16 7:30 AM 5 9 14 7:30 AM459 7:45 AM 7 8 15 7:45 AM 7 6 13 8:00 AM 13 11 24 8:00 AM 4 7 11 8:15 AM 6 20 26 8:15 AM437 8:30 AM 2 17 19 8:30 AM 2 9 11 8:45 AM 2 17 19 8:45 AM336 AM Total 40 92 132 132 AM Total37468383 4:00 PM 9 15 24 4:00 PM628 4:15 PM 10 20 30 4:15 PM 8 2 10 4:30 PM 11 16 27 4:30 PM819 4:45 PM 6 13 19 4:45 PM639 5:00 PM 15 18 33 5:00 PM549 5:15 PM 6 18 24 5:15 PM516 5:30 PM 13 15 28 5:30 PM437 5:45 PM 9 23 32 5:45 PM 9 4 13 PM Total 79 138 217 217 PM Total51207171 Total 119 230 349 349 Total 88 66 154 154 100 36 117 35 Ins Outs 44 48 88 35 E-106 Western Ave Traffic Flow Improvements Traffic Study Iteris, Inc.    Travel Time Runs  E-107 National Data and Surveying Services 22-020397 NB WESTERN AVE DAY 1 AM Study Name : NB WESTERN AVE DAY 1 AM Study Date : 12/6/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 25th St 2 1674 19th St 57.0 0.3 20.0 18.5 12.8 28.3 57.0 3 3870 9th St 66.8 0.0 39.5 0.0 0.0 5.8 50.8 4 902 Bynner Dr 16.0 0.0 38.4 0.0 0.0 0.3 16.0 5 2227 Weymouth Ave 62.3 1.0 24.4 11.5 12.8 30.0 57.3 6 505 1st St 14.5 0.0 23.7 2.8 0.0 7.5 14.5 7 1310 Summerland Ave 46.3 0.5 19.3 18.8 12.8 23.3 46.3 8 1108 Crestwood St 27.0 0.3 28.0 5.0 1.5 9.8 27.0 9 762 Park Western Dr 21.5 0.3 24.2 5.0 3.3 8.8 21.5 10 580 Capitol Dr 16.5 0.3 24.0 4.0 0.5 7.8 16.5 11 1603 Caddington Dr 30.3 0.0 36.1 0.0 0.0 1.0 28.8 12 980 Toscanini Dr 18.8 0.0 35.6 1.3 0.0 3.8 18.8 13 1175 Westmont Dr 51.3 0.8 15.6 25.0 13.8 37.3 51.3 14 1390 Highpark Dr 48.3 0.8 19.6 17.8 2.8 28.8 48.3 15 1249 Horizon Way 23.8 0.0 35.9 0.0 0.0 0.0 23.8 16 2078 Peninsula Verde Dr 35.0 0.0 40.5 0.0 0.0 0.0 32.5 17 1194 Palos Verdes Dr N 39.8 0.3 20.5 17.0 15.0 21.5 37.3 18 2233 262nd St 41.5 0.0 36.7 0.0 0.0 2.0 41.5 19 855 Anaheim St 37.8 0.8 15.4 19.0 12.0 25.3 37.8 20 807 Pacific Coast Hwy 26.8 0.5 20.6 8.5 0.8 14.0 26.3 Total 26,502 680.8 5.5 26.5 154.0 87.8 254.8 652.8 Stats based on 4 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-108 National Data and Surveying Services 22-020397 NB WESTERN AVE DAY 1 PM Study Name : NB WESTERN AVE DAY 1 PM Study Date : 12/6/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 25th St 2 1662 19th St 53.5 0.5 21.2 16.2 8.0 27.7 53.5 3 3908 9th St 78.7 0.3 33.9 2.5 7.3 15.8 66.2 4 920 Bynner Dr 28.5 0.5 22.0 7.8 3.7 14.3 28.5 5 2186 Weymouth Ave 65.7 0.3 22.7 22.0 19.5 31.0 63.8 6 520 1st St 31.0 0.3 11.4 20.0 14.0 24.8 30.0 7 1354 Summerland Ave 71.8 0.8 12.9 40.8 24.8 52.7 71.8 8 1095 Crestwood St 29.5 0.2 25.3 4.7 1.5 9.7 29.5 9 767 Park Western Dr 40.7 0.7 12.9 23.0 13.7 30.7 40.7 10 581 Capitol Dr 31.8 0.7 12.4 18.3 9.5 25.8 31.8 11 1604 Caddington Dr 52.0 0.7 21.0 16.8 6.5 26.3 52.0 12 976 Toscanini Dr 24.5 0.2 27.2 4.5 3.0 6.3 24.5 13 1166 Westmont Dr 41.8 0.7 19.0 15.7 7.5 23.5 41.8 14 1406 Highpark Dr 39.7 0.2 24.2 8.7 5.0 14.3 39.7 15 1230 Horizon Way 32.8 0.3 25.5 8.8 5.0 12.5 32.0 16 2080 Peninsula Verde Dr 37.2 0.0 38.2 0.0 0.0 0.7 35.0 17 1166 Palos Verdes Dr N 33.2 0.2 24.0 9.2 6.3 14.5 33.2 18 2257 262nd St 43.2 0.0 35.6 0.2 0.0 2.3 42.2 19 869 Anaheim St 20.5 0.2 28.9 1.8 1.7 7.2 19.7 20 944 Pacific Coast Hwy 72.0 0.8 8.9 51.8 38.7 58.0 71.5 Total 26,691 828.0 7.5 22.0 272.8 175.7 398.2 807.3 Stats based on 6 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-109 National Data and Surveying Services 22-020397 NB WESTERN AVE DAY 2 AM Study Name : NB WESTERN AVE DAY 2 AM Study Date : 12/7/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 25th St 2 1656 19th St 43.0 0.3 26.3 4.5 0.8 14.8 43.0 3 3911 9th St 74.5 0.3 35.8 4.5 7.8 13.8 56.3 4 914 Bynner Dr 18.5 0.3 33.7 1.3 0.0 3.3 16.8 5 2225 Weymouth Ave 65.5 1.0 23.2 14.5 15.0 34.3 56.8 6 477 1st St 11.8 0.0 27.7 0.8 0.0 3.3 11.8 7 1351 Summerland Ave 47.8 0.5 19.3 16.8 9.8 24.3 47.8 8 1137 Crestwood St 49.8 1.0 15.6 23.8 10.0 35.8 49.8 9 693 Park Western Dr 17.5 0.0 27.0 1.3 0.0 6.8 17.5 10 585 Capitol Dr 12.8 0.0 31.3 0.3 0.0 0.0 12.8 11 1644 Caddington Dr 31.0 0.0 36.2 0.0 0.0 1.0 31.0 12 946 Toscanini Dr 20.3 0.0 31.9 1.8 0.0 3.5 20.3 13 1187 Westmont Dr 55.3 0.5 14.6 30.0 23.8 36.5 55.3 14 1410 Highpark Dr 48.8 0.5 19.7 17.5 7.5 25.8 48.8 15 1250 Horizon Way 37.0 0.3 23.0 12.5 10.0 14.8 37.0 16 2055 Peninsula Verde Dr 34.5 0.0 40.6 0.0 0.0 1.0 30.3 17 1144 Palos Verdes Dr N 24.0 0.0 32.5 1.3 0.0 6.3 20.8 18 2302 262nd St 39.5 0.0 39.7 0.0 0.0 0.0 37.8 19 814 Anaheim St 20.0 0.3 27.8 3.8 0.3 6.3 20.0 20 924 Pacific Coast Hwy 53.3 0.8 11.8 32.0 16.3 41.5 52.8 Total 26,625 704.5 5.5 25.8 166.3 101.0 272.5 666.0 Stats based on 4 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-110 National Data and Surveying Services 22-020397 NB WESTERN AVE DAY 2 PM Study Name : NB WESTERN AVE DAY 2 PM Study Date : 12/7/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 25th St 2 1660 19th St 46.8 0.3 24.2 9.2 4.0 20.3 46.8 3 3876 9th St 74.0 0.3 35.7 0.5 0.5 11.8 66.0 4 880 Bynner Dr 16.5 0.0 36.4 0.0 0.0 0.3 16.5 5 2251 Weymouth Ave 95.0 0.8 16.2 46.2 42.2 61.0 95.0 6 485 1st St 14.5 0.2 22.8 3.7 0.0 7.5 14.5 7 1363 Summerland Ave 62.8 0.7 14.8 31.7 21.0 41.2 62.8 8 1109 Crestwood St 48.7 0.7 15.5 24.0 16.2 29.5 48.7 9 741 Park Western Dr 22.3 0.2 22.6 6.0 2.0 9.0 22.3 10 616 Capitol Dr 46.8 0.8 9.0 32.5 20.3 40.8 46.8 11 1616 Caddington Dr 42.0 0.5 26.2 6.8 2.3 14.0 42.0 12 948 Toscanini Dr 25.7 0.2 25.2 5.8 5.3 6.8 25.7 13 1169 Westmont Dr 65.3 0.8 12.2 38.3 31.3 47.5 65.3 14 1375 Highpark Dr 32.8 0.2 28.6 4.7 3.0 8.2 32.5 15 1262 Horizon Way 26.2 0.2 32.9 3.3 2.5 5.3 21.3 16 2115 Peninsula Verde Dr 34.7 0.0 41.6 0.0 0.0 0.7 28.2 17 1133 Palos Verdes Dr N 35.3 0.5 21.9 12.5 8.0 18.0 35.0 18 2303 262nd St 44.3 0.2 35.4 0.3 0.3 5.2 43.2 19 813 Anaheim St 24.3 0.5 22.8 7.5 2.3 12.2 22.8 20 978 Pacific Coast Hwy 83.7 0.8 8.0 62.0 44.5 71.8 83.2 Total 26,693 841.8 7.8 21.6 295.0 205.8 411.2 818.7 Stats based on 6 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-111 National Data and Surveying Services 22-020397 SB WESTERN AVE DAY 1 AM Study Name : SB WESTERN AVE DAY 1 AM Study Date : 12/6/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 Pacific Coast Hwy 2 974 260th St 27.8 0.0 23.9 5.0 0.0 11.5 27.8 3 765 262nd St 17.3 0.0 30.2 0.3 0.0 3.0 17.3 4 2341 Palos Verdes Dr N 51.8 0.3 30.8 1.3 0.5 8.5 51.8 5 1070 Peninsula Verde Dr 24.3 0.3 30.1 2.5 0.3 7.3 24.3 6 2099 Green Hills Dr 33.5 0.0 42.7 0.0 0.0 0.0 22.8 7 1229 Avenue Aprenda 23.3 0.0 36.0 1.3 0.0 3.8 19.3 8 1469 Delasonde Dr 49.3 0.5 20.3 18.8 13.5 25.3 49.3 9 1180 Toscanini Dr 31.5 0.3 25.5 7.0 2.5 11.5 31.5 10 1002 Caddington Dr 24.0 0.3 28.5 3.0 1.3 5.8 24.0 11 1591 Trudie Dr 44.5 0.3 24.4 13.5 10.8 18.8 44.5 12 588 Park Western Dr 23.3 0.5 17.2 11.0 6.0 14.5 23.3 13 743 Crestwood St 15.3 0.0 33.2 0.3 0.0 2.5 15.3 14 1110 Summerland St 27.8 0.5 27.3 4.3 0.0 8.8 27.8 15 1329 1st St 32.0 0.3 28.3 2.3 0.0 9.3 32.0 16 501 Weymouth Ave 12.3 0.0 27.9 1.3 0.0 3.3 12.3 17 2139 Bynner Dr 39.3 0.0 37.2 0.0 0.0 0.0 39.3 18 1019 9th St 33.5 0.5 20.7 11.8 5.0 17.5 33.5 19 3874 Morse Dr 64.5 0.0 41.0 0.0 0.0 1.3 53.8 20 1525 25th St 45.8 0.8 22.7 12.8 7.0 19.8 45.3 Total 26,548 620.5 4.3 29.2 96.0 46.8 172.0 594.5 Stats based on 4 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-112 National Data and Surveying Services 22-020397 SB WESTERN AVE DAY 1 PM Study Name : SB WESTERN AVE DAY 1 PM Study Date : 12/6/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 Pacific Coast Hwy 2 1067 260th St 51.8 0.5 14.0 27.2 19.2 36.3 51.8 3 746 262nd St 17.7 0.3 28.8 2.0 0.3 4.2 17.7 4 2362 Palos Verdes Dr N 65.8 0.3 24.5 14.5 12.5 23.0 65.8 5 1060 Peninsula Verde Dr 36.2 0.2 20.0 13.3 12.5 16.2 36.2 6 2108 Green Hills Dr 43.8 0.5 32.8 1.2 1.3 8.8 38.5 7 1237 Avenue Aprenda 27.7 0.0 30.5 1.2 0.0 5.2 26.8 8 1457 Delasonde Dr 44.0 0.5 22.6 10.8 2.5 20.3 44.0 9 1153 Toscanini Dr 32.8 0.3 23.9 8.2 4.0 12.2 32.8 10 972 Caddington Dr 29.0 0.0 22.9 6.7 2.8 11.3 29.0 11 1638 Trudie Dr 44.8 0.5 24.9 8.3 2.5 19.0 44.8 12 597 Park Western Dr 22.5 0.3 18.1 9.0 4.3 13.8 22.5 13 730 Crestwood St 39.7 0.5 12.5 22.7 13.7 30.3 39.7 14 1084 Summerland St 64.5 0.8 11.5 39.8 22.3 53.0 64.5 15 1349 1st St 45.2 0.3 20.4 15.7 10.7 23.3 45.2 16 503 Weymouth Ave 50.5 1.0 6.8 38.8 28.0 45.5 50.5 17 2137 Bynner Dr 45.2 0.2 32.3 4.8 4.8 7.8 45.2 18 998 9th St 31.5 0.7 21.6 11.2 4.3 17.3 31.5 19 3833 Morse Dr 84.7 0.5 30.9 5.5 15.0 26.0 63.3 20 1735 25th St 48.5 0.3 24.4 11.8 7.5 19.2 48.0 Total 26,766 825.8 7.8 22.1 252.7 168.3 392.8 797.8 Stats based on 6 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-113 National Data and Surveying Services 22-020397 SB WESTERN AVE DAY 2 AM Study Name : SB WESTERN AVE DAY 2 AM Study Date : 12/7/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 Pacific Coast Hwy 2 985 260th St 29.3 0.3 23.0 6.3 2.0 11.8 29.3 3 765 262nd St 15.8 0.0 33.1 0.0 0.0 1.3 15.8 4 2333 Palos Verdes Dr N 85.5 0.8 18.6 33.3 31.3 46.8 84.8 5 1069 Peninsula Verde Dr 21.5 0.0 33.9 0.0 0.0 1.5 21.5 6 2094 Green Hills Dr 33.3 0.0 42.9 0.0 0.0 1.3 23.8 7 1272 Avenue Aprenda 31.8 0.5 27.3 6.5 5.8 12.3 28.0 8 1419 Delasonde Dr 36.0 0.3 26.9 7.3 4.8 13.0 35.5 9 1179 Toscanini Dr 35.0 0.5 23.0 9.3 4.0 17.0 35.0 10 979 Caddington Dr 20.8 0.0 32.2 0.0 0.0 2.5 20.8 11 1628 Trudie Dr 33.5 0.5 33.1 1.8 0.3 7.8 33.5 12 543 Park Western Dr 10.8 0.0 34.4 0.0 0.0 0.5 10.8 13 752 Crestwood St 23.5 0.3 21.8 9.8 7.0 12.0 23.5 14 1064 Summerland St 28.5 0.3 25.5 9.3 5.8 12.0 28.5 15 1413 1st St 45.5 0.8 21.2 15.3 13.0 22.0 45.5 16 509 Weymouth Ave 15.5 0.3 22.4 4.5 0.5 8.5 15.5 17 2113 Bynner Dr 53.8 0.3 26.8 11.0 11.5 18.0 53.8 18 1009 9th St 27.3 0.3 25.2 6.5 2.5 10.8 27.3 19 3878 Morse Dr 63.5 0.0 41.6 0.0 0.0 2.0 42.3 20 1649 25th St 50.0 0.5 22.5 15.0 14.3 22.5 49.3 Total 26,653 660.5 5.3 27.5 135.5 102.5 223.3 624.0 Stats based on 4 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-114 National Data and Surveying Services 22-020397 SB WESTERN AVE DAY 2 PM Study Name : SB WESTERN AVE DAY 2 PM Study Date : 12/7/2022 Page No. : 3Overall Output Statistics Node Length Node Travel # of Avg Total Time <=Time <=Time <= #Time Stops Speed Delay 0 MPH 25 MPH 45 MPH 1 0 Pacific Coast Hwy 2 971 260th St 27.2 0.2 24.4 5.0 1.2 10.2 27.2 3 753 262nd St 18.0 0.2 28.5 2.5 0.0 6.7 18.0 4 2338 Palos Verdes Dr N 112.3 1.0 14.2 58.7 53.0 74.2 112.3 5 1067 Peninsula Verde Dr 33.0 0.2 22.0 9.7 5.7 15.0 33.0 6 2124 Green Hills Dr 61.8 0.7 23.4 16.2 12.3 28.5 60.3 7 1248 Avenue Aprenda 48.3 0.5 17.6 20.3 13.3 28.0 46.8 8 1433 Delasonde Dr 58.0 0.5 16.8 26.0 14.2 35.0 58.0 9 1148 Toscanini Dr 32.0 0.3 24.5 8.3 1.8 13.7 32.0 10 1004 Caddington Dr 29.7 0.3 23.1 7.0 2.3 11.8 29.7 11 1621 Trudie Dr 57.3 0.8 19.3 21.2 10.3 30.5 57.3 12 581 Park Western Dr 21.0 0.2 18.9 7.5 4.3 12.3 21.0 13 751 Crestwood St 27.8 0.5 18.4 10.5 2.3 20.0 27.8 14 1057 Summerland St 59.7 0.8 12.1 35.5 16.0 50.3 59.7 15 1369 1st St 47.3 0.7 19.7 15.5 6.0 24.8 47.3 16 488 Weymouth Ave 16.5 0.2 20.2 6.7 3.0 9.2 15.8 17 2171 Bynner Dr 47.7 0.2 31.1 7.5 7.2 10.2 47.0 18 936 9th St 42.5 0.7 15.0 22.7 11.0 29.5 42.5 19 3901 Morse Dr 83.3 0.5 31.9 8.2 14.3 23.5 62.7 20 1639 25th St 36.0 0.2 31.0 0.7 0.0 6.5 35.7 Total 26,600 859.5 8.5 21.1 289.5 178.3 439.8 834.2 Stats based on 6 BEFORE runs. Stops based on a Stop Speed of 5 MPH. Total Delay based on a Normal Speed of 30 MPH. E-115 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.        APPENDIX B – LOS CALCULATION SHEETS    E-116 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.          Existing Conditions    E-117 Existing Conditions #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 49.1 D 50.3 D WB 34.0 C 30.3 C NB 7.6 A 7.7 A SB 5.6 A 8.1 A EB 54.1 D 53.9 D WB 69.0 E 63.9 E NB 37.5 D 30.0 C SB 38.5 D 39.9 D EB 27.1 C 26.7 C WB 0.0 A 0.0 A NB 17.1 B 4.7 A SB 10.3 B 5.0 A EB 0.0 A 48.9 D WB 12.0 B 7.8 A NB 11.7 B 10.1 B SB 11.6 B 12.9 B EB 40.2 D 58.9 E WB 54.1 D 53.4 D NB 54.7 D 25.7 C SB 46.3 D 65.3 E EB 59.5 E 48.7 D WB 38.2 D 42.8 D NB 162.3 F 111.8 F SB 30.1 C 48.3 D EB 57.1 E 22.9 C WB 77.6 E 73.8 E NB 9.3 A 5.3 A SB 35.4 D 21.3 C EB 50.2 D 56.2 E WB 16.6 B 18.3 B NB 19.4 B 24.7 C SB 6.9 A 44.5 D EB 39.4 D 42.1 D WB 36.2 D 31.5 C NB 21.3 C 29.3 C SB 19.2 B 20.4 C EB 0.2 A 18.0 B WB 41.5 D 55.7 E NB 14.7 B 16.9 B SB 16.3 B 38.3 D EB 54.5 D 55.6 E WB 45.3 D 87.2 F NB 36.6 D 55.5 E SB 39.2 D 86.1 F EB 52.4 D 50.2 D WB 31.7 C 32.4 C NB 42.0 D 36.4 D SB 27.0 C 17.9 B EB 65.9 E 42.1 D WB 126.6 F 42.9 D NB 39.3 D 71.8 E SB 26.3 C 26.0 C EB 63.4 E 51.7 D WB 29.4 C 27.2 C NB 38.2 D 42.5 D SB 25.6 C 28.4 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C 29.2 C 39.7 D 5.3 A 33.4 C 47.6 D 27.1 C 71.3 E 31.0 C 26.2 C 36.5 D 15.9 B 71.3 E 48.5 D 12.2 B 5.0 A 45.8 D 13.3 B 29.1 C 69.7 E PM Peak Hour Approach Intersection 42.5 D 32.6 C Signalized Intersections Direction AM Peak Hour 55.1 E 31.8 C 6.4 A C 17.6 B 39.3 D 34.3 C 91.3 F 26.7 21 Western Ave/25th St 15 Western Ave/Summerland Ave 16 Western Ave/1st St 17 Western Ave/Weymouth Pl 12 Western Ave/Capitol Dr 13 Western Ave/Park Western Dr 14 Western Ave/Crestwood St 6 Western Ave/Peninsula Verde Dr 81.6 F 37.4 D 10.4 B 20 Western Ave/19th St 7 Western Ave/Horizon Wy C 15.7 B D 14.7 B 11.7 B 49.8 D 48.3 D Approach Intersection 35.0 18 Western Ave/Bynner Dr 19 Western Ave/9th St 23.8 10 Western Ave/Toscanini Dr 11 Western Ave/Caddington Dr 8 Western Ave/Avenue Aprenda  9 Western Ave/Westmont Dr‐Delasonde Dr 1 Western Ave/Pacific Coast Hwy (SR‐1) 2 Western Ave/Anaheim St 3 Western Ave/262nd St 5 Western Ave/Palos Verdes Dr North E-118 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.          Project Scenarios    E-119 Scenario 1A #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 52.6 D 47.1 D WB 35.1 D 31.0 C NB 2.6 A 2.4 A SB 5.6 A 7.8 A EB 47.6 D 47.3 D WB 65.3 E 57.6 E NB 37.2 D 18.9 B SB 37.0 D 36.0 D EB 56.8 E 55.1 E WB 0.0 A 0.0 A NB 14.4 B 4.4 A SB 7.4 A 2.3 A EB 0.0 A 61.8 E WB 16.4 B 9.2 A NB 6.1 A 3.8 A SB 4.9 A 7.3 A EB 47.3 D 63.1 E WB 59.4 E 60.2 E NB 31.6 C 20.7 C SB 23.2 C 33.5 C EB 115.5 F 70.0 E WB 47.3 D 47.7 D NB 61.8 E 32.0 C SB 38.3 D 24.1 C EB 67.5 E 35.1 D WB 74.8 E 129.7 F NB 18.2 B 9.4 A SB 27.4 C 5.4 A EB 69.7 E 80.7 F WB 22.0 C 25.4 C NB 10.1 B 20.1 C SB 8.4 A 15.5 B EB 49.8 D 58.2 E WB 43.4 D 43.7 D NB 12.0 B 18.5 B SB 28.2 C 21.6 C EB 0.2 A 25.4 C WB 59.6 E 98.2 F NB 3.0 A 4.3 A SB 10.4 B 18.9 B EB 67.6 E 67.6 E WB 65.5 E 94.8 F NB 17.7 B 23.1 C SB 15.6 B 26.8 C EB 87.4 F 69.2 E WB 47.4 D 39.4 D NB 35.3 D 31.2 C SB 22.2 C 29.7 C EB 65.9 E 42.1 D WB 126.6 F 42.9 D NB 39.3 D 71.8 E SB 26.3 C 26.0 C EB 63.4 E 51.7 D WB 29.4 C 27.2 C NB 38.2 D 42.5 D SB 25.6 C 28.4 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C21Western Ave/25th St 32.6 C 29.2 C20Western Ave/19th St 42.5 D 39.7 D19Western Ave/9th St 35.0 D 5.3 A18Western Ave/Bynner Dr 6.4 A 33.4 C17Western Ave/Weymouth Pl 31.8 C 47.6 D16Western Ave/1st St 55.1 E 32.6 C15Western Ave/Summerland Ave 33.9 C 33.0 C14Western Ave/Crestwood St 22.5 C 22.6 C13Western Ave/Park Western Dr 10.9 B 25.2 C12Western Ave/Capitol Dr 25.0 C 22.5 C11Western Ave/Caddington Dr 13.4 B 12.1 B10Western Ave/Toscanini Dr 29.7 C 32.6 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E 32.3 C8Western Ave/Avenue Aprenda 32.0 C 6.9 A7Western Ave/Horizon Wy 5.9 A 3.5 A6Western Ave/Peninsula Verde Dr 12.3 B 38.5 D5 Western Ave/Palos Verdes Dr North 45.6 D 10.6 B3Western Ave/262nd St 7.7 A Approach Intersection PM Peak Hour Approach Intersection Signalized Intersections Direction AM Peak Hour 29.1 C2Western Ave/Anaheim St 37.4 D 69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F E-120 Scenario 2A #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 52.6 D 47.1 D WB 35.1 D 31.0 C NB 2.6 A 2.4 A SB 5.6 A 7.8 A EB 47.6 D 47.3 D WB 65.3 E 57.6 E NB 37.2 D 18.9 B SB 37.0 D 36.0 D EB 56.8 E 55.1 E WB 0.0 A 0.0 A NB 14.4 B 4.4 A SB 7.4 A 2.3 A EB 0.0 A 61.8 E WB 16.4 B 9.2 A NB 6.1 A 3.8 A SB 4.9 A 7.3 A EB 47.3 D 63.1 E WB 59.4 E 60.2 E NB 31.6 C 20.7 C SB 23.2 C 33.5 C EB 115.5 F 70.0 E WB 47.3 D 47.7 D NB 61.8 E 32.0 C SB 38.3 D 24.1 C EB 67.5 E 35.1 D WB 74.8 E 129.7 F NB 18.2 B 9.4 A SB 27.4 C 5.4 A EB 69.7 E 80.7 F WB 22.0 C 25.4 C NB 10.1 B 20.1 C SB 8.4 A 15.5 B EB 49.8 D 58.2 E WB 43.4 D 43.7 D NB 12.0 B 18.5 B SB 28.2 C 21.6 C EB 0.2 A 25.4 C WB 59.6 E 98.2 F NB 3.0 A 4.3 A SB 10.4 B 18.9 B EB 67.6 E 67.6 E WB 65.5 E 94.8 F NB 17.7 B 23.1 C SB 15.6 B 26.8 C EB 87.4 F 69.2 E WB 47.4 D 39.4 D NB 35.3 D 31.2 C SB 22.2 C 29.7 C EB 65.9 E 42.1 D WB 126.6 F 42.9 D NB 39.3 D 71.8 E SB 26.3 C 26.0 C EB 63.4 E 51.7 D WB 29.4 C 27.2 C NB 38.2 D 42.5 D SB 25.6 C 28.4 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C21Western Ave/25th St 32.6 C 20 Western Ave/19th St 42.5 D 29.2 C 39.7 D19Western Ave/9th St 35.0 D 18 Western Ave/Bynner Dr 6.4 A 5.3 A 33.4 C17Western Ave/Weymouth Pl 31.8 C 16 Western Ave/1st St 55.1 E 47.6 D 32.6 C15Western Ave/Summerland Ave 33.9 C 14 Western Ave/Crestwood St 22.5 C 33.0 C 22.6 C13Western Ave/Park Western Dr 10.9 B 12 Western Ave/Capitol Dr 25.0 C 25.2 C 22.5 C11Western Ave/Caddington Dr 13.4 B 10 Western Ave/Toscanini Dr 29.7 C 12.1 B 32.6 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E 8 Western Ave/Avenue Aprenda 32.0 C 32.3 C 6.9 A7Western Ave/Horizon Wy 5.9 A 6 Western Ave/Peninsula Verde Dr 12.3 B 3.5 A 38.5 D5 Western Ave/Palos Verdes Dr North 45.6 D 3 Western Ave/262nd St 7.7 A 29.1 C 10.6 B 2 Western Ave/Anaheim St 37.4 D 69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F ApproachSignalized Intersections Direction PM Peak Hour Approach Intersection AM Peak Hour Intersection E-121 Scenario 2A #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C EB 39.1 D 54.4 D 34.1 C 42.7 D 29.0 C 28.4 C WB 44.0 D 16.1 B 32.9 C 25.7 C 23.2 C 39.1 D NB 0.7 A 4.8 A 1.1 A 2.4 A 1.8 A 2.9 A SB 4.5 A 6.5 A 3.9 A 8.6 A 5.3 A 4.6 A EB 40.8 D 39.4 D 37.6 D 50.8 D 45.2 D 39.3 D WB 47.8 D 59.7 E 47.8 D 50.8 D 47.9 D 49.7 D NB 29.4 C 28.0 C 22.2 C 20.9 C 17.7 B 19.0 B SB 31.1 C 30.7 C 29.2 C 34.7 C 30.9 C 26.2 C EB 54.7 D 54.1 D 46.8 D 47.5 D 44.1 D 48.2 D WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A NB 4.7 A 3.5 A 1.5 A 3.7 A 2.7 A 3.7 A SB 2.0 A 3.3 A 1.3 A 3.1 A 2.2 A 1.5 A EB 49.1 D 0.3 A 0.4 A 2.0 A 0.3 A 1.3 A WB 9.4 A 11.9 B 15.3 B 10.3 B 22.1 C 24.7 C NB 5.8 A 6.3 A 4.7 A 2.5 A 2.3 A 2.3 A SB 4.7 A 12.2 B 9.7 A 4.3 A 4.4 A 4.5 A EB 26.1 C 53.4 D 3.1 A 9.9 A 2.9 A 1.5 A WB 0.0 A 52.3 D 50.8 D 53.3 D 54.9 D 52.0 D NB 8.2 A 13.1 B 5.1 A 8.4 A 9.2 A 6.0 A SB 3.2 A 22.4 C 11.8 B 6.5 A 6.3 A 3.4 A EB 60.6 E 75.1 E 40.0 D 50.6 D 37.3 D 39.5 D WB 32.4 C 36.1 D 28.3 C 41.1 D 43.4 D 36.5 D NB 21.6 C 33.6 C 12.2 B 31.7 C 26.2 C 14.1 B SB 12.3 B 30.1 C 16.4 B 19.4 B 19.6 B 17.8 B EB 44.6 D 54.8 D 1.5 A 29.6 C 1.6 A 39.6 D WB 78.8 E 88.8 F 64.3 E 89.3 F 67.8 E 62.9 E NB 8.8 A 9.7 A 3.2 A 5.6 A 5.9 A 5.6 A SB 13.8 B 17.4 B 14.7 B 5.9 A 5.2 A 4.8 A EB 7.6 A 4.3 A 54.2 D 24.0 C 66.6 E 12.8 B WB 0.2 A 26.3 C 19.8 B 31.4 C 24.7 C 13.0 B NB 5.3 A 6.4 A 7.1 A 17.8 B 17.0 B 7.0 A SB 1.6 A 5.4 A 3.7 A 11.7 B 11.5 B 2.7 A EB 68.8 E 44.7 D 57.9 E 45.5 D 50.9 D 47.7 D WB 29.3 C 44.0 D 33.2 C 39.7 D 40.3 D 35.4 D NB 3.6 A 12.4 B 6.6 A 12.6 B 12.8 B 10.0 B SB 15.7 B 23.5 C 17.4 B 17.6 B 19.5 B 19.7 B EB 0.0 A 0.0 A 0.2 A 26.1 C 23.6 C 18.9 B WB 39.1 D 56.6 E 41.4 D 81.2 F 62.6 E 51.0 D NB 1.3 A 4.8 A 1.4 A 3.1 A 4.1 A 8.0 A SB 2.0 A 5.9 A 3.5 A 13.3 B 6.8 A 5.3 A EB 62.1 E 62.9 E 56.5 E 61.9 E 62.6 E 56.9 E WB 43.6 D 67.3 E 60.4 E 109.8 F 78.5 E 67.5 E NB 7.3 A 15.6 B 8.5 A 15.9 B 12.8 B 7.4 A SB 6.1 A 30.8 C 6.5 A 35.3 D 31.3 C 15.9 B EB 44.4 D 73.8 E 61.0 E 47.7 D 44.3 D 44.1 D WB 30.3 C 34.5 C 29.1 C 36.8 D 38.4 D 28.2 C NB 17.9 B 33.0 C 24.2 C 10.3 B 28.2 C 21.8 C SB 13.9 B 22.9 C 20.0 C 27.5 C 26.0 C 23.5 C EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D WB 24.6 C 40.5 D 36.7 D 36.9 D 36.1 D 27.3 C NB 14.0 B 20.2 C 13.1 B 14.2 B 9.1 A 11.9 B SB 18.4 B 30.2 C 18.7 B 24.9 C 16.5 B 17.6 B EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D SB 20.7 C 26.0 C 22.7 C 26.7 C 21.3 C 18.0 B EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B 30.7 C 19.420 Western Ave/19th St 28.7 C 32.9 C 26.9 B 14.6 B37.4 D 28.3 C C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C 5.1 A 4.318 Western Ave/Bynner Dr 4.6 A 40.9 D 29.4 A 2.7 A7.0 A 4.6 A C 25.7 C29.8 C 27.4 C17Western Ave/Weymouth Pl 23.1 C 24.9 C 19.216 Western Ave/1st St 20.6 C 30.3 C 28.4 B 19.2 B31.0 C 22.4 C C 24.1 C29.8 C 25.0 C15Western Ave/Summerland Ave 20.4 C 34.2 C 29.814 Western Ave/Crestwood St 11.9 B 23.9 C 28.8 C 19.6 B28.6 C 13.0 B B 12.9 B11.2 B 4.8 A13Western Ave/Park Western Dr 4.1 A 20.4 C 21.112 Western Ave/Capitol Dr 13.5 B 17.4 B 12.9 C 19.4 B23.8 C 16.6 B B 5.1 A6.0 A 9.4 A11Western Ave/Caddington Dr 4.3 A 9.5 A 6.910 Western Ave/Toscanini Dr 15.6 B 15.0 B 17.8 A 7.2 A20.5 C 10.1 B C 19.6 B36.2 D 17.2 B9 Western Ave/Westmont Dr‐Delasonde Dr 24.7 C 7.5 A 7.58 Western Ave/Avenue Aprenda 8.6 A 27.8 C 25.5 A 4.5 A22.0 C 7.8 A A 3.8 A8.4 A 7.1 A7Western Ave/Horizon Wy 5.7 A 3.6 A 2.66 Western Ave/Peninsula Verde Dr 4.0 A 3.6 A 3.8 A 2.8 A3.8 A 1.8 A D 33.1 C36.4 D 34.3 C5 Western Ave/Palos Verdes Dr North 37.1 D 11.0 B 6.83 Western Ave/262nd St 5.9 A 39.0 D 35.2 27.1 C A 6.4 A9.3 A 4.2 A 51.7 D 45.4 D 2 Western Ave/Anaheim St 21.6 C 49.4 D 51.9 D 29.0 C 27.3 C 23.9 C32.2 C 1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E Signalized Intersections Direction 515 PM 545 PM 630 PM Approach Intersection Approach Intersection 715 AM 800 AM 845 AM Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection E-122 Scenario 2B #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 49.1 D 50.3 D WB 34.0 C 30.3 C NB 7.6 A 7.7 A SB 5.6 A 8.1 A EB 54.1 D 53.9 D WB 69.0 E 63.9 E NB 37.5 D 30.0 C SB 38.5 D 39.9 D EB 27.1 C 26.7 C WB 0.0 A 0.0 A NB 17.1 B 4.7 A SB 10.3 B 5.0 A EB 0.0 A 48.9 D WB 12.0 B 7.8 A NB 11.7 B 10.1 B SB 11.6 B 12.9 B EB 40.2 D 58.9 E WB 54.1 D 53.4 D NB 54.7 D 25.7 C SB 46.3 D 65.3 E EB 59.5 E 48.7 D WB 38.2 D 42.8 D NB 162.3 F 111.8 F SB 30.1 C 48.3 D EB 57.1 E 22.9 C WB 77.6 E 73.8 E NB 9.4 A 5.8 A SB 35.4 D 21.3 C EB 50.2 D 56.2 E WB 16.6 B 18.3 B NB 31.8 C 30.0 C SB 6.9 A 44.5 D EB 46.7 D 58.2 E WB 42.4 D 43.7 D NB 12.8 B 19.4 B SB 25.0 C 29.2 C EB 0.2 A 25.4 C WB 53.9 D 98.2 F NB 3.8 A 4.3 A SB 12.0 B 19.3 B EB 60.4 E 67.6 E WB 64.9 E 94.8 F NB 21.9 C 23.1 C SB 25.9 C 33.0 C EB 76.8 E 69.2 E WB 44.2 D 39.4 D NB 20.6 C 31.2 C SB 20.8 C 27.2 C EB 65.9 E 42.1 D WB 126.6 F 42.9 D NB 39.3 D 71.8 E SB 18.4 B 26.0 C EB 63.4 E 51.7 D WB 29.4 C 27.2 C NB 38.2 D 42.5 D SB 25.7 C 28.4 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C21Western Ave/25th St 32.6 C 20 Western Ave/19th St 42.5 D 29.2 C 39.7 D19Western Ave/9th St 35.0 D 18 Western Ave/Bynner Dr 6.4 A 5.3 A 33.4 C17Western Ave/Weymouth Pl 31.8 C 16 Western Ave/1st St 52.5 D 47.6 D 31.4 C15Western Ave/Summerland Ave 26.8 C 14 Western Ave/Crestwood St 28.0 C 35.7 D 22.8 C13Western Ave/Park Western Dr 11.5 B 12 Western Ave/Capitol Dr 23.8 C 28.9 C 38.7 D11Western Ave/Caddington Dr 21.5 C 10 Western Ave/Toscanini Dr 26.8 C 16.1 B 71.3 E9 Western Ave/Westmont Dr‐Delasonde Dr 91.3 F 8 Western Ave/Avenue Aprenda 49.8 D 48.5 D 12.2 B7Western Ave/Horizon Wy 11.7 B 6 Western Ave/Peninsula Verde Dr 14.7 B 5.0 A 45.8 D5 Western Ave/Palos Verdes Dr North 48.3 D 3 Western Ave/262nd St 10.4 B 29.1 C 13.3 B 2 Western Ave/Anaheim St 37.4 D 69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F ApproachSignalized Intersections Direction PM Peak Hour Approach Intersection AM Peak Hour Intersection E-123 Scenario 2B #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C EB 45.4 D 58.4 E 38.4 D 51.1 D 36.2 D 31.3 C WB 45.1 D 17.2 B 37.6 D 27.2 C 24.3 C 44.0 D NB 4.8 A 8.9 A 4.0 A 8.5 A 4.8 A 4.0 A SB 4.6 A 6.4 A 3.6 A 9.0 A 5.4 A 4.2 A EB 47.7 D 49.9 D 48.0 D 56.9 E 51.2 D 48.6 D WB 59.7 E 65.0 E 61.7 E 63.1 E 60.5 E 60.7 E NB 39.7 D 35.9 D 37.9 D 27.3 C 29.2 C 29.4 C SB 33.0 C 33.7 C 28.4 C 40.3 D 36.4 D 30.9 C EB 28.6 C 28.8 C 26.8 C 25.4 C 24.0 C 26.2 C WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A NB 5.0 A 6.8 A 6.2 A 5.7 A 3.7 A 3.8 A SB 4.0 A 5.2 A 5.4 A 6.4 A 5.0 A 4.5 A EB 44.4 D 0.0 A 0.3 A 2.1 A 0.4 A 1.1 A WB 7.9 A 9.3 A 14.8 B 9.4 A 20.0 C 22.8 C NB 9.5 A 10.2 B 8.0 A 7.8 A 7.6 A 6.7 A SB 9.4 A 9.5 A 8.7 A 10.1 B 8.7 A 7.8 A EB 19.6 B 52.4 D 2.1 A 11.1 B 1.9 A 0.7 A WB 0.0 A 53.3 D 55.2 E 40.5 D 39.6 D 36.5 D NB 14.7 B 38.0 D 14.0 B 11.6 B 10.0 B 9.6 A SB 10.6 B 28.6 C 11.2 B 22.9 C 19.6 B 14.3 B EB 52.8 D 50.5 D 42.4 D 47.2 D 36.3 D 40.2 D WB 32.4 C 36.6 D 31.5 C 41.0 D 43.3 D 37.0 D NB 31.8 C 58.2 E 23.3 C 55.5 E 43.2 D 25.6 C SB 22.1 C 15.7 B 10.6 B 35.3 D 34.7 C 28.2 C EB 31.2 C 44.4 D 1.2 A 24.0 C 1.1 A 33.1 C WB 64.1 E 87.7 F 54.7 D 63.1 E 53.2 D 51.7 D NB 8.6 A 7.6 A 4.5 A 5.4 A 5.6 A 7.0 A SB 16.4 B 21.6 C 14.9 B 19.3 B 18.6 B 14.4 B EB 3.9 A 2.9 A 45.7 D 13.6 B 50.7 D 7.4 A WB 0.0 A 21.3 C 17.5 B 26.4 C 19.8 B 11.0 B NB 11.1 B 19.3 B 17.4 B 20.2 C 22.0 C 10.0 B SB 1.3 A 6.2 A 5.1 A 15.1 B 21.5 C 6.1 A EB 61.9 E 45.1 D 57.0 E 45.5 D 55.4 E 48.5 D WB 25.3 C 44.0 D 32.5 C 39.7 D 44.1 D 36.2 D NB 3.9 A 10.7 B 5.3 A 13.1 B 13.5 B 10.6 B SB 16.3 B 29.2 C 18.1 B 32.6 C 28.2 C 26.9 C EB 0.0 A 0.0 A 0.2 A 26.1 C 24.6 C 19.1 B WB 34.6 C 57.7 E 40.6 D 81.2 F 65.5 E 51.5 D NB 1.1 A 5.8 A 1.7 A 3.1 A 4.7 A 7.9 A SB 2.0 A 7.8 A 3.1 A 13.8 B 10.5 B 5.5 A EB 55.7 E 64.5 E 55.1 E 61.9 E 68.7 E 58.5 E WB 40.8 D 69.5 E 58.9 E 109.8 F 78.9 E 67.1 E NB 7.7 A 16.8 B 7.7 A 16.7 B 12.9 B 9.7 A SB 8.1 A 36.6 D 10.5 B 33.9 C 28.7 C 17.0 B EB 41.9 D 68.0 E 57.8 E 47.7 D 48.1 D 45.0 D WB 27.8 C 35.2 D 28.5 C 36.8 D 42.2 D 29.1 C NB 17.5 B 18.9 B 9.8 A 10.3 B 29.4 C 21.7 C SB 12.7 B 20.5 C 20.8 C 27.5 C 24.2 C 20.2 C EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D WB 24.6 C 40.5 D 37.9 D 36.9 D 36.1 D 27.3 C NB 14.0 B 20.2 C 13.2 B 14.2 B 9.1 A 11.9 B SB 18.4 B 23.1 C 15.4 B 24.9 C 16.5 B 17.6 B EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D SB 20.7 C 24.8 C 20.3 C 26.7 C 21.3 C 18.0 B EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B 30.7 C 19.420 Western Ave/19th St 28.7 C 32.9 C 26.9 B 14.6 B37.4 D 28.3 C C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C 5.1 A 4.318 Western Ave/Bynner Dr 4.6 A 40.9 D 29.4 A 2.7 A7.0 A 4.6 A C 25.7 C29.2 C 26.3 C17Western Ave/Weymouth Pl 23.1 C 24.9 C 19.216 Western Ave/1st St 20.6 C 30.3 C 28.4 B 19.2 B28.4 C 21.7 C C 22.4 C23.6 C 19.3 B15 Western Ave/Summerland Ave 19.2 B 34.0 C 29.114 Western Ave/Crestwood St 12.2 B 23.9 C 28.9 C 21.1 C31.8 C 13.9 B B 13.0 B12.6 B 4.7 A13 Western Ave/Park Western Dr 3.7 A 27.8 C 26.312 Western Ave/Capitol Dr 13.0 B 17.6 B 15.2 C 23.4 C25.4 C 16.1 B C 7.7 A12.2 B 14.4 B11Western Ave/Caddington Dr 7.5 A 15.2 B 13.710 Western Ave/Toscanini Dr 14.6 B 17.0 B 23.8 B 12.5 B19.9 B 10.5 B D 28.8 C41.3 D 20.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 31.3 C 17.9 B 15.48 Western Ave/Avenue Aprenda 13.9 B 44.0 D 38.9 B 12.0 B37.6 D 12.6 B A 7.4 A9.9 A 8.4 A7Western Ave/Horizon Wy 9.6 A 6.2 A 4.66 Western Ave/Peninsula Verde Dr 4.8 A 9.1 A 8.4 A 4.4 A6.4 A 6.1 A D 42.0 D43.8 D 45.6 D5 Western Ave/Palos Verdes Dr North 45.8 D 14.7 B 8.73 Western Ave/262nd St 8.5 A 46.2 D 43.8 27.1 C A 6.9 A12.2 B 6.1 A 51.7 D 45.4 D 2 Western Ave/Anaheim St 21.6 C 49.4 D 51.9 D 29.0 C 27.3 C 23.9 C32.2 C 1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E Signalized Intersections Direction 515 PM 545 PM 630 PM Approach Intersection Approach Intersection 715 AM 800 AM 845 AM Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection E-124 Scenario 2C #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 38.9 D 31.6 C NB 10.3 B 13.7 B SB 26.9 C 31.5 C EB 52.6 D 47.1 D WB 35.1 D 31.0 C NB 3.4 A 3.3 A SB 3.7 A 0.8 A EB 47.6 D 47.3 D WB 65.3 E 57.6 E NB 37.2 D 18.9 B SB 39.1 D 29.0 C EB 56.8 E 55.1 E WB 0.0 A 0.0 A NB 14.4 B 4.4 A SB 7.6 A 2.3 A EB 0.0 A 61.8 E WB 16.4 B 9.2 A NB 6.1 A 3.8 A SB 5.0 A 7.3 A EB 47.3 D 63.1 E WB 59.4 E 60.2 E NB 31.6 C 20.7 C SB 23.1 C 33.5 C EB 115.5 F 70.0 E WB 47.3 D 47.7 D NB 61.8 E 32.7 C SB 38.3 D 24.1 C EB 67.5 E 35.1 D WB 74.8 E 129.7 F NB 18.2 B 8.8 A SB 27.4 C 5.4 A EB 69.7 E 80.7 F WB 22.0 C 25.4 C NB 10.1 B 19.8 B SB 8.4 A 14.5 B EB 49.8 D 58.2 E WB 43.4 D 43.7 D NB 11.6 B 20.2 C SB 28.2 C 22.2 C EB 0.2 A 25.4 C WB 59.6 E 98.2 F NB 2.9 A 3.9 A SB 10.4 B 19.1 B EB 67.6 E 67.6 E WB 65.5 E 94.8 F NB 17.5 B 20.8 C SB 15.6 B 26.0 C EB 87.4 F 72.0 E WB 47.4 D 39.4 D NB 16.4 B 10.9 B SB 22.2 C 31.7 C EB 76.0 E 66.9 E WB 50.3 D 42.2 D NB 30.4 C 21.6 C SB 33.6 C 26.0 C EB 64.2 E 57.6 E WB 28.1 C 30.7 C NB 26.4 C 17.4 B SB 25.1 C 24.5 C EB 59.4 E 55.9 E WB 63.8 E 63.1 E NB 0.9 A 0.5 A SB 0.8 A 9.1 A EB 27.4 C 32.9 C WB 41.3 D 54.1 D NB 27.9 C 20.5 C SB 18.5 B 21.9 C EB 61.7 E 59.3 E WB 53.2 D 45.0 D NB 31.2 C 34.6 C SB 7.2 A 14.5 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C21Western Ave/25th St 32.6 C 20 Western Ave/19th St 25.0 C 27.8 C 26.0 C19Western Ave/9th St 25.9 C 18 Western Ave/Bynner Dr 2.8 A 6.5 A 23.9 C17Western Ave/Weymouth Pl 28.0 C 16 Western Ave/1st St 39.3 D 29.5 C 26.8 C15Western Ave/Summerland Ave 26.6 C 14 Western Ave/Crestwood St 22.4 C 31.6 C 22.6 C13Western Ave/Park Western Dr 10.9 B 12 Western Ave/Capitol Dr 24.8 C 26.1 C 21.9 C11Western Ave/Caddington Dr 13.4 B 10 Western Ave/Toscanini Dr 29.7 C 11.8 B 32.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 58.2 E 8 Western Ave/Avenue Aprenda 32.0 C 32.2 C 6.9 A7Western Ave/Horizon Wy 5.9 A 6 Western Ave/Peninsula Verde Dr 12.4 B 3.5 A 37.0 D5 Western Ave/Palos Verdes Dr North 45.9 D 3 Western Ave/262nd St 7.6 A 26.1 C 7.7 A 2 Western Ave/Anaheim St 23.5 C 69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F ApproachSignalized Intersections Direction PM Peak Hour Approach Intersection AM Peak Hour Intersection E-125 Scenario 2C #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D NB 68.1 E 125.6 F 81.2 F 49.7 D 41.0 D 47.2 D SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A WB 27.9 C 35.7 D 35.3 D 27.8 C 28.1 C 27.6 C NB 5.5 A 14.4 B 11.1 B 19.7 B 14.8 B 14.5 B SB 20.7 C 16.5 B 22.4 C 29.9 C 22.9 C 24.3 C EB 39.1 D 55.6 E 34.1 C 42.0 D 29.0 C 27.9 C WB 44.0 D 16.4 B 32.9 C 25.3 C 23.2 C 38.2 D NB 4.1 A 2.5 A 1.0 A 3.0 A 3.0 A 2.8 A SB 1.0 A 4.1 A 3.1 A 1.0 A 1.1 A 0.5 A EB 40.8 D 40.3 D 37.6 D 46.3 D 45.2 D 37.9 D WB 47.8 D 59.5 E 47.8 D 48.7 D 47.9 D 48.7 D NB 28.7 C 27.9 C 26.0 C 22.4 C 20.8 C 17.9 B SB 27.9 C 31.3 C 26.5 C 27.0 C 22.0 C 20.0 C EB 54.7 D 55.2 E 46.8 D 46.6 D 44.1 D 47.3 D WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A NB 4.9 A 3.6 A 2.6 A 3.5 A 2.3 A 4.7 A SB 2.8 A 5.3 A 1.6 A 2.2 A 2.5 A 1.5 A EB 49.1 D 0.3 A 0.4 A 2.4 A 0.6 A 1.3 A WB 8.9 A 10.5 B 15.3 B 10.3 B 22.4 C 24.2 C NB 7.0 A 6.3 A 3.1 A 2.1 A 2.4 A 2.0 A SB 4.9 A 15.2 B 10.5 B 5.1 A 5.3 A 4.2 A EB 26.1 C 54.5 D 3.1 A 9.2 A 2.9 A 1.5 A WB 0.0 A 53.3 D 50.8 D 52.3 D 54.9 D 51.0 D NB 5.9 A 10.2 B 5.0 A 8.1 A 8.7 A 6.9 A SB 3.8 A 14.8 B 4.0 A 7.4 A 6.7 A 4.3 A EB 60.6 E 77.3 E 40.0 D 49.5 D 37.3 D 39.0 D WB 32.4 C 36.8 D 28.3 C 40.2 D 43.4 D 35.7 D NB 20.7 C 32.5 C 11.7 B 34.5 C 26.8 C 15.1 B SB 13.9 B 33.6 C 23.4 C 18.8 B 19.8 B 14.8 B EB 44.6 D 55.6 E 1.5 A 28.7 C 1.6 A 38.9 D WB 78.8 E 88.3 F 64.3 E 86.6 F 67.8 E 61.7 E NB 8.8 A 9.4 A 3.2 A 5.5 A 6.0 A 4.9 A SB 11.5 B 17.5 B 14.6 B 5.8 A 5.1 A 6.2 A EB 7.6 A 4.4 A 54.2 D 22.9 C 66.6 E 11.9 B WB 0.2 A 26.8 C 19.8 B 30.9 C 24.7 C 12.8 B NB 5.8 A 6.2 A 7.7 A 16.6 B 17.2 B 6.7 A SB 1.1 A 7.8 A 4.9 A 11.5 B 11.6 B 2.6 A EB 68.8 E 45.1 D 57.9 E 45.2 D 50.9 D 46.9 D WB 29.3 C 44.0 D 33.2 C 39.9 D 40.3 D 36.3 D NB 2.2 A 13.6 B 5.3 A 14.1 B 15.2 B 7.3 A SB 19.9 B 24.5 C 15.5 B 16.0 B 19.8 B 18.5 B EB 0.0 A 0.0 A 0.2 A 25.4 C 23.6 C 18.5 B WB 39.1 D 57.7 E 41.4 D 77.1 E 62.6 E 50.2 D NB 2.7 A 7.7 A 1.5 A 4.0 A 7.5 A 6.2 A SB 1.6 A 5.7 A 2.9 A 15.5 B 6.8 A 5.9 A EB 62.1 E 64.5 E 56.5 E 60.5 E 62.6 E 55.8 E WB 43.6 D 69.5 E 60.4 E 128.7 F 78.5 E 66.6 E NB 7.1 A 19.2 B 8.2 A 14.2 B 11.9 B 21.1 C SB 4.8 A 32.3 C 7.4 A 31.1 C 25.1 C 16.0 B EB 44.4 D 68.0 E 58.1 E 46.8 D 44.3 D 43.8 D WB 30.3 C 35.2 D 29.1 C 36.1 D 38.4 D 27.3 C NB 6.5 A 18.1 B 10.5 B 11.7 B 11.7 B 23.7 C SB 13.1 B 15.9 B 21.5 C 28.4 C 27.0 C 26.2 C EB 62.4 E 61.8 E 55.2 E 58.4 E 59.3 E 55.1 E WB 24.8 C 40.4 D 37.5 D 35.7 D 31.7 C 26.2 C NB 15.3 B 20.6 C 13.1 B 14.4 B 10.9 B 11.0 B SB 13.6 B 22.3 C 16.3 B 24.2 C 17.8 B 6.5 A EB 58.0 E 54.6 D 47.4 D 52.5 D 55.7 E 51.4 D WB 11.6 B 23.9 C 29.8 C 29.9 C 31.6 C 37.1 D NB 13.0 B 20.3 C 9.4 A 16.4 B 14.3 B 16.6 B SB 20.9 C 25.1 C 21.2 C 26.1 C 30.1 C 25.4 C EB 59.4 E 49.9 D 50.9 D 50.5 D 43.3 D 0.8 A WB 52.4 D 60.5 E 49.8 D 55.7 E 53.6 D 51.5 D NB 0.4 A 1.4 A 0.5 A 0.8 A 0.9 A 1.0 A SB 2.9 A 1.2 A 6.2 A 2.7 A 9.8 A 1.0 A EB 24.0 C 24.3 C 24.6 C 28.5 C 24.1 C 28.8 C WB 35.6 D 39.2 D 29.9 C 56.2 E 43.6 D 43.1 D NB 19.4 B 21.5 C 22.2 C 18.1 B 19.3 B 20.6 C SB 6.5 A 16.4 B 7.6 A 16.7 B 12.6 B 10.1 B EB 59.5 E 55.6 E 51.0 D 53.8 D 55.3 E 50.3 D WB 39.3 D 53.0 D 42.7 D 38.8 D 40.8 D 39.9 D NB 25.2 C 31.1 C 24.1 C 39.0 D 23.6 C 17.6 B SB 7.5 A 9.6 A 8.5 A 19.8 B 6.7 A 4.3 A EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B 31.3 C 18.620 Western Ave/19th St 23.6 C 32.9 C 26.9 B 14.0 B24.0 C 21.6 C B 18.9 B21.8 C 18.2 B19Western Ave/9th St 17.6 B 3.0 A 6.518 Western Ave/Bynner Dr 3.2 A 22.3 C 19.6 A 1.3 A3.5 A 4.5 A C 26.0 C25.4 C 19.6 B17Western Ave/Weymouth Pl 18.9 B 24.4 C 19.816 Western Ave/1st St 21.5 C 24.0 C 26.4 B 13.8 B28.2 C 22.0 C C 25.9 C21.2 C 19.9 B15 Western Ave/Summerland Ave 14.8 B 33.1 C 26.714 Western Ave/Crestwood St 11.5 B 24.6 C 23.8 C 24.7 C31.1 C 13.1 B B 12.4 B12.5 B 4.6 A13 Western Ave/Park Western Dr 4.8 A 20.1 C 22.112 Western Ave/Capitol Dr 14.1 B 18.3 B 14.2 C 18.0 B24.6 C 15.3 B B 4.9 A7.1 A 10.2 B11Western Ave/Caddington Dr 4.5 A 9.3 A 6.910 Western Ave/Toscanini Dr 14.9 B 14.4 B 17.9 A 7.6 A20.4 C 10.0 B C 18.4 B37.0 D 19.4 B9 Western Ave/Westmont Dr‐Delasonde Dr 24.7 C 7.8 A 7.68 Western Ave/Avenue Aprenda 7.5 A 28.5 C 25.8 A 5.4 A18.5 B 4.8 A A 3.5 A9.3 A 6.5 A7Western Ave/Horizon Wy 6.4 A 3.0 A 2.66 Western Ave/Peninsula Verde Dr 4.4 A 4.0 A 4.4 A 3.2 A4.5 A 2.6 A C 30.7 C36.6 D 35.0 D5 Western Ave/Palos Verdes Dr North 36.4 D 7.6 A 5.03 Western Ave/262nd St 6.2 A 35.6 D 33.5 20.8 C A 4.2 A7.3 A 3.9 A 50.2 D 45.4 D 2 Western Ave/Anaheim St 17.0 B 49.4 D 51.9 D 26.3 C 21.3 C 21.7 C21.2 C 1 Western Ave/Pacific Coast Hwy (SR‐1)44.6 D 66.4 E Signalized Intersections Direction 515 PM 545 PM 630 PM Approach Intersection Approach Intersection 715 AM 800 AM 845 AM Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection E-126 Scenario 2C Minus #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 49.8 D 48.1 D WB 34.2 C 31.3 C NB 2.8 A 3.2 A SB 5.6 A 7.8 A EB 45.9 D 47.8 D WB 62.6 E 58.5 E NB 33.8 C 17.5 B SB 36.2 D 36.4 D EB 54.8 D 56.1 E WB 0.0 A 0.0 A NB 7.9 A 4.6 A SB 3.7 A 2.2 A EB 0.0 A 62.8 E WB 15.3 B 11.6 B NB 5.8 A 3.3 A SB 16.5 B 7.8 A EB 45.6 D 62.8 E WB 57.4 E 61.3 E NB 25.9 C 23.8 C SB 30.7 C 34.2 C EB 121.8 F 72.6 E WB 45.8 D 48.7 D NB 60.6 E 30.3 C SB 47.7 D 22.5 C EB 67.2 E 36.5 D WB 74.9 E 132.2 F NB 17.3 B 9.1 A SB 27.3 C 7.1 A EB 67.8 E 80.5 F WB 21.4 C 25.7 C NB 10.0 B 20.0 C SB 8.4 A 17.0 B EB 48.9 D 59.1 E WB 43.4 D 44.4 D NB 12.0 B 20.5 C SB 26.9 C 21.6 C EB 0.2 A 26.0 C WB 57.1 E 101.7 F NB 3.3 A 3.6 A SB 11.4 B 17.6 B EB 64.5 E 68.8 E WB 68.3 E 95.5 F NB 18.3 B 20.1 C SB 16.0 B 25.3 C EB 84.3 F 74.7 E WB 44.5 D 40.1 D NB 16.2 B 10.7 B SB 22.9 C 28.3 C EB 72.0 E 68.2 E WB 50.9 D 41.7 D NB 30.3 C 17.5 B SB 32.7 C 25.7 C EB 61.9 E 58.8 E WB 26.9 C 31.0 C NB 37.2 D 37.7 D SB 25.4 C 26.3 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C Approach Intersection AM Peak Hour Intersection 1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F ApproachSignalized Intersections Direction PM Peak Hour 2 Western Ave/Anaheim St 37.4 D 69.7 E 29.1 C 11.1 B 5 Western Ave/Palos Verdes Dr North 43.2 D 3 Western Ave/262nd St 7.6 A 38.5 D 3.6 A 7 Western Ave/Horizon Wy 10.0 B 6 Western Ave/Peninsula Verde Dr 6.9 A 7.0 A 33.8 C 9 Western Ave/Westmont Dr‐Delasonde Dr 60.6 E 8 Western Ave/Avenue Aprenda 30.7 C 31.6 C 12.9 B 11 Western Ave/Caddington Dr 13.2 B 10 Western Ave/Toscanini Dr 29.2 C 23.2 C 26.1 C 13 Western Ave/Park Western Dr 11.3 B 12 Western Ave/Capitol Dr 24.5 C 22.2 C 31.2 C 15 Western Ave/Summerland Ave 26.1 C 14 Western Ave/Crestwood St 22.8 C 25.2 C 27.8 C 17 Western Ave/Weymouth Pl 30.9 C 16 Western Ave/1st St 38.8 D 31.5 C 5.3 A 19 Western Ave/9th St 35.0 D 18 Western Ave/Bynner Dr 6.4 A 39.7 D 29.2 C 21 Western Ave/25th St 32.6 C 20 Western Ave/19th St 42.5 D 33.3 C E-127 Scenario 2C Minus #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C EB 39.1 D 60.4 E 34.1 C 42.7 D 28.5 C 28.4 C WB 44.0 D 17.6 B 32.9 C 25.7 C 22.1 C 39.1 D NB 0.8 A 2.3 A 1.9 A 2.8 A 1.3 A 2.6 A SB 4.5 A 6.4 A 3.9 A 8.6 A 5.5 A 4.6 A EB 41.1 D 44.0 D 37.6 D 50.8 D 43.6 D 39.0 D WB 47.8 D 61.7 E 47.8 D 50.8 D 44.8 D 49.7 D NB 28.0 C 27.1 C 20.2 C 20.3 C 21.7 C 16.3 B SB 34.1 C 32.3 C 26.4 C 34.1 C 31.0 C 26.4 C EB 54.7 D 59.5 E 46.8 D 47.5 D 42.4 D 48.2 D WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A NB 4.9 A 4.1 A 1.4 A 3.3 A 1.8 A 4.7 A SB 2.5 A 2.5 A 1.7 A 2.0 A 2.7 A 1.5 A EB 49.1 D 0.3 A 0.4 A 2.5 A 0.4 A 1.3 A WB 8.9 A 14.5 B 15.3 B 10.5 B 21.3 C 24.7 C NB 6.9 A 3.8 A 5.5 A 2.0 A 2.8 A 1.6 A SB 5.0 A 9.4 A 8.5 A 4.7 A 4.2 A 4.5 A EB 26.1 C 58.1 E 3.1 A 14.4 B 2.7 A 1.5 A WB 0.0 A 57.3 E 50.8 D 53.3 D 52.8 D 52.0 D NB 5.8 A 10.0 B 5.5 A 8.6 A 6.6 A 5.5 A SB 4.0 A 23.2 C 11.8 B 6.5 A 5.3 A 4.3 A EB 60.6 E 82.3 F 40.0 D 50.6 D 35.9 D 39.5 D WB 32.4 C 40.9 D 28.3 C 41.1 D 41.6 D 36.3 D NB 21.5 C 29.2 C 11.5 B 32.8 C 29.4 C 13.8 B SB 13.8 B 27.4 C 12.8 B 18.7 B 21.6 C 15.1 B EB 44.6 D 60.1 E 1.5 A 29.6 C 1.4 A 39.6 D WB 78.8 E 88.6 F 64.3 E 89.3 F 64.8 E 62.9 E NB 8.6 A 10.6 B 3.2 A 5.5 A 5.8 A 5.6 A SB 11.7 B 16.7 B 14.4 B 5.9 A 4.7 A 4.6 A EB 7.6 A 5.8 A 54.2 D 24.0 C 63.0 E 12.8 B WB 0.2 A 29.2 C 19.8 B 31.4 C 23.7 C 13.0 B NB 5.2 A 8.1 A 7.8 A 18.2 B 16.6 B 7.1 A SB 1.2 A 7.4 A 5.3 A 11.7 B 12.9 B 2.8 A EB 68.8 E 47.3 D 57.9 E 45.5 D 48.4 D 47.7 D WB 29.3 C 45.2 D 33.2 C 39.7 D 38.4 D 35.4 D NB 2.4 A 11.1 B 5.8 A 14.2 B 13.5 B 8.4 A SB 19.0 B 22.4 C 17.1 B 17.0 B 19.5 B 18.4 B EB 0.0 A 0.0 A 0.2 A 26.1 C 22.8 C 18.9 B WB 39.1 D 57.9 E 41.4 D 81.2 F 61.2 E 51.0 D NB 2.0 A 7.3 A 1.3 A 3.1 A 4.3 A 6.1 A SB 1.3 A 7.1 A 2.3 A 13.8 B 7.2 A 5.3 A EB 62.1 E 71.5 E 56.5 E 61.9 E 60.3 E 56.9 E WB 43.6 D 70.8 E 60.4 E 109.8 F 84.8 F 67.5 E NB 7.1 A 17.8 B 7.8 A 16.1 B 11.8 B 6.4 A SB 5.2 A 29.4 C 5.6 A 29.1 C 29.7 C 17.9 B EB 44.4 D 74.5 E 58.1 E 47.7 D 42.6 D 44.1 D WB 30.3 C 38.1 D 29.1 C 36.8 D 37.0 D 28.2 C NB 5.8 A 17.6 B 10.2 B 11.6 B 13.0 B 8.9 A SB 13.2 B 15.1 B 19.4 B 29.7 C 26.5 C 26.0 C EB 62.4 E 67.7 E 55.2 E 59.4 E 56.9 E 56.7 E WB 23.6 C 39.5 D 37.4 D 35.5 D 32.2 C 26.2 C NB 16.9 B 21.3 C 13.3 B 14.2 B 11.3 B 12.1 B SB 13.6 B 24.9 C 15.4 B 23.3 C 17.1 B 18.9 B EB 58.0 E 58.3 E 47.4 D 53.8 D 52.9 D 52.4 D WB 11.5 B 24.0 C 29.8 C 30.2 C 31.7 C 37.1 D NB 25.6 C 35.0 D 29.8 C 34.6 C 34.2 C 30.9 C SB 23.6 C 23.5 C 21.2 C 27.3 C 27.6 C 27.8 C EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B 515 PM 545 PM 630 PM Approach Intersection Approach Intersection 715 AM 800 AM 845 AM Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection 1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E Signalized Intersections Direction 51.7 D 45.4 D 2 Western Ave/Anaheim St 21.6 C 49.4 D 51.9 D 29.0 C 27.3 C 23.9 C32.2 C 27.1 C A 6.3 A8.1 A 4.7 A 5 Western Ave/Palos Verdes Dr North 37.1 D 11.2 B 6.63 Western Ave/262nd St 5.9 A 38.6 D 35.1 D 32.4 C37.8 D 33.2 C A 3.2 A3.9 A 2.0 A 7 Western Ave/Horizon Wy 6.4 A 2.9 A 2.66 Western Ave/Peninsula Verde Dr 4.2 A 3.7 A 3.9 A 3.5 A6.0 A 7.0 A A 4.8 A21.3 C 8.0 A 9 Western Ave/Westmont Dr‐Delasonde Dr 25.1 C 7.8 A 5.98 Western Ave/Avenue Aprenda 7.6 A 28.0 C 27.4 C 18.2 B34.9 C 15.7 B A 7.1 A21.3 C 10.0 B 11 Western Ave/Caddington Dr 4.1 A 9.5 A 6.510 Western Ave/Toscanini Dr 14.8 B 15.2 B 18.1 B 5.2 A7.9 A 10.4 B C 18.2 B23.2 C 16.1 B 13 Western Ave/Park Western Dr 4.3 A 20.6 C 21.012 Western Ave/Capitol Dr 13.9 B 17.7 B 12.9 B 12.2 B13.0 B 4.3 A C 20.2 C30.0 C 12.3 B 15 Western Ave/Summerland Ave 14.5 B 31.6 C 29.114 Western Ave/Crestwood St 11.5 B 25.4 C 23.8 C 21.1 C21.2 C 19.0 B B 20.0 C29.7 C 21.7 C 17 Western Ave/Weymouth Pl 24.5 C 24.0 C 19.616 Western Ave/1st St 21.9 C 30.6 C 30.9 C 30.8 C28.7 C 26.7 C A 2.7 A7.0 A 4.6 A 19 Western Ave/9th St 25.0 C 5.1 A 4.318 Western Ave/Bynner Dr 4.6 A 40.9 D 29.4 C 26.1 C31.3 C 28.2 C B 14.6 B37.4 D 28.3 C 21 Western Ave/25th St 18.3 B 30.7 C 19.420 Western Ave/19th St 28.7 C 32.9 C 26.9 C 22.1 C34.5 C 25.0 C E-128 Scenario 3B #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 37.3 D 108.3 F WB 40.4 D 48.2 D NB 190.3 F 49.0 D SB 46.1 D 47.9 D EB 0.0 A 0.1 A WB 56.1 E 24.3 C NB 36.8 D 35.6 D SB 21.1 C 27.4 C EB 49.1 D 50.3 D WB 34.0 C 30.3 C NB 7.6 A 7.7 A SB 5.6 A 8.1 A EB 54.1 D 53.9 D WB 69.0 E 63.9 E NB 37.5 D 30.0 C SB 38.5 D 39.9 D EB 27.1 C 26.7 C WB 0.0 A 0.0 A NB 17.1 B 4.7 A SB 10.3 B 5.0 A EB 0.0 A 48.9 D WB 12.0 B 7.8 A NB 11.7 B 10.1 B SB 11.6 B 12.9 B EB 40.2 D 58.9 E WB 54.1 D 53.4 D NB 54.7 D 25.7 C SB 46.3 D 65.3 E EB 59.5 E 48.7 D WB 38.2 D 42.8 D NB 162.3 F 111.8 F SB 30.1 C 48.3 D EB 57.1 E 22.9 C WB 77.6 E 73.8 E NB 9.4 A 5.8 A SB 35.4 D 21.3 C EB 50.2 D 56.2 E WB 16.6 B 18.3 B NB 31.8 C 30.0 C SB 6.9 A 44.5 D EB 46.7 D 54.1 D WB 42.4 D 41.2 D NB 12.9 B 21.0 C SB 25.0 C 28.7 C EB 0.2 A 23.9 C WB 53.9 D 96.1 F NB 3.8 A 4.2 A SB 12.0 B 20.4 C EB 60.4 E 61.9 E WB 64.9 E 131.5 F NB 21.7 C 18.6 B SB 25.9 C 34.7 C EB 76.8 E 69.8 E WB 44.2 D 35.8 D NB 19.9 B 11.9 B SB 20.8 C 30.2 C EB 66.3 E 60.0 E WB 58.1 E 45.7 D NB 28.4 C 20.4 C SB 26.1 C 27.2 C EB 58.6 E 51.9 D WB 26.7 C 28.7 C NB 36.9 D 39.5 D SB 25.2 C 26.6 C EB 38.0 D 34.6 C WB 40.9 D 40.5 D NB 4.8 A 4.2 A SB 5.6 A 4.6 A EB 25.4 C 29.2 C WB 36.4 D 53.8 D NB 26.5 C 41.5 D SB 45.3 D 37.5 D EB 55.9 E 53.6 D WB 48.0 D 43.7 D NB 34.5 C 42.5 D SB 44.8 D 11.6 B EB 32.7 C 41.2 D WB 37.6 D 35.9 D NB 34.6 C 32.9 C SB 28.5 C 22.2 C 33.3 C21Western Ave/25th St 32.6 C 20 Western Ave/19th St 42.5 D 29.2 C 39.7 D19Western Ave/9th St 35.0 D 18 Western Ave/Bynner Dr 6.4 A 5.3 A 31.7 C17Western Ave/Weymouth Pl 30.5 C 16 Western Ave/1st St 36.9 D 29.6 C 25.7 C15Western Ave/Summerland Ave 26.5 C 14 Western Ave/Crestwood St 27.9 C 37.0 D 23.0 C13Western Ave/Park Western Dr 11.5 B 12 Western Ave/Capitol Dr 23.9 C 28.7 C 38.7 D11Western Ave/Caddington Dr 21.5 C 10 Western Ave/Toscanini Dr 26.8 C 16.1 B 71.3 E9 Western Ave/Westmont Dr‐Delasonde Dr 91.3 F 8 Western Ave/Avenue Aprenda 49.8 D 48.5 D 12.2 B7Western Ave/Horizon Wy 11.7 B 6 Western Ave/Peninsula Verde Dr 14.7 B 5.0 A 45.8 D5 Western Ave/Palos Verdes Dr North 48.3 D 3 Western Ave/262nd St 10.4 B 29.1 C 13.3 B 2 Western Ave/Anaheim St 37.4 D 69.7 E1 Western Ave/Pacific Coast Hwy (SR‐1)81.6 F ApproachSignalized Intersections Direction PM Peak Hour Approach Intersection AM Peak Hour Intersection E-129 Scenario 3B #Location Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS Delay (s) LOS Delay LOS EB 33.4 C 45.9 D 34.8 C 58.6 E 57.3 E 46.2 D WB 37.4 D 38.8 D 39.0 D 47.9 D 49.4 D 41.0 D NB 70.3 E 133.1 F 81.2 F 49.7 D 48.6 D 47.2 D SB 44.3 D 45.2 D 44.3 D 48.4 D 48.0 D 47.5 D EB 0.1 A 0.0 A 0.0 A 0.1 A 0.1 A 0.1 A WB 17.8 B 32.9 C 28.8 C 24.8 C 20.5 C 18.5 B NB 28.2 C 40.2 D 31.8 C 35.2 D 32.3 C 28.7 C SB 18.0 B 20.3 C 20.6 C 27.2 C 27.0 C 23.4 C EB 45.4 D 58.4 E 38.4 D 51.1 D 36.2 D 31.3 C WB 45.1 D 17.2 B 37.6 D 27.2 C 24.3 C 44.0 D NB 4.8 A 8.9 A 4.0 A 8.5 A 4.8 A 4.0 A SB 4.6 A 6.4 A 3.6 A 9.0 A 5.4 A 4.2 A EB 47.7 D 49.9 D 48.0 D 56.9 E 51.2 D 48.6 D WB 59.7 E 65.0 E 61.7 E 63.1 E 60.5 E 60.7 E NB 39.7 D 35.9 D 37.9 D 27.3 C 29.2 C 29.4 C SB 33.0 C 33.7 C 28.4 C 40.3 D 36.4 D 30.9 C EB 28.6 C 28.8 C 26.8 C 25.4 C 24.0 C 26.2 C WB 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A 0.0 A NB 5.0 A 6.8 A 6.2 A 5.7 A 3.7 A 3.8 A SB 4.0 A 5.2 A 5.4 A 6.4 A 5.0 A 4.5 A EB 44.4 D 0.0 A 0.3 A 2.1 A 0.4 A 1.1 A WB 7.9 A 9.3 A 14.8 B 9.4 A 20.0 C 22.8 C NB 9.5 A 10.2 B 8.0 A 7.8 A 7.6 A 6.7 A SB 9.4 A 9.5 A 8.7 A 10.1 B 8.7 A 7.8 A EB 19.6 B 52.4 D 2.1 A 11.1 B 1.9 A 0.7 A WB 0.0 A 53.3 D 55.2 E 40.5 D 39.6 D 36.5 D NB 14.7 B 38.0 D 14.0 B 11.6 B 10.0 B 9.6 A SB 10.6 B 28.6 C 11.2 B 22.9 C 19.6 B 14.3 B EB 52.8 D 50.5 D 42.4 D 47.2 D 36.3 D 40.2 D WB 32.4 C 36.6 D 31.5 C 41.0 D 43.3 D 37.0 D NB 31.8 C 58.2 E 23.3 C 55.5 E 43.2 D 25.6 C SB 22.1 C 15.7 B 10.6 B 35.3 D 34.7 C 28.2 C EB 31.2 C 44.4 D 1.2 A 24.0 C 1.1 A 33.1 C WB 64.1 E 87.7 F 54.7 D 63.1 E 53.2 D 51.7 D NB 6.2 A 7.6 A 4.5 A 5.4 A 5.6 A 7.0 A SB 16.4 B 21.6 C 14.9 B 19.3 B 18.6 B 14.4 B EB 3.9 A 2.9 A 45.7 D 13.6 B 50.7 D 7.4 A WB 0.0 A 21.3 C 17.5 B 26.4 C 19.8 B 11.0 B NB 6.1 A 19.3 B 17.4 B 20.2 C 22.0 C 10.0 B SB 1.3 A 6.2 A 5.1 A 15.1 B 21.5 C 6.1 A EB 55.3 E 45.1 D 57.0 E 45.5 D 45.4 D 41.1 D WB 24.2 C 44.0 D 32.5 C 39.7 D 35.4 D 29.5 C NB 3.5 A 10.7 B 5.5 A 10.5 B 18.0 B 8.3 A SB 11.3 B 29.2 C 18.1 B 32.6 C 26.6 C 25.7 C EB 0.0 A 0.0 A 0.2 A 26.1 C 21.6 C 17.6 B WB 29.8 C 57.7 E 40.6 D 81.2 F 59.0 E 48.4 D NB 1.3 A 6.0 A 1.7 A 3.4 A 9.3 A 5.5 A SB 1.7 A 8.1 A 3.1 A 13.8 B 11.1 B 4.9 A EB 49.1 D 64.5 E 55.1 E 61.9 E 56.5 E 48.3 D WB 36.6 D 69.5 E 58.9 E 109.8 F 125.3 F 57.6 E NB 6.6 A 16.7 B 7.7 A 16.1 B 10.3 B 6.8 A SB 6.1 A 36.0 D 10.5 B 36.8 D 29.9 C 22.4 C EB 37.5 D 68.0 E 57.8 E 47.7 D 39.8 D 40.5 D WB 25.3 C 35.2 D 28.5 C 36.8 D 34.3 C 23.2 C NB 6.5 A 18.1 B 9.3 A 11.8 B 13.0 B 24.6 C SB 22.8 C 20.4 C 20.8 C 27.1 C 27.4 C 22.8 C EB 48.9 D 61.8 E 53.9 D 59.4 E 53.5 D 48.9 D WB 24.6 C 40.4 D 37.8 D 35.6 D 36.1 D 27.3 C NB 14.2 B 20.4 C 13.2 B 14.2 B 9.0 A 11.9 B SB 17.6 B 23.7 C 16.0 B 24.9 C 19.0 B 14.9 B EB 45.8 D 54.6 D 46.2 D 53.8 D 48.7 D 45.3 D WB 10.0 B 23.8 C 30.3 C 30.2 C 31.9 C 37.1 D NB 28.0 C 35.3 D 29.9 C 34.6 C 37.3 D 35.5 D SB 19.5 B 24.8 C 20.1 C 27.0 C 22.9 C 16.2 B EB 39.9 D 36.4 D 37.4 D 35.5 D 31.0 C 0.5 A WB 37.6 D 42.6 D 38.5 D 40.3 D 38.4 D 38.3 D NB 3.7 A 5.0 A 3.8 A 4.1 A 3.6 A 2.3 A SB 3.5 A 6.0 A 3.8 A 4.4 A 3.9 A 2.7 A EB 23.9 C 24.5 C 27.0 C 29.0 C 24.2 C 30.1 C WB 35.5 D 38.5 D 32.3 C 59.1 E 43.2 D 44.6 D NB 22.4 C 24.4 C 25.8 C 46.4 D 29.4 C 21.0 C SB 24.7 C 36.1 D 30.0 C 34.1 C 28.1 C 24.6 C EB 59.6 E 55.6 E 55.3 E 54.9 D 55.3 E 52.3 D WB 43.1 D 49.8 D 46.5 D 42.0 D 43.6 D 45.3 D NB 26.2 C 33.7 C 24.6 C 47.6 D 25.7 C 17.8 B SB 18.4 B 35.1 D 21.9 C 10.4 B 6.1 A 4.2 A EB 28.5 C 33.0 C 32.0 C 40.0 D 35.5 D 31.7 C WB 17.3 B 38.8 D 28.3 C 31.4 C 25.4 C 22.7 C NB 28.3 C 37.7 D 34.7 C 30.1 C 29.2 C 24.4 C SB 10.4 B 31.6 C 14.2 B 25.8 C 18.4 B 15.0 B C 22.1 C34.5 C 25.0 C21Western Ave/25th St 18.3 B 30.7 C 19.420 Western Ave/19th St 28.7 C 32.9 C 26.9 B 14.6 B37.4 D 28.3 C C 26.1 C31.3 C 28.2 C19Western Ave/9th St 25.0 C 5.1 A 4.318 Western Ave/Bynner Dr 4.6 A 40.9 D 29.4 A 2.7 A7.0 A 4.6 A C 24.7 C29.2 C 26.2 C17Western Ave/Weymouth Pl 22.6 C 24.7 C 20.216 Western Ave/1st St 20.6 C 30.5 C 29.3 C 17.9 B28.6 C 21.9 C C 23.9 C23.3 C 19.0 B15 Western Ave/Summerland Ave 16.0 B 35.0 D 32.014 Western Ave/Crestwood St 10.4 B 24.1 C 23.7 C 21.2 C31.5 C 13.9 B B 11.4 B12.8 B 4.7 A13 Western Ave/Park Western Dr 3.4 A 26.9 C 25.512 Western Ave/Capitol Dr 10.9 B 17.8 B 16.5 C 21.0 C25.4 C 16.2 B C 7.7 A12.2 B 14.4 B11Western Ave/Caddington Dr 4.4 A 15.2 B 13.710 Western Ave/Toscanini Dr 13.3 B 17.0 B 23.8 B 12.5 B19.9 B 10.5 B D 28.8 C41.3 D 20.9 C9 Western Ave/Westmont Dr‐Delasonde Dr 31.3 C 17.9 B 15.48 Western Ave/Avenue Aprenda 13.9 B 44.0 D 38.9 B 12.0 B37.6 D 12.6 B A 7.4 A9.9 A 8.4 A7Western Ave/Horizon Wy 9.6 A 6.2 A 4.66 Western Ave/Peninsula Verde Dr 4.8 A 9.1 A 8.4 A 4.4 A6.4 A 6.1 A D 42.0 D43.8 D 45.6 D5 Western Ave/Palos Verdes Dr North 45.8 D 14.7 B 8.73 Western Ave/262nd St 8.5 A 46.2 D 43.8 27.1 C A 6.9 A12.2 B 6.1 A 51.7 D 45.4 D 2 Western Ave/Anaheim St 21.6 C 49.4 D 51.9 D 29.0 C 27.3 C 23.9 C32.2 C 1 Western Ave/Pacific Coast Hwy (SR‐1)45.1 D 68.5 E Signalized Intersections Direction 515 PM 545 PM 630 PM Approach Intersection Approach Intersection 715 AM 800 AM 845 AM Approach Intersection Approach IntersectionApproachIntersectionApproachIntersection E-130 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.        APPENDIX C – SIMULATION OUTPUTS    E-131 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.          Existing Conditions    E-132 Arterial Level of Service Existing Conditions 01/02/2024 EX_AM SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 50.7 57.4 0.1 5 Bagels Galore Ctr 107 3.3 9.9 0.1 27 19th St 20 26.4 47.2 0.2 18 Dodson Ave 109 3.9 16.3 0.1 30 27 1.3 21.9 0.2 37 9th St 19 18.6 51.9 0.4 26 Byner Dr 18 7.5 23.3 0.2 27 Weymouth Ave 17 25.3 67.2 0.4 22 1st Ave 16 49.0 58.8 0.1 6 Summerland Ave 15 42.7 68.8 0.3 13 Inn 108 4.4 14.7 0.1 24 Crestwood St 14 28.1 38.9 0.1 10 Park Plaza 106 3.3 11.8 0.1 25 Park Western Dr 13 7.4 14.0 0.1 16 Capitol Dr 12 24.2 35.6 0.1 11 Harbour Cove 105 21.7 31.3 0.1 11 Church Driveway 11 151.3 171.5 0.2 4 Palos Verdes Plaza 104 48.5 59.9 0.1 5 Toscanini Dr 10 87.6 97.4 0.1 4 Westmont Plaza Shopp 103 77.5 87.3 0.1 4 Westmont Dr 9 137.4 152.1 0.1 3 Garden Village Shopp 102 3.6 13.6 0.1 27 Greengate Ave 8 33.8 51.7 0.2 12 Horizon Way 7 13.8 37.7 0.2 22 26 4.1 16.5 0.1 26 Peninsula Verde Dr 6 8.6 36.7 0.3 27 Palos Verdes Dr N 5 36.4 56.2 0.2 14 Rolling Hills View C 101 3.1 9.4 0.1 23 263rd St 4 81.6 109.5 0.3 9 262nd St 3 112.1 126.1 0.1 3 Anaheim St 2 195.7 266.2 0.1 3 25 65.1 74.9 0.1 5 Pacific Coast Highwa 1 111.2 119.2 0.1 3 Total 1489.3 2054.9 5.1 9 E-133 Arterial Level of Service Existing Conditions 01/02/2024 EX_AM SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 47.4 55.0 0.1 5 25 4.0 13.6 0.1 23 260th St 2 18.6 28.5 0.1 12 262nd St 3 9.9 24.9 0.1 22 263rd St 4 1.7 12.6 0.1 30 Rolling Hills View C 101 4.2 32.4 0.3 30 Palos Verdes Dr N 5 35.5 40.8 0.1 5 Peninsula Verde Dr 6 9.9 32.1 0.2 24 26 3.3 32.2 0.3 31 Green Hills Dr 7 5.4 17.6 0.1 25 Avenue Aprenda 8 18.0 38.5 0.2 22 Garden Village Shopp 102 2.9 19.8 0.2 32 Delasonde Dr 9 20.7 30.9 0.1 12 Westmont Plaza Shopp 103 3.1 16.3 0.1 28 Toscanini Dr 10 29.0 38.4 0.1 9 Palos Verdes Plaza 104 3.4 13.1 0.1 27 Caddington Dr 11 5.4 14.4 0.1 21 Harbour Cove 105 3.0 24.1 0.2 31 Trudie Dr 12 9.6 19.2 0.1 18 O'Reiley Parking Lot 13 5.9 17.6 0.1 23 Park Plaza 106 2.1 8.5 0.1 27 Crestwood St 14 27.3 35.6 0.1 8 Inn 108 2.9 14.0 0.1 28 Summerland Ave 15 15.2 25.0 0.1 14 1st Ave 16 24.7 51.0 0.3 18 Weymouth Ave 17 7.1 16.9 0.1 20 Byner Dr 18 9.6 47.5 0.4 32 9th St 19 19.6 34.8 0.2 18 27 6.2 40.0 0.4 34 Dodson Ave 109 2.7 23.1 0.2 35 19th St 20 30.5 42.4 0.1 12 Bagels Galore Ctr 107 7.8 28.9 0.2 30 25th St 21 47.0 53.4 0.1 5 Total 443.6 942.9 5.1 20 E-134 Arterial Level of Service Existing Conditiions 01/03/2024 EX_PM SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 54.0 61.2 0.1 4 Bagels Galore Ctr 107 2.8 8.3 0.1 32 19th St 20 29.2 50.4 0.2 17 Dodson Ave 109 4.3 16.7 0.1 30 27 1.4 22.1 0.2 37 9th St 19 38.5 71.7 0.4 19 Byner Dr 18 8.4 24.4 0.2 25 Weymouth Ave 17 59.4 101.1 0.4 15 1st Ave 16 58.4 68.8 0.1 5 Summerland Ave 15 29.3 54.0 0.3 17 Inn 108 6.8 17.0 0.1 21 Crestwood St 14 41.1 51.9 0.1 7 Park Plaza 106 4.4 12.7 0.1 23 Park Western Dr 13 12.6 19.2 0.1 12 Capitol Dr 12 24.8 35.7 0.1 11 Harbour Cove 105 5.5 15.2 0.1 23 Church Driveway 11 21.0 42.0 0.2 18 Palos Verdes Plaza 104 2.9 12.4 0.1 25 Toscanini Dr 10 9.9 19.8 0.1 18 Westmont Plaza Shopp 103 2.8 12.2 0.1 27 Westmont Dr 9 72.8 85.7 0.1 5 Garden Village Shopp 102 3.3 13.4 0.1 27 Greengate Ave 8 21.9 40.0 0.2 16 Horizon Way 7 17.0 40.6 0.2 21 26 4.5 17.0 0.1 26 Peninsula Verde Dr 6 5.2 32.0 0.3 31 Palos Verdes Dr N 5 26.2 46.6 0.2 16 Rolling Hills View C 101 2.4 9.2 0.1 23 263rd St 4 2.3 30.6 0.3 32 262nd St 3 7.0 17.6 0.1 22 Anaheim St 2 34.3 49.0 0.1 11 25 3.3 13.5 0.1 25 Pacific Coast Highwa 1 40.0 48.6 0.1 7 Total 657.7 1160.8 5.1 16 E-135 Arterial Level of Service Existing Conditiions 01/03/2024 EX_PM SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 53.4 65.8 0.1 5 25 4.0 13.6 0.1 23 260th St 2 21.4 30.9 0.1 11 262nd St 3 7.5 22.4 0.1 24 263rd St 4 1.9 12.6 0.1 30 Rolling Hills View C 101 7.1 34.7 0.3 28 Palos Verdes Dr N 5 34.7 39.9 0.1 5 Peninsula Verde Dr 6 7.0 28.6 0.2 27 26 3.1 31.6 0.3 32 Green Hills Dr 7 8.9 21.2 0.1 21 Avenue Aprenda 8 38.1 61.0 0.2 14 Garden Village Shopp 102 6.0 23.2 0.2 27 Delasonde Dr 9 37.1 47.3 0.1 8 Westmont Plaza Shopp 103 4.5 17.8 0.1 26 Toscanini Dr 10 15.8 25.2 0.1 13 Palos Verdes Plaza 104 4.7 14.7 0.1 24 Caddington Dr 11 21.6 30.5 0.1 10 Harbour Cove 105 6.7 27.0 0.2 28 Trudie Dr 12 13.4 23.1 0.1 15 O'Reiley Parking Lot 13 11.5 23.1 0.1 17 Park Plaza 106 13.6 20.0 0.1 11 Crestwood St 14 43.8 52.0 0.1 6 Inn 108 5.5 16.6 0.1 23 Summerland Ave 15 21.7 31.4 0.1 11 1st Ave 16 29.5 54.9 0.3 17 Weymouth Ave 17 16.5 26.5 0.1 13 Byner Dr 18 9.8 46.7 0.4 32 9th St 19 37.8 52.9 0.2 12 27 7.3 41.5 0.4 32 Dodson Ave 109 2.5 22.7 0.2 36 19th St 20 10.4 22.3 0.1 22 Bagels Galore Ctr 107 3.5 23.7 0.2 36 25th St 21 35.1 41.5 0.1 6 Total 545.4 1047.1 5.1 18 E-136 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.          Project Scenarios    E-137 Arterial Level of Service Scenario 1A 01/03/2024 S1A_AM 3 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 44.9 51.6 0.1 5 Bagels Galore Ctr 107 3.3 9.5 0.1 28 19th St 20 30.0 51.4 0.2 17 Dodson Ave 109 4.1 16.5 0.1 30 27 1.3 22.0 0.2 37 9th St 19 18.2 51.7 0.4 26 Byner Dr 18 8.9 24.9 0.2 25 Weymouth Ave 17 19.1 60.7 0.4 25 1st Ave 16 50.2 59.8 0.1 6 Summerland Ave 15 41.3 67.5 0.3 14 Inn 108 4.5 15.0 0.1 24 Crestwood St 14 16.2 27.0 0.1 14 Park Plaza 106 2.6 11.1 0.1 26 Park Western Dr 13 4.9 11.4 0.1 20 Capitol Dr 12 20.6 32.0 0.1 13 Harbour Cove 105 4.6 14.2 0.1 24 Church Driveway 11 18.2 39.2 0.2 19 Palos Verdes Plaza 104 3.7 13.1 0.1 24 Toscanini Dr 10 9.7 19.6 0.1 18 Westmont Plaza Shopp 103 4.3 13.7 0.1 24 Westmont Dr 9 55.7 69.0 0.1 7 Garden Village Shopp 102 3.4 13.5 0.1 27 Greengate Ave 8 37.1 54.9 0.2 11 Horizon Way 7 11.3 35.0 0.2 24 26 3.5 15.9 0.1 27 Peninsula Verde Dr 6 7.2 35.4 0.3 28 Palos Verdes Dr N 5 38.3 58.2 0.2 13 Rolling Hills View C 101 3.1 9.3 0.1 23 263rd St 4 105.9 133.7 0.3 7 262nd St 3 114.3 128.9 0.1 3 Anaheim St 2 188.0 284.2 0.1 3 25 63.8 73.3 0.1 5 Pacific Coast Highwa 1 118.2 126.4 0.1 3 Total 1060.2 1649.6 5.1 12 E-138 Arterial Level of Service Scenario 1A 01/03/2024 S1A_AM 3 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 46.7 54.5 0.1 5 25 3.4 13.4 0.1 24 260th St 2 15.7 25.3 0.1 13 262nd St 3 10.0 25.0 0.1 21 263rd St 4 1.7 12.5 0.1 30 Rolling Hills View C 101 3.8 32.0 0.3 31 Palos Verdes Dr N 5 35.4 40.7 0.1 5 Peninsula Verde Dr 6 7.4 29.6 0.2 26 26 2.6 31.6 0.3 32 Green Hills Dr 7 4.9 17.0 0.1 26 Avenue Aprenda 8 19.2 39.7 0.2 21 Garden Village Shopp 102 2.7 19.4 0.2 32 Delasonde Dr 9 22.9 33.2 0.1 11 Westmont Plaza Shopp 103 2.8 15.9 0.1 29 Toscanini Dr 10 31.6 41.0 0.1 8 Palos Verdes Plaza 104 4.0 13.8 0.1 26 Caddington Dr 11 6.0 15.0 0.1 20 Harbour Cove 105 6.2 27.1 0.2 28 Trudie Dr 12 26.4 36.0 0.1 10 O'Reiley Parking Lot 13 7.4 18.9 0.1 21 Park Plaza 106 2.7 9.0 0.1 25 Crestwood St 14 23.0 31.2 0.1 9 Inn 108 2.6 13.6 0.1 28 Summerland Ave 15 18.1 27.9 0.1 13 1st Ave 16 19.6 45.6 0.3 20 Weymouth Ave 17 7.2 16.9 0.1 20 Byner Dr 18 8.2 45.8 0.4 33 9th St 19 14.7 29.9 0.2 21 27 5.6 39.0 0.4 35 Dodson Ave 109 2.9 23.1 0.2 35 19th St 20 30.0 42.0 0.1 12 Bagels Galore Ctr 107 7.1 28.1 0.2 31 25th St 21 38.1 44.6 0.1 6 Total 440.7 938.3 5.1 20 E-139 Arterial Level of Service Scenario 1A 01/03/2024 S1A_PM 3 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 47.8 54.5 0.1 5 Bagels Galore Ctr 107 2.7 8.2 0.1 33 19th St 20 22.2 43.4 0.2 20 Dodson Ave 109 3.8 16.1 0.1 31 27 1.3 21.9 0.2 37 9th St 19 35.1 68.2 0.4 20 Byner Dr 18 6.9 22.8 0.2 27 Weymouth Ave 17 49.5 91.2 0.4 16 1st Ave 16 54.8 64.8 0.1 5 Summerland Ave 15 28.6 52.5 0.3 18 Inn 108 5.0 15.1 0.1 24 Crestwood St 14 23.1 33.9 0.1 11 Park Plaza 106 3.3 11.6 0.1 25 Park Western Dr 13 6.4 13.0 0.1 17 Capitol Dr 12 20.9 31.9 0.1 13 Harbour Cove 105 7.1 16.8 0.1 20 Church Driveway 11 20.5 41.5 0.2 18 Palos Verdes Plaza 104 3.3 12.8 0.1 24 Toscanini Dr 10 9.4 19.4 0.1 18 Westmont Plaza Shopp 103 2.9 12.3 0.1 27 Westmont Dr 9 46.8 60.0 0.1 8 Garden Village Shopp 102 3.1 13.2 0.1 28 Greengate Ave 8 10.1 27.9 0.2 22 Horizon Way 7 9.4 33.3 0.2 25 26 2.7 15.2 0.1 29 Peninsula Verde Dr 6 4.0 30.7 0.3 32 Palos Verdes Dr N 5 21.6 42.2 0.2 18 Rolling Hills View C 101 1.9 8.6 0.1 24 263rd St 4 2.3 30.5 0.3 32 262nd St 3 3.0 13.4 0.1 28 Anaheim St 2 28.6 43.4 0.1 12 25 3.4 13.3 0.1 25 Pacific Coast Highwa 1 41.5 50.5 0.1 7 Total 533.0 1034.1 5.1 18 E-140 Arterial Level of Service Scenario 1A 01/03/2024 S1A_PM 3 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 48.5 56.9 0.1 5 25 4.3 14.2 0.1 23 260th St 2 21.2 30.2 0.1 11 262nd St 3 9.3 24.4 0.1 22 263rd St 4 1.6 12.4 0.1 31 Rolling Hills View C 101 9.5 37.3 0.3 26 Palos Verdes Dr N 5 36.3 41.5 0.1 5 Peninsula Verde Dr 6 5.1 26.8 0.2 28 26 2.8 31.5 0.3 32 Green Hills Dr 7 7.3 19.6 0.1 22 Avenue Aprenda 8 31.7 54.7 0.2 15 Garden Village Shopp 102 5.6 23.0 0.2 27 Delasonde Dr 9 19.7 29.9 0.1 12 Westmont Plaza Shopp 103 3.5 16.9 0.1 27 Toscanini Dr 10 10.1 19.5 0.1 17 Palos Verdes Plaza 104 4.4 14.4 0.1 24 Caddington Dr 11 21.0 29.9 0.1 10 Harbour Cove 105 22.2 42.5 0.2 18 Trudie Dr 12 32.3 42.1 0.1 8 O'Reiley Parking Lot 13 11.9 23.5 0.1 17 Park Plaza 106 10.0 16.4 0.1 14 Crestwood St 14 30.6 38.8 0.1 8 Inn 108 5.2 16.1 0.1 24 Summerland Ave 15 21.3 31.1 0.1 11 1st Ave 16 29.2 54.7 0.3 17 Weymouth Ave 17 22.1 32.1 0.1 11 Byner Dr 18 10.0 47.3 0.4 32 9th St 19 37.9 52.8 0.2 12 27 7.2 40.8 0.4 33 Dodson Ave 109 2.7 22.8 0.2 36 19th St 20 8.7 20.7 0.1 24 Bagels Galore Ctr 107 2.7 22.8 0.2 38 25th St 21 34.9 41.5 0.1 6 Total 530.8 1029.1 5.1 18 E-141 Arterial Level of Service Scenario 2A 01/03/2024 S2A_AM 3 thru 15 adaptive SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 45.3 51.7 0.1 5 Bagels Galore Ctr 107 3.3 9.9 0.1 27 19th St 20 29.9 51.2 0.2 17 Dodson Ave 109 3.9 16.3 0.1 30 27 1.2 21.7 0.2 38 9th St 19 18.3 51.6 0.4 26 Byner Dr 18 7.2 23.1 0.2 27 Weymouth Ave 17 27.4 68.7 0.4 22 1st Ave 16 60.3 70.1 0.1 5 Summerland Ave 15 37.5 63.2 0.3 15 Inn 108 4.7 15.2 0.1 24 Crestwood St 14 18.8 29.6 0.1 13 Park Plaza 106 2.4 10.9 0.1 27 Park Western Dr 13 3.7 10.3 0.1 22 Capitol Dr 12 15.2 26.5 0.1 15 Harbour Cove 105 3.4 13.1 0.1 26 Church Driveway 11 14.7 35.9 0.2 21 Palos Verdes Plaza 104 3.1 12.5 0.1 25 Toscanini Dr 10 10.4 20.4 0.1 17 Westmont Plaza Shopp 103 2.4 11.9 0.1 28 Westmont Dr 9 33.7 46.8 0.1 10 Garden Village Shopp 102 3.3 13.5 0.1 27 Greengate Ave 8 34.8 52.8 0.2 12 Horizon Way 7 13.3 37.1 0.2 23 26 4.1 16.7 0.1 26 Peninsula Verde Dr 6 21.7 49.5 0.3 20 Palos Verdes Dr N 5 69.0 88.6 0.2 9 Rolling Hills View C 101 10.3 17.6 0.1 13 263rd St 4 109.9 136.9 0.3 7 262nd St 3 84.5 95.5 0.1 4 Anaheim St 2 191.1 254.8 0.1 3 25 63.9 73.6 0.1 5 Pacific Coast Highwa 1 117.2 125.2 0.1 3 Total 1070.0 1622.5 5.1 12 E-142 Arterial Level of Service Scenario 2A 01/03/2024 S2A_AM 3 thru 15 adaptive SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 48.9 56.5 0.1 5 25 3.7 13.4 0.1 24 260th St 2 18.4 28.1 0.1 12 262nd St 3 7.9 22.7 0.1 24 263rd St 4 1.5 12.4 0.1 31 Rolling Hills View C 101 3.7 32.0 0.3 31 Palos Verdes Dr N 5 37.1 42.4 0.1 5 Peninsula Verde Dr 6 7.2 29.1 0.2 26 26 2.9 31.7 0.3 31 Green Hills Dr 7 4.8 17.1 0.1 25 Avenue Aprenda 8 19.7 40.2 0.2 21 Garden Village Shopp 102 2.6 19.4 0.2 32 Delasonde Dr 9 22.8 33.1 0.1 11 Westmont Plaza Shopp 103 2.6 15.8 0.1 29 Toscanini Dr 10 33.8 43.1 0.1 8 Palos Verdes Plaza 104 4.0 13.7 0.1 26 Caddington Dr 11 5.1 14.1 0.1 22 Harbour Cove 105 3.4 24.4 0.2 31 Trudie Dr 12 21.0 30.7 0.1 11 O'Reiley Parking Lot 13 8.1 19.7 0.1 20 Park Plaza 106 2.5 8.8 0.1 26 Crestwood St 14 17.5 25.7 0.1 11 Inn 108 3.0 14.0 0.1 27 Summerland Ave 15 18.6 28.5 0.1 13 1st Ave 16 21.1 46.6 0.3 20 Weymouth Ave 17 11.0 20.9 0.1 17 Byner Dr 18 11.5 49.3 0.4 30 9th St 19 21.3 36.5 0.2 17 27 6.3 39.9 0.4 34 Dodson Ave 109 3.1 23.4 0.2 35 19th St 20 32.8 44.7 0.1 11 Bagels Galore Ctr 107 7.5 28.4 0.2 30 25th St 21 34.1 40.4 0.1 7 Total 449.7 946.9 5.1 20 E-143 Arterial Level of Service Scenario 2A 01/03/2024 S2A_PM 3 thru 15 adaptive SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 47.4 54.5 0.1 5 Bagels Galore Ctr 107 2.6 7.9 0.1 34 19th St 20 26.1 47.4 0.2 18 Dodson Ave 109 4.6 16.9 0.1 29 27 1.5 21.9 0.2 37 9th St 19 34.9 67.8 0.4 20 Byner Dr 18 9.7 25.4 0.2 24 Weymouth Ave 17 182.0 222.6 0.4 7 1st Ave 16 87.2 98.2 0.1 4 Summerland Ave 15 28.5 52.9 0.3 18 Inn 108 4.3 14.4 0.1 25 Crestwood St 14 22.2 33.0 0.1 12 Park Plaza 106 2.3 10.6 0.1 28 Park Western Dr 13 4.4 11.0 0.1 21 Capitol Dr 12 20.0 31.3 0.1 13 Harbour Cove 105 6.6 16.3 0.1 21 Church Driveway 11 23.6 44.5 0.2 17 Palos Verdes Plaza 104 3.9 13.3 0.1 23 Toscanini Dr 10 9.2 19.3 0.1 18 Westmont Plaza Shopp 103 2.6 12.1 0.1 28 Westmont Dr 9 39.6 52.6 0.1 9 Garden Village Shopp 102 3.0 13.1 0.1 28 Greengate Ave 8 11.3 29.2 0.2 21 Horizon Way 7 13.7 37.5 0.2 23 26 3.6 16.2 0.1 27 Peninsula Verde Dr 6 4.1 31.2 0.3 32 Palos Verdes Dr N 5 26.4 46.9 0.2 16 Rolling Hills View C 101 2.3 9.0 0.1 23 263rd St 4 2.0 30.6 0.3 32 262nd St 3 1.8 12.4 0.1 31 Anaheim St 2 26.1 40.9 0.1 13 25 3.1 13.2 0.1 26 Pacific Coast Highwa 1 34.3 43.1 0.1 7 Total 694.9 1197.0 5.1 15 E-144 Arterial Level of Service Scenario 2A 01/03/2024 S2A_PM 3 thru 15 adaptive SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 45.8 54.2 0.1 6 25 3.5 13.3 0.1 24 260th St 2 22.2 31.4 0.1 11 262nd St 3 8.8 23.8 0.1 22 263rd St 4 1.8 12.4 0.1 31 Rolling Hills View C 101 7.0 34.5 0.3 29 Palos Verdes Dr N 5 34.3 39.6 0.1 5 Peninsula Verde Dr 6 4.9 26.8 0.2 28 26 2.8 31.4 0.3 32 Green Hills Dr 7 8.5 20.7 0.1 21 Avenue Aprenda 8 33.5 56.3 0.2 15 Garden Village Shopp 102 5.8 23.3 0.2 27 Delasonde Dr 9 20.4 30.7 0.1 12 Westmont Plaza Shopp 103 5.9 19.3 0.1 24 Toscanini Dr 10 16.3 25.8 0.1 13 Palos Verdes Plaza 104 4.4 14.5 0.1 24 Caddington Dr 11 21.0 29.9 0.1 10 Harbour Cove 105 11.3 31.7 0.2 24 Trudie Dr 12 25.7 35.5 0.1 10 O'Reiley Parking Lot 13 5.2 16.8 0.1 24 Park Plaza 106 5.5 12.0 0.1 19 Crestwood St 14 29.5 37.7 0.1 8 Inn 108 8.0 19.0 0.1 20 Summerland Ave 15 27.8 37.6 0.1 10 1st Ave 16 29.2 54.9 0.3 17 Weymouth Ave 17 30.5 40.4 0.1 9 Byner Dr 18 14.2 51.5 0.4 29 9th St 19 26.1 41.3 0.2 15 27 7.2 41.5 0.4 33 Dodson Ave 109 2.5 22.9 0.2 36 19th St 20 7.4 19.4 0.1 25 Bagels Galore Ctr 107 2.9 22.9 0.2 38 25th St 21 39.3 45.8 0.1 6 Total 519.1 1018.5 5.1 18 E-145 Arterial Level of Service Scenario 2B 01/03/2024 S2B_AM 12 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 50.1 56.6 0.1 5 Bagels Galore Ctr 107 3.4 9.9 0.1 27 19th St 20 25.0 46.4 0.2 19 Dodson Ave 109 3.7 16.0 0.1 31 27 1.2 21.7 0.2 38 9th St 19 16.7 50.1 0.4 27 Byner Dr 18 6.6 22.4 0.2 28 Weymouth Ave 17 17.9 59.9 0.4 25 1st Ave 16 45.5 55.1 0.1 6 Summerland Ave 15 19.7 45.6 0.3 20 Inn 108 9.4 19.8 0.1 18 Crestwood St 14 32.7 43.3 0.1 9 Park Plaza 106 14.8 23.3 0.1 13 Park Western Dr 13 19.7 26.2 0.1 9 Capitol Dr 12 53.9 65.1 0.1 6 Harbour Cove 105 49.4 59.0 0.1 6 Church Driveway 11 230.9 251.1 0.2 3 Palos Verdes Plaza 104 53.3 65.2 0.1 5 Toscanini Dr 10 92.8 102.8 0.1 3 Westmont Plaza Shopp 103 75.8 85.8 0.1 4 Westmont Dr 9 132.1 145.2 0.1 3 Garden Village Shopp 102 3.9 13.9 0.1 27 Greengate Ave 8 35.5 53.5 0.2 12 Horizon Way 7 14.8 38.8 0.2 22 26 3.9 16.4 0.1 27 Peninsula Verde Dr 6 9.9 38.2 0.3 26 Palos Verdes Dr N 5 43.0 62.8 0.2 12 Rolling Hills View C 101 2.9 9.0 0.1 24 263rd St 4 13.8 41.8 0.3 24 262nd St 3 58.9 69.6 0.1 5 Anaheim St 2 167.1 202.0 0.1 3 25 69.4 79.0 0.1 4 Pacific Coast Highwa 1 113.2 121.2 0.1 3 Total 1490.9 2016.8 5.1 9 E-146 Arterial Level of Service Scenario 2B 01/03/2024 S2B_AM 12 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 50.7 58.4 0.1 5 25 3.5 13.2 0.1 24 260th St 2 15.5 25.1 0.1 13 262nd St 3 8.6 23.4 0.1 23 263rd St 4 1.8 12.7 0.1 30 Rolling Hills View C 101 3.5 31.6 0.3 31 Palos Verdes Dr N 5 37.9 43.2 0.1 5 Peninsula Verde Dr 6 9.7 31.6 0.2 24 26 3.4 32.1 0.3 31 Green Hills Dr 7 5.1 17.2 0.1 25 Avenue Aprenda 8 21.7 41.9 0.2 20 Garden Village Shopp 102 3.3 20.1 0.2 31 Delasonde Dr 9 24.7 34.8 0.1 11 Westmont Plaza Shopp 103 3.4 16.6 0.1 28 Toscanini Dr 10 29.5 39.0 0.1 9 Palos Verdes Plaza 104 4.0 13.7 0.1 26 Caddington Dr 11 6.4 15.4 0.1 20 Harbour Cove 105 3.3 24.2 0.2 31 Trudie Dr 12 19.4 29.2 0.1 12 O'Reiley Parking Lot 13 7.5 19.1 0.1 21 Park Plaza 106 2.1 8.5 0.1 27 Crestwood St 14 22.5 30.8 0.1 10 Inn 108 3.3 14.4 0.1 27 Summerland Ave 15 14.2 24.2 0.1 15 1st Ave 16 27.4 53.8 0.3 17 Weymouth Ave 17 8.1 18.0 0.1 19 Byner Dr 18 11.1 48.7 0.4 31 9th St 19 19.8 35.0 0.2 18 27 6.3 39.8 0.4 34 Dodson Ave 109 2.9 23.1 0.2 35 19th St 20 31.9 43.9 0.1 11 Bagels Galore Ctr 107 6.9 27.9 0.2 31 25th St 21 39.9 46.2 0.1 6 Total 459.2 956.6 5.1 19 E-147 Arterial Level of Service Scenario 2B 01/03/2024 S2B_PM 12 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 47.8 54.5 0.1 5 Bagels Galore Ctr 107 2.6 8.0 0.1 34 19th St 20 28.8 49.8 0.2 17 Dodson Ave 109 4.2 16.6 0.1 30 27 1.5 22.2 0.2 37 9th St 19 39.3 71.9 0.4 19 Byner Dr 18 8.9 24.8 0.2 25 Weymouth Ave 17 248.4 288.2 0.4 5 1st Ave 16 81.5 95.5 0.1 4 Summerland Ave 15 27.8 52.1 0.3 18 Inn 108 4.9 14.8 0.1 24 Crestwood St 14 23.0 33.8 0.1 11 Park Plaza 106 2.6 10.9 0.1 27 Park Western Dr 13 3.9 10.5 0.1 22 Capitol Dr 12 19.2 30.4 0.1 13 Harbour Cove 105 5.7 15.4 0.1 22 Church Driveway 11 27.3 47.9 0.2 16 Palos Verdes Plaza 104 3.6 13.0 0.1 24 Toscanini Dr 10 7.1 17.1 0.1 21 Westmont Plaza Shopp 103 4.6 14.0 0.1 24 Westmont Dr 9 78.2 91.1 0.1 5 Garden Village Shopp 102 3.7 14.0 0.1 26 Greengate Ave 8 16.2 34.3 0.2 18 Horizon Way 7 13.7 37.8 0.2 22 26 3.9 16.4 0.1 27 Peninsula Verde Dr 6 5.9 32.8 0.3 30 Palos Verdes Dr N 5 25.9 46.4 0.2 16 Rolling Hills View C 101 2.4 9.1 0.1 23 263rd St 4 2.3 30.7 0.3 32 262nd St 3 6.4 16.8 0.1 23 Anaheim St 2 30.6 45.3 0.1 12 25 3.1 13.1 0.1 26 Pacific Coast Highwa 1 34.5 43.0 0.1 7 Total 819.4 1322.3 5.1 14 E-148 Arterial Level of Service Scenario 2B 01/03/2024 S2B_PM 12 thru 15 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 45.1 53.6 0.1 6 25 4.0 13.7 0.1 23 260th St 2 21.8 31.1 0.1 11 262nd St 3 8.0 23.0 0.1 23 263rd St 4 1.9 12.6 0.1 30 Rolling Hills View C 101 6.5 34.3 0.3 29 Palos Verdes Dr N 5 33.1 38.3 0.1 5 Peninsula Verde Dr 6 7.2 28.8 0.2 26 26 3.4 32.1 0.3 31 Green Hills Dr 7 8.8 21.2 0.1 21 Avenue Aprenda 8 35.6 58.2 0.2 14 Garden Village Shopp 102 12.0 29.5 0.2 21 Delasonde Dr 9 49.7 59.8 0.1 6 Westmont Plaza Shopp 103 6.1 19.4 0.1 24 Toscanini Dr 10 17.3 26.7 0.1 13 Palos Verdes Plaza 104 5.7 15.7 0.1 22 Caddington Dr 11 24.0 32.9 0.1 9 Harbour Cove 105 7.6 27.9 0.2 27 Trudie Dr 12 21.7 31.5 0.1 11 O'Reiley Parking Lot 13 8.3 19.9 0.1 20 Park Plaza 106 8.3 14.8 0.1 15 Crestwood St 14 38.3 46.6 0.1 6 Inn 108 5.4 16.4 0.1 24 Summerland Ave 15 23.3 33.2 0.1 11 1st Ave 16 24.8 49.6 0.3 19 Weymouth Ave 17 26.1 36.1 0.1 10 Byner Dr 18 12.8 49.8 0.4 30 9th St 19 33.2 48.3 0.2 13 27 7.1 41.1 0.4 33 Dodson Ave 109 2.4 22.7 0.2 36 19th St 20 8.8 20.7 0.1 24 Bagels Galore Ctr 107 2.9 23.3 0.2 37 25th St 21 30.8 37.2 0.1 7 Total 552.2 1050.0 5.1 18 E-149 Arterial Level of Service Scenario 2C 01/03/2024 S2C_AM 2 thru 21 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 45.3 51.8 0.1 5 Bagels Galore Ctr 107 3.4 10.0 0.1 27 19th St 20 22.0 43.4 0.2 20 Dodson Ave 109 3.4 15.7 0.1 31 27 1.1 21.7 0.2 38 9th St 19 24.3 57.1 0.4 24 Byner Dr 18 5.5 21.5 0.2 29 Weymouth Ave 17 23.4 65.6 0.4 23 1st Ave 16 22.3 32.1 0.1 11 Summerland Ave 15 16.3 42.4 0.3 22 Inn 108 3.8 14.3 0.1 25 Crestwood St 14 20.9 31.7 0.1 12 Park Plaza 106 2.6 11.1 0.1 26 Park Western Dr 13 4.7 11.3 0.1 20 Capitol Dr 12 19.0 30.2 0.1 13 Harbour Cove 105 3.8 13.5 0.1 26 Church Driveway 11 21.7 42.5 0.2 18 Palos Verdes Plaza 104 4.3 13.6 0.1 23 Toscanini Dr 10 13.6 23.6 0.1 15 Westmont Plaza Shopp 103 6.4 15.8 0.1 21 Westmont Dr 9 59.3 72.3 0.1 6 Garden Village Shopp 102 3.6 13.8 0.1 27 Greengate Ave 8 34.7 52.6 0.2 12 Horizon Way 7 12.8 36.8 0.2 23 26 4.4 16.9 0.1 26 Peninsula Verde Dr 6 7.5 35.8 0.3 28 Palos Verdes Dr N 5 41.0 60.3 0.2 13 Rolling Hills View C 101 4.0 10.3 0.1 21 263rd St 4 100.5 127.5 0.3 8 262nd St 3 91.0 102.6 0.1 4 Anaheim St 2 194.2 268.2 0.1 3 25 65.9 75.6 0.1 5 Pacific Coast Highwa 1 106.4 114.4 0.1 3 Total 993.2 1555.9 5.1 12 E-150 Arterial Level of Service Scenario 2C 01/03/2024 S2C_AM 2 thru 21 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 46.9 54.7 0.1 5 25 3.6 13.2 0.1 24 260th St 2 21.1 31.0 0.1 11 262nd St 3 4.6 19.4 0.1 28 263rd St 4 1.0 11.9 0.1 32 Rolling Hills View C 101 2.9 31.0 0.3 32 Palos Verdes Dr N 5 31.8 37.0 0.1 6 Peninsula Verde Dr 6 4.6 26.8 0.2 28 26 2.3 30.9 0.3 32 Green Hills Dr 7 4.1 16.2 0.1 27 Avenue Aprenda 8 14.9 35.3 0.2 24 Garden Village Shopp 102 2.4 19.4 0.2 32 Delasonde Dr 9 19.4 29.5 0.1 12 Westmont Plaza Shopp 103 2.4 15.5 0.1 30 Toscanini Dr 10 34.0 43.4 0.1 8 Palos Verdes Plaza 104 3.8 13.5 0.1 26 Caddington Dr 11 6.3 15.2 0.1 20 Harbour Cove 105 4.2 25.0 0.2 30 Trudie Dr 12 25.0 34.5 0.1 10 O'Reiley Parking Lot 13 9.5 21.1 0.1 19 Park Plaza 106 3.4 9.7 0.1 23 Crestwood St 14 22.2 30.4 0.1 10 Inn 108 2.7 13.7 0.1 28 Summerland Ave 15 17.7 27.5 0.1 13 1st Ave 16 41.7 68.0 0.3 14 Weymouth Ave 17 16.9 26.8 0.1 13 Byner Dr 18 8.4 46.0 0.4 33 9th St 19 17.0 32.2 0.2 19 27 4.7 38.8 0.4 35 Dodson Ave 109 2.4 22.6 0.2 36 19th St 20 9.4 21.3 0.1 23 Bagels Galore Ctr 107 6.0 27.1 0.2 32 25th St 21 37.4 43.9 0.1 6 Total 434.8 932.7 5.1 20 E-151 Arterial Level of Service Scenario 2C 01/03/2024 S2C_PM 2 thru 21 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 39.8 46.3 0.1 6 Bagels Galore Ctr 107 2.6 8.2 0.1 33 19th St 20 26.4 47.6 0.2 18 Dodson Ave 109 4.1 16.4 0.1 30 27 1.3 21.8 0.2 37 9th St 19 19.5 52.9 0.4 25 Byner Dr 18 7.0 23.0 0.2 27 Weymouth Ave 17 25.2 66.6 0.4 23 1st Ave 16 25.2 35.0 0.1 10 Summerland Ave 15 11.8 36.3 0.3 26 Inn 108 3.2 13.4 0.1 27 Crestwood St 14 26.5 37.3 0.1 10 Park Plaza 106 3.0 11.4 0.1 26 Park Western Dr 13 5.4 12.0 0.1 19 Capitol Dr 12 24.5 35.6 0.1 11 Harbour Cove 105 6.0 15.7 0.1 22 Church Driveway 11 19.5 40.2 0.2 19 Palos Verdes Plaza 104 3.6 13.0 0.1 24 Toscanini Dr 10 9.8 19.8 0.1 18 Westmont Plaza Shopp 103 2.4 11.8 0.1 28 Westmont Dr 9 30.0 43.1 0.1 11 Garden Village Shopp 102 2.6 12.7 0.1 29 Greengate Ave 8 11.9 29.6 0.2 21 Horizon Way 7 10.2 34.2 0.2 25 26 2.7 15.2 0.1 29 Peninsula Verde Dr 6 3.9 30.5 0.3 33 Palos Verdes Dr N 5 25.0 45.6 0.2 17 Rolling Hills View C 101 2.2 8.9 0.1 24 263rd St 4 2.3 30.6 0.3 32 262nd St 3 3.2 13.7 0.1 28 Anaheim St 2 24.4 38.9 0.1 14 25 2.2 12.4 0.1 28 Pacific Coast Highwa 1 34.2 42.7 0.1 7 Total 421.8 922.6 5.1 20 E-152 Arterial Level of Service Scenario 2C 01/03/2024 S2C_PM 2 thru 21 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 45.2 53.3 0.1 6 25 4.1 13.7 0.1 23 260th St 2 27.3 37.1 0.1 9 262nd St 3 4.6 19.6 0.1 27 263rd St 4 1.4 12.1 0.1 31 Rolling Hills View C 101 6.2 33.7 0.3 29 Palos Verdes Dr N 5 30.9 36.2 0.1 6 Peninsula Verde Dr 6 4.5 25.7 0.2 30 26 2.8 31.3 0.3 32 Green Hills Dr 7 6.1 18.3 0.1 24 Avenue Aprenda 8 31.0 53.8 0.2 16 Garden Village Shopp 102 5.5 23.1 0.2 27 Delasonde Dr 9 21.2 31.4 0.1 12 Westmont Plaza Shopp 103 4.6 17.9 0.1 26 Toscanini Dr 10 8.7 18.1 0.1 19 Palos Verdes Plaza 104 3.5 13.5 0.1 26 Caddington Dr 11 16.6 25.5 0.1 12 Harbour Cove 105 6.8 26.9 0.2 28 Trudie Dr 12 18.8 28.4 0.1 12 O'Reiley Parking Lot 13 7.2 18.8 0.1 21 Park Plaza 106 5.9 12.3 0.1 18 Crestwood St 14 33.0 41.3 0.1 7 Inn 108 7.3 18.2 0.1 21 Summerland Ave 15 25.6 35.5 0.1 10 1st Ave 16 29.8 55.2 0.3 17 Weymouth Ave 17 10.5 20.6 0.1 17 Byner Dr 18 11.1 48.8 0.4 31 9th St 19 22.5 37.8 0.2 16 27 5.6 39.7 0.4 34 Dodson Ave 109 2.4 22.7 0.2 36 19th St 20 17.6 29.6 0.1 17 Bagels Galore Ctr 107 3.5 24.0 0.2 36 25th St 21 37.5 44.0 0.1 6 Total 469.2 968.2 5.1 19 E-153 Arterial Level of Service Scenario 2C Minus 03/01/2024 S2CM_AM 3 thru 17 adaptive SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 46.8 53.4 0.1 5 Bagels Galore Ctr 107 3.3 10.0 0.1 27 19th St 20 23.0 43.9 0.2 20 Dodson Ave 109 3.8 16.1 0.1 31 27 1.1 21.5 0.2 38 9th St 19 18.2 51.7 0.4 26 Byner Dr 18 6.7 22.6 0.2 27 Weymouth Ave 17 30.3 71.7 0.4 21 1st Ave 16 27.8 37.7 0.1 9 Summerland Ave 15 13.8 40.1 0.3 23 Inn 108 3.0 13.5 0.1 26 Crestwood St 14 19.0 29.9 0.1 13 Park Plaza 106 2.8 11.3 0.1 26 Park Western Dr 13 5.5 12.1 0.1 19 Capitol Dr 12 19.9 31.2 0.1 13 Harbour Cove 105 4.2 13.9 0.1 25 Church Driveway 11 22.4 43.4 0.2 17 Palos Verdes Plaza 104 4.4 13.7 0.1 22 Toscanini Dr 10 12.2 22.2 0.1 16 Westmont Plaza Shopp 103 3.6 13.1 0.1 26 Westmont Dr 9 48.5 61.7 0.1 7 Garden Village Shopp 102 3.4 13.6 0.1 27 Greengate Ave 8 28.2 45.9 0.2 14 Horizon Way 7 8.9 32.9 0.2 26 26 2.7 15.2 0.1 29 Peninsula Verde Dr 6 17.3 44.8 0.3 22 Palos Verdes Dr N 5 50.3 69.6 0.2 11 Rolling Hills View C 101 10.6 18.0 0.1 13 263rd St 4 203.0 230.0 0.3 4 262nd St 3 146.7 165.5 0.1 2 Anaheim St 2 230.7 350.5 0.1 2 25 75.9 85.5 0.1 4 Pacific Coast Highwa 1 121.5 129.6 0.1 2 Total 1219.3 1836.0 5.1 11 E-154 Arterial Level of Service Scenario 2C Minus 03/01/2024 S2CM_AM 3 thru 17 adaptive SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 49.3 57.0 0.1 5 25 3.5 13.3 0.1 24 260th St 2 16.2 25.9 0.1 13 262nd St 3 7.9 23.0 0.1 23 263rd St 4 1.6 12.6 0.1 30 Rolling Hills View C 101 2.7 30.5 0.3 32 Palos Verdes Dr N 5 34.0 39.2 0.1 5 Peninsula Verde Dr 6 5.3 27.5 0.2 28 26 2.5 31.3 0.3 32 Green Hills Dr 7 6.1 18.4 0.1 24 Avenue Aprenda 8 14.9 35.2 0.2 24 Garden Village Shopp 102 2.6 19.7 0.2 32 Delasonde Dr 9 28.1 38.4 0.1 10 Westmont Plaza Shopp 103 2.6 15.9 0.1 29 Toscanini Dr 10 29.0 38.4 0.1 9 Palos Verdes Plaza 104 3.4 13.1 0.1 27 Caddington Dr 11 5.3 14.2 0.1 22 Harbour Cove 105 5.4 26.5 0.2 29 Trudie Dr 12 33.5 43.3 0.1 8 O'Reiley Parking Lot 13 7.1 18.8 0.1 21 Park Plaza 106 3.2 9.5 0.1 24 Crestwood St 14 19.4 27.7 0.1 11 Inn 108 2.5 13.5 0.1 28 Summerland Ave 15 11.9 21.8 0.1 16 1st Ave 16 32.9 58.7 0.3 16 Weymouth Ave 17 18.5 28.3 0.1 12 Byner Dr 18 9.0 46.4 0.4 32 9th St 19 25.2 40.3 0.2 15 27 6.0 39.4 0.4 34 Dodson Ave 109 2.5 22.8 0.2 36 19th St 20 25.3 37.3 0.1 13 Bagels Galore Ctr 107 6.3 27.5 0.2 31 25th St 21 39.4 45.7 0.1 6 Total 463.0 961.2 5.1 19 E-155 Arterial Level of Service Scenario 2C Minus 03/04/2024 S2CM_PM 3 thru 17 adaptive SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 44.5 51.2 0.1 5 Bagels Galore Ctr 107 2.4 7.7 0.1 35 19th St 20 25.2 46.0 0.2 19 Dodson Ave 109 4.1 16.3 0.1 30 27 1.5 22.0 0.2 37 9th St 19 34.4 66.8 0.4 20 Byner Dr 18 8.2 24.1 0.2 26 Weymouth Ave 17 28.4 70.5 0.4 21 1st Ave 16 25.7 35.9 0.1 10 Summerland Ave 15 17.9 42.1 0.3 22 Inn 108 3.3 13.2 0.1 27 Crestwood St 14 23.1 33.9 0.1 11 Park Plaza 106 2.7 11.0 0.1 27 Park Western Dr 13 4.8 11.3 0.1 20 Capitol Dr 12 23.8 34.9 0.1 12 Harbour Cove 105 5.4 15.0 0.1 23 Church Driveway 11 20.5 41.4 0.2 18 Palos Verdes Plaza 104 2.9 12.3 0.1 25 Toscanini Dr 10 8.8 18.7 0.1 19 Westmont Plaza Shopp 103 2.6 12.0 0.1 28 Westmont Dr 9 31.5 44.6 0.1 10 Garden Village Shopp 102 3.2 13.4 0.1 28 Greengate Ave 8 13.3 31.2 0.2 20 Horizon Way 7 9.0 32.8 0.2 26 26 2.2 14.7 0.1 30 Peninsula Verde Dr 6 5.3 32.4 0.3 31 Palos Verdes Dr N 5 26.0 46.4 0.2 16 Rolling Hills View C 101 2.2 8.9 0.1 24 263rd St 4 2.6 30.7 0.3 32 262nd St 3 3.3 13.8 0.1 27 Anaheim St 2 29.7 44.4 0.1 12 25 3.2 13.3 0.1 25 Pacific Coast Highwa 1 38.8 47.4 0.1 7 Total 460.5 960.3 5.1 19 E-156 Arterial Level of Service Scenario 2C Minus 03/04/2024 S2CM_PM 3 thru 17 adaptive SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 52.2 61.9 0.1 5 25 3.9 13.6 0.1 24 260th St 2 21.7 30.8 0.1 11 262nd St 3 7.7 22.6 0.1 24 263rd St 4 1.6 12.3 0.1 31 Rolling Hills View C 101 7.5 34.9 0.3 28 Palos Verdes Dr N 5 36.6 41.8 0.1 5 Peninsula Verde Dr 6 5.1 26.7 0.2 28 26 3.0 31.7 0.3 31 Green Hills Dr 7 5.8 18.0 0.1 24 Avenue Aprenda 8 32.4 55.3 0.2 15 Garden Village Shopp 102 6.6 24.1 0.2 26 Delasonde Dr 9 21.3 31.6 0.1 12 Westmont Plaza Shopp 103 3.5 16.9 0.1 27 Toscanini Dr 10 11.6 21.1 0.1 16 Palos Verdes Plaza 104 3.3 13.4 0.1 26 Caddington Dr 11 18.9 27.8 0.1 11 Harbour Cove 105 8.5 28.6 0.2 27 Trudie Dr 12 23.3 33.1 0.1 10 O'Reiley Parking Lot 13 6.6 18.1 0.1 22 Park Plaza 106 4.4 10.9 0.1 21 Crestwood St 14 24.8 33.0 0.1 9 Inn 108 6.3 17.2 0.1 22 Summerland Ave 15 24.6 34.3 0.1 10 1st Ave 16 25.1 50.8 0.3 18 Weymouth Ave 17 15.6 25.5 0.1 14 Byner Dr 18 9.3 46.4 0.4 32 9th St 19 27.3 42.1 0.2 15 27 6.2 40.4 0.4 33 Dodson Ave 109 2.4 22.7 0.2 36 19th St 20 11.1 23.0 0.1 21 Bagels Galore Ctr 107 3.7 23.9 0.2 36 25th St 21 39.5 45.9 0.1 6 Total 481.4 980.7 5.1 19 E-157 Arterial Level of Service Scenario 3B 01/03/2024 S3B_AM 12 thru 17 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 49.6 56.5 0.1 5 Bagels Galore Ctr 107 3.3 9.9 0.1 27 19th St 20 26.9 47.9 0.2 18 Dodson Ave 109 3.9 16.3 0.1 30 27 1.2 21.8 0.2 37 9th St 19 18.1 51.5 0.4 26 Byner Dr 18 7.1 22.9 0.2 27 Weymouth Ave 17 28.3 69.6 0.4 22 1st Ave 16 23.3 32.9 0.1 11 Summerland Ave 15 13.1 39.4 0.3 24 Inn 108 3.1 13.5 0.1 27 Crestwood St 14 18.2 28.8 0.1 13 Park Plaza 106 5.1 13.5 0.1 22 Park Western Dr 13 9.1 15.6 0.1 14 Capitol Dr 12 29.9 41.1 0.1 10 Harbour Cove 105 19.0 28.6 0.1 12 Church Driveway 11 136.6 156.9 0.2 5 Palos Verdes Plaza 104 43.5 54.9 0.1 6 Toscanini Dr 10 85.3 95.1 0.1 4 Westmont Plaza Shopp 103 73.3 82.8 0.1 4 Westmont Dr 9 129.6 142.5 0.1 3 Garden Village Shopp 102 3.9 14.0 0.1 26 Greengate Ave 8 39.2 57.2 0.2 11 Horizon Way 7 15.3 39.2 0.2 22 26 4.8 17.2 0.1 25 Peninsula Verde Dr 6 12.3 40.4 0.3 25 Palos Verdes Dr N 5 45.0 64.3 0.2 12 Rolling Hills View C 101 6.1 12.4 0.1 17 263rd St 4 156.5 183.1 0.3 5 262nd St 3 115.3 130.2 0.1 3 Anaheim St 2 218.4 286.2 0.1 2 25 70.6 80.2 0.1 4 Pacific Coast Highwa 1 116.8 124.8 0.1 3 Total 1531.7 2091.3 5.1 9 E-158 Arterial Level of Service Scenario 3B 01/03/2024 S3B_AM 12 thru 17 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 48.4 56.0 0.1 5 25 3.6 13.3 0.1 24 260th St 2 16.0 25.7 0.1 13 262nd St 3 8.2 23.1 0.1 23 263rd St 4 1.6 12.6 0.1 30 Rolling Hills View C 101 2.7 31.0 0.3 32 Palos Verdes Dr N 5 36.0 41.2 0.1 5 Peninsula Verde Dr 6 10.2 32.3 0.2 24 26 3.4 32.2 0.3 31 Green Hills Dr 7 4.3 16.4 0.1 27 Avenue Aprenda 8 21.3 41.5 0.2 20 Garden Village Shopp 102 2.8 19.3 0.2 32 Delasonde Dr 9 18.3 28.5 0.1 13 Westmont Plaza Shopp 103 2.7 15.8 0.1 29 Toscanini Dr 10 25.2 34.6 0.1 10 Palos Verdes Plaza 104 3.2 12.8 0.1 27 Caddington Dr 11 5.5 14.4 0.1 21 Harbour Cove 105 3.0 23.7 0.2 32 Trudie Dr 12 22.9 32.7 0.1 11 O'Reiley Parking Lot 13 6.7 18.3 0.1 22 Park Plaza 106 1.9 8.1 0.1 28 Crestwood St 14 20.5 28.7 0.1 10 Inn 108 2.8 13.8 0.1 28 Summerland Ave 15 12.0 21.8 0.1 16 1st Ave 16 26.1 52.1 0.3 18 Weymouth Ave 17 15.8 25.5 0.1 14 Byner Dr 18 9.7 47.3 0.4 32 9th St 19 22.5 37.6 0.2 17 27 6.6 40.2 0.4 34 Dodson Ave 109 2.7 23.1 0.2 35 19th St 20 32.9 44.9 0.1 11 Bagels Galore Ctr 107 8.1 29.2 0.2 29 25th St 21 35.6 41.9 0.1 6 Total 442.9 939.6 5.1 20 E-159 Arterial Level of Service Scenario 3B 01/04/2024 S3B_PM 12 thru 17 coordinated SimTraffic Report Iteris, Inc.Page 1 Arterial Level of Service: NB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 25th St 21 49.0 55.4 0.1 5 Bagels Galore Ctr 107 2.4 7.6 0.1 36 19th St 20 30.5 52.0 0.2 17 Dodson Ave 109 4.2 16.5 0.1 30 27 1.4 21.8 0.2 37 9th St 19 36.0 68.9 0.4 20 Byner Dr 18 10.7 26.6 0.2 23 Weymouth Ave 17 55.3 96.9 0.4 15 1st Ave 16 23.8 33.7 0.1 10 Summerland Ave 15 18.0 42.6 0.3 22 Inn 108 3.4 13.4 0.1 27 Crestwood St 14 22.9 33.6 0.1 11 Park Plaza 106 3.4 11.6 0.1 25 Park Western Dr 13 6.6 13.2 0.1 17 Capitol Dr 12 26.9 37.8 0.1 11 Harbour Cove 105 5.0 14.7 0.1 23 Church Driveway 11 33.1 54.0 0.2 14 Palos Verdes Plaza 104 3.5 12.9 0.1 24 Toscanini Dr 10 8.3 18.3 0.1 19 Westmont Plaza Shopp 103 4.0 13.4 0.1 25 Westmont Dr 9 59.0 71.9 0.1 6 Garden Village Shopp 102 3.3 13.5 0.1 27 Greengate Ave 8 16.9 34.9 0.2 18 Horizon Way 7 11.9 35.9 0.2 23 26 3.9 16.3 0.1 27 Peninsula Verde Dr 6 5.2 31.9 0.3 31 Palos Verdes Dr N 5 26.0 46.4 0.2 16 Rolling Hills View C 101 2.2 8.8 0.1 24 263rd St 4 2.1 30.5 0.3 32 262nd St 3 5.9 16.4 0.1 23 Anaheim St 2 29.8 44.3 0.1 12 25 3.1 13.1 0.1 26 Pacific Coast Highwa 1 37.6 46.1 0.1 7 Total 555.0 1055.3 5.1 18 E-160 Arterial Level of Service Scenario 3B 01/04/2024 S3B_PM 12 thru 17 coordinated SimTraffic Report Iteris, Inc.Page 2 Arterial Level of Service: SB Western Ave Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Pacific Coast Highwa 1 45.1 53.6 0.1 6 25 4.0 13.6 0.1 23 260th St 2 22.5 31.8 0.1 11 262nd St 3 8.4 23.5 0.1 23 263rd St 4 2.0 12.6 0.1 30 Rolling Hills View C 101 8.5 36.2 0.3 27 Palos Verdes Dr N 5 40.6 45.9 0.1 5 Peninsula Verde Dr 6 6.4 28.2 0.2 27 26 2.9 31.6 0.3 32 Green Hills Dr 7 9.3 21.7 0.1 20 Avenue Aprenda 8 32.4 55.2 0.2 15 Garden Village Shopp 102 5.5 23.0 0.2 27 Delasonde Dr 9 36.5 46.8 0.1 8 Westmont Plaza Shopp 103 5.7 19.0 0.1 24 Toscanini Dr 10 22.4 32.0 0.1 10 Palos Verdes Plaza 104 4.8 14.8 0.1 24 Caddington Dr 11 18.0 26.9 0.1 11 Harbour Cove 105 6.1 26.2 0.2 29 Trudie Dr 12 16.7 26.4 0.1 13 O'Reiley Parking Lot 13 8.4 20.0 0.1 20 Park Plaza 106 3.8 10.2 0.1 22 Crestwood St 14 34.5 42.7 0.1 7 Inn 108 6.1 17.1 0.1 23 Summerland Ave 15 30.3 40.1 0.1 9 1st Ave 16 28.9 54.0 0.3 17 Weymouth Ave 17 15.7 25.7 0.1 13 Byner Dr 18 10.2 47.8 0.4 31 9th St 19 36.2 51.3 0.2 12 27 7.5 41.8 0.4 32 Dodson Ave 109 2.7 23.0 0.2 36 19th St 20 9.2 21.2 0.1 23 Bagels Galore Ctr 107 3.2 23.8 0.2 36 25th St 21 33.0 39.6 0.1 7 Total 527.5 1027.5 5.1 18 E-161 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.        APPENDIX D – CLEARGUIDE CONTOUR MAPS      E-162 N NOT TO SCALE Figure D-1 ClearGuide Contour Map of Average Speeds Northbound Direction, May 2023 Capitol Dr to Weymouth Ave May 9th May 10th May 11th City of Rancho Palos Verdes Western Ave Traffic Flow Improvements Traffic Study E-163 N NOT TO SCALE Figure D-2 ClearGuide Contour Map of Average Speeds Northbound Direction, September 2023 N Capitol Dr to Weymouth Ave Sept 26th Sept 27th Sept 28th City of Rancho Palos Verdes Western Ave Traffic Flow Improvements Traffic Study E-164 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.        APPENDIX E – COLLISION DATA          E-165 Figure E-1 Collision Summary N NOT TO SCALE AM/PM Volume XX%Percent Distribution 1. Western Ave & Pacific Coast Hwy 2. Western Ave & Anaheim St 3. Western Ave & 262nd St 4. Western Ave & 263rd St 5. Western Ave & Palos Verdes Dr North 6. Western Ave & Peninsula Verde Dr 7. Western Ave & Horizon Wy 8. Western Ave & Ave Aprenda Legend City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-166 Figure E-2 Collision Summary N NOT TO SCALE AM/PM Volume XX%Percent Distribution 9. Western Ave & Westmont Dr 10. Western Ave & Toscanini Dr 11. Western Ave & Caddington Dr 12. Western Ave & Capitol Dr 13. Western Ave & Park Western Dr 14. Western Ave & Crestwood St 15. Western Ave & Summerland Ave 16. Western Ave & 1st St Legend City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-167 Figure E-3 Collision Summary N NOT TO SCALE AM/PM Volume XX%Percent Distribution 17. Western Ave & Weymouth Pl 18. Western Ave & Bynner Drr 19. Western Ave & 9th St 20. Western Ave & 19th St 21. Western Ave & 25th St Legend City of Rancho Palos Verdes Western Avenue Traffic Flow Improvements Traffic Study E-168 Western Ave Traffic Flow Improvements Traffic Study    Iteris, Inc.        APPENDIX F – CONCEPTUAL DESIGN          E-169 Figure F-1 Western Ave/Crestwood St Improvement - Conceptual Design Plan Crestwood St We s t e r n A v e Modify East-West Signal Phasing from Split to Protected Move Centerline 2’ to the north City of Rancho Palos Verdes Western Ave Traffic Flow Improvements Traffic Study E-170 F-1 F-2 CITY OF RANCHO PALOS VERDES Western Avenue Beautification Street Improvements G-1 WESTERN AVE BEAUTIFICATION FROM SUMMERLAND STREET TO PENINSULA VERDE DRIVE SUMMERLAND STREET SUMMERLAND AVE PENINSULA VERDE DR. PE N I N S U L A V E R D E D R . SU M M E R L A N D A V E N U E RANCHO PALOS VERDE CITY LIMITS RANCHO PALOS VERDE CITY OF LA CITY OF LA RANCHO PALOS VERDE RANCHO PALOS VERDE G-2 SHRUBS PRELIMINARY PLAN LEGEND CD EXISTING CURB (PROTECT IN PLACE) @ EXISTING SIDEWALK @ EXISTING PRIVATE DRIVEWAY © PROPOSED MEDIAN NOSE PAVING· PALOS VERDE STONE @ PROPOSED MULCH WITHIN SHRUB AREAS @ PROPOSED ENHANCED PAVING, TYP. (D CROSSWALK· REFER TO SHEET 6 @ PROPOSED STONE PAVING MAINTENANCE BAND @ PROPOSED SHRUB MASSING. TYP. SHRUBS SHALL BE SELECTED FROM PHOTO PL.ANT PALETTE ON SHEET 4 @ PROPOSED EVERGREEN TREES, TYP. TREES SHALL BE SELECTED FROM PHOTO PL.ANT PALETTE ON SHEET 4 @ PROPOSED ACCENT TREES, TYP. TREES SHALL BE SELECTED FROM PHOTO PLANT PALETTE ON SHEET 4 @ BUS STOP 'MTH BENCH ANO TRASH RECEPTACLE, TYP. REFER TO SHEET 6. @ CITY MONUMENT @ L,�6�::i��M FRUTESENS © �����\�Lu;i:p��L���OINT SAL' (D �i��!��TEXAS SAGE PRELIMINARY PLAN TREES ��=-:====='::::::::====�=:::IE==:::::'=::1;;�::::=::s;:=::;=::.[:::::::::::3� "' w w (f) ui z ::J I �-:::::;;;;;;;;��;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::!!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;;;;;;;�;;;;;;;;;;;;d � NOTE: TREE AND SHRUB COMBINATIONS SHALL BE SUBSTITUTED EACH HALF MILE (APPROXIMATELY) WITH PLANT MATERIAL SHOWN ON SHEET 4. ARBUTUS UNEDO STRAWBERRY TREE LAGERSTRQEMIA INDICA DYNAMITE CRAPE MYRTLE 30F6 ,------.__ nuv1s WESTERN AVENUE BEAUTIFICATION LANDSCAPEA II CH IT EC TU II E 7 1 � 7 5 � 7 3 I 1 c.,....,,,,,...,,.-,, .... ,.COI 06-22-2023 G-3 ELEVATION CLOSE UP ELEVATION SHRUBS & GRASSES ARCTOSTAPHYlOS 'EMUALO CAUff (M(RALDCARP(I MANZANII,._ SALYIALEUCOPHYLlA PURPLE SAGE ARCTOSTAPIIYLOS 'HOWARO MCMINN' HOWARD MCMINN MANZANITA .UCTOSTAPHYLOS n,CIFIC MIST' PACIFICMISIM,.NZ,,,NITA TREE CU,NOTHUS'YANKEEPOINT' YANKEfPOINICEAHOHiUS HSTUCAMA1l!1 AILASFESCUE SECTION MATERIAL TREES ALIIIZIAJULIHISSIN 'SUMMER CHOCOLATE SUMMER CHOCOLATE MtMOSA PRELIMINARY PLAN -ELEVATIONS, SECTIONS AND PLANT PALETTE PHOTOS AUUTUSUNEDO STRAWBERRY TREE fRACHYCARPUSFORTUJ<IEI WINDMILL PALM WESTERN AVENUE BEAUTIFICATION PRUNUSlllClfOllA HOLLYLEAFCHERRY zz: MEDIAN NOSE WITH HARDSCAPE -PALOS VERDE STONE SAMBUCUSMEXICANA BLUE ELDERBERRY 40f6 -nuv1s l ANOS CAPEARC HITEC TUR E 71• 75• • 7311 C->'<1 .... ,00, . .,,_, __ cot 06-22-2023 G-4 PRELIMINARY PLAN -SIMULATION RENDERING WESTERN AVENUE BEAUTIFICATION 50F6 ---nuv1s LANDSC AP E ARCH ITEC TU RE 714 • 7$4- 7311 c.,.,.,.,,., .. , ,,,...,, .. DM 06-22-2023 G-5 PRELIMINARY PLAN - SITE AMENITIES WESTERN AVENUE BEAUTIFICATION Rancho Palos Verdes, Ca CONCRETE TREATMENT (SIDEWALK/ ENHANCED PAVING)MEDIAN TREATMENT (PALOS VERDE STONE) CA 3943 . NV 1097 . AZ 75045 | SBE . DBE 6 OF 6 06 - 22 - 2023 BUS STOP TREATMENT (DETACHABLE) CROSSWALK TREATMENT ( COLOR CONCRETE AND HOT ASPHALT STAMP) PV STONE G-6