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NCE_Proposal for the City of Diamond Bar Pavement Management Progrtam Update
SubmiƩed By: 300 E 2nd Street, #1210 Reno, NV 89501 (775) 329-4955 SubmiƩed By: 2300 E Katella Avenue, Suite 125 Anaheim, CA 92806 (657) 275-3018 Anaheim | Sacramento | Point Richmond | Oakland | Lake Tahoe | Reno | ScoƩsdale December 20, 2024 City of Diamond Bar Public Works Departmenƞ PROPOSAL TO PROVIDE Pavement Management Program (PMP) Update Anaheim, CA 2300 E. Katella Avenue, Suite 125 Anaheim, CA 92806 (657) 275-3018 1. Cover Letter December 20, 2024 Christian Malpica Associate Engineer City of Diamond Bar Public Works Department 21810 Copley Drive Diamond Bar, CA 91765 Proposal to Provide Pavement Management Program (PMP) Update Dear Mr. Malpica and Members of the Selection Committee: We are pleased to submit our proposal for the City of Diamond Bar's Pavement Management Program (PMP) Update. As your trusted partner in pavement management since 2014, we bring unmatched understanding of your network and goals. Key Advantages of Selecting Our Team: Demonstrated Success with Diamond Bar's PMP: The NCE team proposed for this project have successfully updated the City's PMP for the last two cycles, providing us with intimate knowledge of your street network, maintenance practices, and organizational objectives. Deep Understanding of Local Context: Through developing the PS&E packages for both your current and 2025 programs, we have gained invaluable insights into the practical aspects of implementing PMP recommendations in Diamond Bar. Proven Integration of PMP & Design: Our unique experience in both PMP updates and PS&E development allows us to create actionable, practical solutions that seamlessly transition from planning to implementation. Practical Knowledge of Local Conditions: Having worked on your streets since 2014, we understand the specific challenges and opportunities within each maintenance zone, enabling more accurate condition assessments and targeted recommendations. Value-Added Benefits of Our Approach: Development of practical street lists leveraging our experience with both PMP planning and PS&E implementation. Integration of lessons learned from previous construction projects into maintenance strategies. Refinement of treatment recommendations based on observed performance in Diamond Bar's specific environment. Streamlined coordination between PMP planning and PS&E delivery teams. Real-world understanding of constructability and cost considerations. StreetSaver® experience and proficiency. Experience with LA Metro Submittals (LA Metro Proposition C letter). OCTA and MTC-certified inspectors and data collection vehicle. Rigorous quality control practices. Our team that developed your 2025 PS&E package will actively participate in this PMP update, ensuring recommendations are grounded in practical experience and local conditions. This integration of planning and design expertise will result in a more implementable program that effectively serves Diamond Bar's needs. P a g e | 2 NCE as a Company Nichols Consulting Engineers, CHTD. (legal name/dba NCE) is a client-focused professional consulting firm integrating the disciplines of engineering, science, and planning to address the infrastructure and resource challenges facing our communities today and in the future. Distinct from other civil engineering firms, we have specialized in pavement technology, encompassing pavement management, design, and research for over thirty years. Our firm has been in business for over 34 years and during this time, we have also performed pavement condition surveys ranging from state highways in 12 states to local street networks in over 220 cities and counties in California (including Diamond Bar). We have surveyed over 120,000 miles of pavements, including alleys, trails, and parking lots. Our field data collection ranges from walking surveys as per the American Society for Testing and Material (ASTM) or StreetSaver® protocols to using specialized automated equipment to collect data such as pavement distresses, roughness, structural strength (deflection testing) to asset data (signs, signals, curb ramps, marking, sidewalks, etc.). The automated approach not only saves time and money but is also safe. In addition, it allows the majority (~100%) of the network to be surveyed as compared to the walking survey where only a sample of the network is surveyed. In addition, roadside assets such as traffic signs, curb ramps, pavement stripping, and sidewalks can also be collected and inventoried in the same mobilization as the automated survey. Our relevant services include PMP, asset management, pavement evaluation, testing and design, pavement impact studies, civil engineering, as well as the research and design of sustainable and innovative pavement technologies. NCE was established in 1990, and we have since grown to 125+ employees in seven offices across California, Nevada, and Arizona. For this contract, NCE has teamed with märker geospatial, LLC (märker) to conduct automated surveys (6D LiDAR). märker’s testing vehicle and staff are also MTC and OCTA certified, further ensuring that we meet the accuracy requirements specified by MTC and OCTA. NCE has worked with märker staff for over a decade on PMPs for cities and counties where the technology is appropriate, including the local Cities of Anaheim, Baldwin Park, Beverly Hills, Burbank, Diamond Bar, Hawaiian Gardens, Manhattan Beach, Mission Viejo, Redondo Beach, and Thousand Oaks, and the Counties of Orange and San Diego. We have also included Transconomy LLC (Transconomy) for automated asset inventory development. Transconomy provides cutting- edge tools for collecting roadway images and automatically extracting assets to create GIS-based inventories of transportation infrastructure using AI and Machine Learning. NCE has teamed with Transconomy staff on transportation asset management projects for the local Cities of Beaumont, Beverly Hills, Hawaiian Gardens, San Bernardino, Santa Maria, and Thousand Oaks. This contract will be managed by our new office in Anaheim, which is situated less than 20 miles from the City. We can respond and be at the City’s offices or project site within minutes if needed. NCE has the capability to deliver responsive, cost-effective, and high-quality pavement management and pavement engineering services. NCE will accomplish these services through a systematic and organized method of work and communication. As NCE's proposed Client/Project Manager, I will be the City’s primary contact for all correspondence during the proposal evaluation process. As a Principal at NCE, I am authorized to sign contracts on behalf of the firm. My contact information is provided below. Vivek Jha, MS, PE, Principal/Southern California Operations Manager 2300 E. Katella Avenue, Suite 125, Anaheim, CA 92806 Office: (657) 275-3018 | Mobile: (909) 362-7936 | Email: VJha@ncenet.com NCE understands that no addenda has been issued. NCE looks forward to your favorable review of our proposal and the opportunity to work again with you and the City of Diamond Bar on this important project. Please do not hesitate to contact me with any questions and/or comments you may have. Sincerely, NCE Vivek Jha, MS, PE Principal/Southern California Operations Manager City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 3 2. Staffing Qualifications Staff Experience Working with the City NCE has enjoyed providing the City of Diamond Bar (City) with its Pavement Management Program (PMP) needs since 2014. Services provided by the NCE team have included pavement management software conversion to StreetSaver®, pavement inspections and analyses of pavement data to determine the most feasible alternative for maintenance and rehabilitation (M&R) of the City’s streets, developing multi-year work plans, GIS linkage, final report, preparation of LA Metro reports, and presentation to the City Council. NCE was also recently selected by the City to provide the design of PS&E for the City’s various annual roadway maintenance and rehabilitation programs, as well as standalone annual CDBG Curb Ramp improvement projects. Having partnered with the City on numerous projects, the NCE team understands your goals, objectives, and standards for high quality project delivery, and we have the necessary resources to achieve project success. Addtionally, the team members proposed for this project are the same professionals who previously contributed to the City’s PMP updates. Our understanding of local conditions, road networks, databases, and GIS systems will enable us to deliver an efficient and cost-effective update with minimal start-up time. Also, Franc Escobedo and Joseph DeLeon, who served as the lead Field Technicians on previous PMP updates for the City, will continue in these roles, ensuring data reliability and continuity. Our past projects have equipped us with in-depth knowledge of the City’s PMP and infrastructure, as well as established relationships with City staff. This familiarity positions us to provide the necessary expertise in pavement engineering to support the City’s ongoing growth. List of Staff Assigned to Perform Requested Services NCE’s proposed key personnel such as Client/Project Manager, QA/QC Manager, and Project Engineer, as well as other project staff assigned to perform services for the City’s project are listed in the matrix below. Additionally, the NCE team proposed to do the work is comprised of licensed engineers and MTC certified inspectors who have fulfilled the following roles for many other asset and pavement management projects similar to this one. Their qualifications are summarized below in this section. Staff Name Office Location Project Role Years Performing In Role Key Personnel Vivek Jha, PE, MS Anaheim, CA Client/Project Manager 15 years Shahram Misaghi, PE, MS Sacramento, NV QA/QC Manager 22 years Timin Punnackal, PE Reno, NV Project Engineer 14 years Support Staff Luis Rocher Neri, MS Anaheim, CA Staff Engineer/PMP Analyst 2 years Shaun Russo Anaheim, CA Staff Engineer/PMP Analyst 6 years Franc Escobedo Anaheim, CA Senior Field Technician 22 years Joseph DeLeon Anaheim, CA Senior Field Technician 6 years Subconsultants Staff Ken Huisman/ märker geospatial Mobilized Vehicle Field Supervisor 30 years Ammar Waqar/ Transconomy Mobilized Vehicle Field Data Collection Coordinator 10 years Please note: This contract will be overseen and managed by our new office in Anaheim, which is situated less than 20 miles from the City. We are well-prepared to respond swiftly and can reach the City’s offices or project site within minutes if necessary. Furthermore, NCE’s Anaheim office is fully staffed and equipped to handle all required tasks. For your reference, our Anaheim office is located at 2300 E. Katella Avenue, Suite 125, Anaheim, CA 92806, and can be reached at (657) 275-3018. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 4 Staffing NCE assembled a project team of highly qualified individuals who have the knowledge and experience implementing similar or identical PMP updates with expertise in StreetSaver® as well as project final deliverables, including Los Angeles County Metropolitan Transportation Authority (LA Metro) submittal requirements. We are committed to providing our clients with continuity in staff and quality of service. Our technical staff benefit from active pavement research and implementation that NCE is completing with both Caltrans and Federal Highway Administration (FHWA), in addition to an investment in continuous training in emerging design and construction techniques that we routinely share with hundreds of others in the engineering community through teaching seminars, field distress and software workshops, and publication of articles in reputable professional journals. Project Team Organization Figure 1 (organizational chart) to the right shows the structure and team proposed. It also delineates the roles and the lines of communication, as well as reporting inter-relationships among key personnel, support staff, and subconsultants in relation to the City. The project team members, including subconsultants, are managed by NCE. Capacity to Perform Services NCE provides and commits qualified personnel from start to finish for our projects, and we will certainly do so for the City’s project. Based on our existing workload and projections, the NCE team is capable of seamlessly integrating the City of Diamond Bar’s project into our company future work plans. The NCE team has the depth of resources available to complete the necessary work and meet the deliverable milestones. In addition, NCE's Client/Project Manager, Vivek Jha, MS, PE, has the demonstrated ability to manage multiple complex assignments concurrently. He is supported by a highly qualified team with extensive experience in data collection for assets and pavement-related engineering tasks, including pavement condition surveys and other pavement management services for multiple projects. Our proposed project staff identified in this section have the availability and capacity required for the duration of this contract. These individuals will be ready to begin work upon notice to proceed from the City, and they are dedicated to prioritizing your project(s). Project Manager and Other Key Personnel NCE’s proposed project personnel have the relevant experience and in-depth understanding of the City’s objectives required to successfully provide the pavement and asset management services as described in the City’s scope of services. With our combination of direct experience in Diamond Bar, proven track record of completing similar local projects, recognized technical leaders who are established pavement experts, and an approach that demonstrates a detailed plan for the field inspections; the NCE team will meet the project goals, save time and money, and make leading, positive contributions to the City’s pavement and asset management process. We are confident our team will effectively accomplish the City’s goals and objectives for this project. The NCE team will be led by our Client/Project Manager, Vivek Jha, MS, PE. Vivek has extensive experience in PMP and asset management, especially in delivering PMP reports as per OCTA and LA Metro requirements. He is an experienced Client Sponsor and Project Manager with a solid history of successfully delivering a range of public works projects on time and within budget. Vivek is based in our Anaheim office. He is supported by an experienced and trusted team of professionals that have successfully worked together on multiple projects, including our QA/QC Manager, Shahram Misaghi, MS, PE, and our Project Engineer, Timin Punnackal, PE. The NCE team also includes engineering support staff, senior field technicians, and subconsultants who will be instrumental in delivering the project to successful completion. Figure 1. Project Organization Chart The NCE team, under the leadership of our Project Manager, Vivek Jha, has successfully completed numerous similar PMP and asset management projects in Southern California. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 5 Summary of Staff Qualifications and Experience Vivek Jha, MS, PE, will serve as NCE’s Client/Project Managr. Vivek is an experienced Project Manager and is a Principal and the Southern California Operations Manager at NCE. He has over 15 years of experience in the pavement industry, specializing in projects related to pavement design and evaluation, rehabilitation and maintenance, as well as pavement and asset management. His areas of expertise include GPR, FWD, StreetSaver®, and PAVER™. Since joining NCE in 2022, Vivek has overseen, managed, and made substantial contributions to 50+ PMP and asset management projects for local public agencies, including the Cities of Aliso Viejo, Anaheim, Baldwin Park, Beaumont, Beverly Hills, Burbank, Cathedral City, Corona, Diamond Bar, Hawaiian Gardens, Highland, Lake Forest, Lemon Grove, Manhattan Beach, Mission Viejo, Orange, Redondo Beach, San Bernardino, San Clemente, Santa Barbara, Santa Maria, Thousand Oaks, and Yorba Linda, and the Counties of Orange, Santa Barbara, and San Diego. Shahram Misaghi, MS, PE, will serve as NCE’s QA/QC Manager. Shahram is a licensed California Civil Engineer with over 22 years of experience in pavement management, rehabilitation and design for roads/streets, parking lots and airfields. He has expertise in GIS, and pavement and asset data collection and analysis. Shahram has led or has been involved in over 70 PMP and asset management projects in the last 12 years, including the local Cities of Anaheim, Buena Park, Corona, Dana Point, Diamond Bar, Lake Forest, Mission Viejo, San Bernardino, Thousand Oaks, and Torrance, and the Counties of Orange and San Diego. He is proficient with PMP software such as PAVER™ and StreetSaver® and is certified by MTC to perform condition surveys. Timin Punnackal, PE, will serve as NCE’s Project Engineer. Timin is a Professional Civil Engineer with over 14 years of experience in various transportation projects. Mr. Punnackal is proficient in using several analysis software including various PMP software, such as StreetSaver® and PAVER ™. He has lend his expertise to many local asset and pavement management projects for the Cities of Anaheim, Baldwin Park, Corona, Diamond Bar, Hawaiian Gardens, Lake Forest, Manhattan Beach, Orange, Redondo Beach, Santa Barbara, Santa Maria, Thousand Oaks, and Yorba Linda, and the Counties of Orange, Santa Barbara, and San Deigo. Shaun Russo will serve as NCE’s Staff Engineer/PMP Analyst. Shaun joined NCE in 2023 as a PMP Analyst. He brings over five years of experience leading various Public Works projects throughout Southern California. He has completed projects for over 60 local agencies including pavement management programs, sidewalk management programs, right-of-way asset inventories, and GIS technical support. He has worked on all aspects of pavement and sidewalk management programs. His PMP clients include the Cities of Anaheim, Beaumont, Beverly Hills, Buena Park, Burbank, Newport Beach, Redondo Beach, Santa Barbara, Santa Maria, Seal Beach, Thousand Oaks, and Yorba Linda, and the Counties of Orange, Santa Barbara, and San Diego. Luis “Alberto” Rocher Neri, MS, will serve as NCE’s Staff Engineer/PMP Analyst. Luis recently joined NCE in 2023 as a Staff Engineer. In this short period, he has provided extensive pavement engineering support on local PMP projects for the Cities of Aliso Viejo, Anaheim, Baldwin Park, Beaumont, Beverly Hills, Burbank, Cathedral City, Corona, Hawiian Gardens, Mission Viejo, Orange, Redondo Beach, San Marino, Santa Maria, Thousand Oaks, and Yorba Linda, and the Counties of Orange, Santa Barbara, and San Diego. Luis is highly proficient with AutoCAD, AASHTOWare Pavement ME Design, StreetSaver® and PAVER ™. PAVER™. Franc Escobedo will serve as NCE’s Senior Field Technician. Franc has over 22 years of experience as a Pavement Management Technician for NCE. He has performed numerous pavement condition surveys throughout California and has collected distress data for various Pavement Management Programs for StreetSaver®, PAVER™, and Cartegraph systems. He is certified by the MTC, and the OCTA inspector certification testing program and assists with the training of agency staff. Joseph DeLeon will serve as NCE’s Senior Field Technician. Joseph joined NCE in 2017 as a Pavement Management Technician and has extensive experience in collecting distress data for pavement and asset management projects, including StreetSaver® and PAVER™. He is certified by the MTC, and the OCTA inspector certification testing program and assists with the training of agency staff. Collectively, Franc and Joseph have performed pavement condition inspections for dozens of local agencies including the Cities of Anaheim, Baldwin Park, Beverly Hills, Burbank, Carson, Diamond Bar, Hawaiian Gardens, Hermosa Beach, Manhattan Beach, Redondo Beach, San Gabriel, Santa Monica, Torrance, Whittier, and Yorba Linda, and the Counties of Orange and San Diego. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 6 Relevant Areas of Expertise Provided by NCE Staff NCE's engineers and technicians bring a wealth of experience in the collection of pavement distress data, conducting analyses, and developing plans, specifications, and construction cost estimates for infrastructure projects. Our professionals follow rigorous quality control procedures and guidelines to ensure that design documents meet industry standards as well as local, state, and community regulations. Our primary objective is to deliver high-quality work while upholding a reputation for prompt service. Our team possesses extensive experience and expertise across a wide array of capabilities and services, as detailed in the accompanying table. Pavement and Asset Management Expertise NCE has extensive experience evaluating and implementing pavement management systems for numerous public agencies throughout California and the west coast. We are a nationally recognized pavement specialty firm, with broad capabilities and expertise in the areas of pavement management, asset management, civil engineering, and pavement design, evaluation, and analysis. We provide pavement management services and are proficient with most software currently in use, including StreetSaver®, PAVER™, and Cartegraph, which account for 76% of all California agencies. In addition to our pavement management experience, we can assist the City to plan a regional multi-year capital improvement program more effectively. We are active in over 10 pavement-related (including pavement and asset management) committees at the Transportation Research Board, a national research organization, and since 2008, we have worked closely with The League of California Cities’ Oversight Committee on the Statewide Local Streets and Roads Needs Assessment. Our role has been to lead the systematic needs assessment of the local roads and streets in California, report the condition of the system, and describe the overall funding strategies for the local streets and road transportation network. NCE’s expertise in pavement management systems is exemplified by our close relationship with OCTA and MTC, both agencies known for their PMP distress and software training, guidelines and certification programs. We are MTC certified and we have a solid familiarity and working knowledge of StreetSaver®. Additionally, over the years, we have also obtained a positive and collaborative relationship with StreetSaver® management and technical staff which serves as a benefit to our clients. When issues arise, StreetSaver® staff serve as an extension of NCE’s team and respond quickly to inquiries. NCE’s expertise in PMPs is exemplified by our close relationship with MTC. Therefore, we offer the City superior service and a wealth of knowledge and skills working the program and utilizing the data to apply and recommend new pavement technologies for design and rehabilitation. We are committed to remaining at the forefront of the latest PMP technology and methodology. Right-of-Way Asset Inventory and Inspection The NCE team can collect additional right-of-way asset data in concert with the same mobilization as the pavement distress data thus leading cost-savings for the City. The GPS and 360-degree right-of-way Street Scan will collect street-level imagery suitable for a citywide asset database, with approximately 1-meter precision. The asset inventories are provided as a tabular report and an industry-standard GIS format such as ESRI File Geodatabase (.gdb) compatible with ESRI ArcGIS Pro. NCE can also offer data-hosting services in ArcGIS Online for the City. The Street Scan can provide inventory and inspection information for a variety of roadside assets including traffic signs, sidewalks, curbs, ADA ramps, pavement markings, and other assets such as curb markings, cross gutters, speed humps, storm drains, and guardrails/ barricades. Pavement Design and Analysis NCE specializes in the development of pavement designs, plans, specifications, and estimates (PS&E) for preventive maintenance, rehabilitation, and reconstruction. We bring extensive experience and expertise in evaluating various pavement treatment alternatives. Our civil and geotechnical engineers not only understand the types of pavements and treatment Relevant Services & Capabilities Asset and Pavement Management Pavement Testing, Analysis and Design Civil Engineering Design GIS & Database Management Pavement Rehabilitation and Sustainability Deflection Testing and Coring GPR Testing for Continuous AC Thickness Profile Bike and Pedestrian Path Design Complete Streets and ADA Retrofit Design Landscape Archtitecture and Streetscaping Sustainable Design/ Low Impact Development Construction Documents (PS&E) Utility Coordination Relocation and Design City of Thousand Oaks Traffic Sign Inventory City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 7 options, but also understand the significance and cost implications of proper roadway support on competent subgrade soils to limit future settlement and cracking. Pavement design begins with an accurate assessment of the existing structural adequacy. Unlike traditional civil firms who rely on core samples, we leverage our expertise in pavement surveying alongside deflection data, continuous thickness measurements obtained through ground penetrating radar (GPR), and materials testing to provide a more precise evaluation of the engineering properties of the existing roadway. Sustainable and Innovative Pavement Technologies There are several pavement rehabilitation techniques currently available that utilize innovative binders, additives, and polymers. These techniques can be applied in various layers to enhance the longevity of pavement. NCE consistently strives to identify the most cost-effective solutions for municipalities, including Cold In-Place Recycling (CIR), Cement Stabilized Pulverized Base (CSPB), Asphalt Rubber Hot Mix Asphalt (ARHM), Warm Mix Asphalt, and Terminal Blend Asphalt Rubber Binders. Many of the technologies that NCE can implement align with potential sustainability and environmental goals and policies set forth by cities. Examples of these technologies include sustainable pavements, cool pavements, composite pavements, rubblization of concrete pavements, Cold In-Place Recycling, and Full-Depth Reclamation (FDR). Pavement and Civil Engineering NCE’s civil and pavement design engineers and technicians have experience developing PS&E for many city, county, and state roadway projects. The benefit of this experience is that we thoroughly understand the impact recommended pavement designs can have on the roadway system. Elements include drainage improvements, ADA curb ramps and sidewalks, curb and gutter, traffic striping and signs, and utility relocation. NCE is a powerhouse known for designing thousands of local streets and roads and pavement rehabilitation throughout California. Further, we have recently supported the Cities of Diamond Bar, Glendale, Huntington Park, Redondo Beach, San Marino, and Santa Barbara City and County on similar Roadway Rehabilitation Projects. NCE also has excellent working relationships with pavement and grading contractors and have partnered with reputable contractors to provide constructability review and cost efficiencies. GIS Analysis, Modeling, and Mapping using the latest ESRITM Software NCE staff have an in-depth knowledge and understanding of the GIS needs of public entities and the importance of geospatial data in making critical resource(s), impact analysis, and management decisions. These decisions require well thought out tools that allow for efficient management, deployment, and dissemination of spatial data (both internal and external for the public). Our experience with GIS development and analysis, cartography, and asset management is extensive and includes projects for municipalities across California and Nevada. Our services include mobile data collection, integration with asset and PMP software, and detailed mapping capabilities using the latest ESRITM software which includes ArcGIS®, and ArcPro. Special Equipment NCE can evaluate pavement structural conditions with deflection testing using our Falling Weight Deflectometer (FWD). The FWD is a specialized tool that provides data to allow for preparation of cost-effective pavement designs. In-situ conditions can be quickly evaluated to determine issues, such as the extent of subgrade problems or the presence of voids/unstable soils. Pavement designs for phased or staged constructions are possible, as well as the ability to model and use new materials and technologies. NCE can also use ground penetrating radar (GPR) to determine the thickness of AC as well as depth of the top rebar in concrete pavement in a non-destructive manner. The GPR data can then be calibrated using limited core information. In addition, the GPR data can be collected at the same time as automated pavement distress data, thus leading to huge cost savings. Key Personnel Resumes Focused resumes for our Project Manager and other key personnel are included on the following pages, providing additional information regarding their education, relevant credentials, qualifications, and recent experience in a similar roles. NCE’s expertise in pavement treatment alternatives includes cost saving, cutting-edge, and green/sustainable paving technologies, such as warm mix asphalt and in-place recycling technologies. FWD GPR City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 8 Vivek Jha, MS, PE Client/Project Manager Vivek is an experienced Project Manager and is a Principal and the Southern California Operations Manager at NCE. He has 15+ years of comprehensive experience in the pavement industry, specializing in projects related to pavement design and evaluation, rehabilitation and maintenance, as well as pavement and asset management. He is highly skilled in overseeing the complete project lifecycle. This includes schedules, budgets, tracking and documenting variances, preparing technical reports, and ensuring QA/QC from all aspects. His areas of expertise include GPR, FWD, StreetSaver®, and PAVER™. Vivek has served as the Project Manager for the City of Diamond Bar’s previous PMP update and is presently the Client Manager and Pavement Design Lead for the City’s Street Rehabilitation and ADA Curb Ramp Improvement Project Through these roles, Vivek has developed a strong familiarity with the City’s infrastructure and personnel. Representative Projects Pavement Management Program Update City of Diamond Bar, CA Project Manager. The City encompasses a network of 145 centerline miles and 1,014 pavement segments. Vivek significantly contributed to the City during the 2022 update of their PMP. His responsibilities included analyzing and ensuring the quality of pavement distress data, updating maintenance and rehabilitation decision trees, revising treatment unit costs, and developing budget scenarios and executive summary reports. Pavement Management Program Updates City of Anaheim, CA Project Manager. The City has approximately 584 centerline miles and NCE has been assisting the City with updating the PMP since 2013 including transitioning from PAVER™ to StreetSaver®. Vivek is presently managing the latest round of their PMP update using StreetSaver®. He is responsible for the analysis and quality control of pavement distress datadata, updating M&R decision trees and unit costs, and the development of budget scenarios and reports including submitting the OCTA report for Measure M2 funding. Pavement Management Program and Right-of-way Asset Inventory City of Redondo Beach, CA Project Manager. Vivek is supporting the City in conducting an inventory of right-of-way assets, including traffic signs and curb ramps. NCE assisted the City with creating a comprehensive inventory of right-of-way assets, which included sign inventory, curb ramps, pavement and curb markings, cross gutter inventory, and manhole inventory. Along with updating this asset inventory, NCE has supported the City in revising its PMP and developing a multi-year strategic plan through the execution of pavement design and base repair assessments. The City has a network of 159.43 centerline miles of streets. 2024 Pavement Management Program Update and Traffic Sign Inventory City of Thousand Oaks, CA Project Manager. NCE is presently conducting a comprehensive evaluation of the entire street network consisting of about 384 centerline miles of streets, in accordance with ASTM D6433 through automated surveys. Various budget scenarios were analyzed to assess the impact of different conditions on future PCI projections. The most viable scenario outcome was utilized to formulate a multi-year work plan that can be directly implemented by the City for furutre their CIP. NCE is employing artificial intelligence and machine learning to create an inventory of traffic signs within the City’s jurisdiction. Education MS, Civil Engineering, Rowan University, 2009 BS, Civil Engineering, Sardar Patel College of Engineering, Mumbai, India, 2007 Registration Professional Engineer – Civil, MD #52713 Affiliations Advisory Board Member, CREATEs ACRP Panel Member Automated Pavement Condition Survey Practices Joined NCE 2022 Total Years of Experience 15 years Since joining NCE in 2022, Vivek has made substantial contributions to more than 50 asset and pavement management projects, as well as roadway rehabilitation programs for public agencies across the Southern California Counties of Los Angeles, Orange, San Diego, San Bernardino, Riverside, and Santa Barbara. . City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 9 Shahram Misaghi, MS, PE QA/QC Manager Shahram is an experienced Project Manager and Senior Project Engineer at NCE with over 20 years of experience in pavement management, asset management, maintenance, rehabilitation, design, and planning projects. His experience includes pavement and asset data collection and analysis. Currently, he is leading/involved in multiple projects focused on pavement right-of-way asset inventory for agencies in California, and he has led 70+ PMP projects in the last 12 years. Shahram serves as Project Manager, Senior Engineer, and/or the QC Manager and has been involved in every aspect of PMP implementations, conversions, and updates. Shahram is proficient in PMP software such as StreetSaver® and PAVER™ and is certified by MTC to perform condition surveys. Additionally, Shahram has been the QA/QC Manager on previous PMP updates for the City of Diamond Bar. Representative Projects Statewide Local Streets and Roads Needs Assessment League of California Cities and County Engineers Association of California, California State Association of Counties, CA Senior Engineer. NCE has prepared the biennial needs analysis for both pavement and non-pavement assets for 540 cities and counties since 2008. This includes the development of a website, online database and data collection, and funding analysis. The results are used to document the funding needs for the next 10 years and assisted in the passage of SB1. The results are communicated to a variety of audiences, including state legislators, elected city/county officials, PW Directors, engineers, and planners. StreetSaver® Training and Technical Support and PTAP Rounds 1-24 Metropolitan Transportation Commission (MTC), CA Project Manager and Senior Engineer. NCE has been involved in many projects related to the development, implementation, and training of the StreetSaver® program. NCE implemented the StreetSaver® PMS in over 150 agencies since 1994. Shahram has trained users of the StreetSaver® software including the development of the training materials, ensuring interaction in the training, as well as conducting the training. Pavement Management Program Implementations and Updates Various Cities and Counties, CA Project Manager, Senior Engineer, and QA/QC Manager. Shahram has been involved with updating PMP for over 70 cities and counties in California. He is responsible for the analysis and quality control of pavement distress data, updating M&R decision trees and the treatment unit costs, and the development of budget scenarios and summary reports. He has developed the most cost-effective maintenance treatments and strategies, prepared multiple-year detailed custom street maintenance plans and budget option reports, and linked GIS maps with management sections in the client’s PMP database. He has also conducted the QC review of client deliverables, including final reports and agency submittals. Some of his current/past PMP clients in Southern California include: Anaheim Beaumont Beverly Hills Buena Park Camarillo Carson Corona Dana Point Diamond Bar Fullerton Highland Lake Forest Mission Viejo Moreno Valley Orange City/County San Bernardino San Diego County Santa Barbara Santa Maria Thousand Oaks South Gate Stanton Torrance MTC and OCTA Education MS, Civil Engineering, University of Texas, El Paso, 2011 BS, Civil Engineering, University of Science and Technology, Tehran, 1999 Registration and Certification Professional Engineer – Civil, CA #82874 MTC StreetSaver® Rater Certification Program Joined NCE 2011 Total Years of Experience 22 years Shahram has played a pivotal role in the successful delivery of over 70 pavement and asset management projects across California. This experience encompasses the collection of roadway asset data, including signs, sidewalks, and curbs and gutters, along with the QA/QC review of client documents and deliverables at each phase of the project. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 10 Timin Punnackal, MS, PE Project Engineer Timin is a Professional Civil Engineer with 15 years of experience in asset and pavement management and roadway rehabilitation type projects. Timin has extensive experience in all facets of PMP implementations and updates with specialized expertise in acquiring and integrating both pavement and non-pavement asset data across various projects. His background also includes the collection and analysis of diverse asset data for comprehensive reporting purposes. Timin possesses proficiency in ArcGIS network analysis and Google API tools, which he utilizes for geocoding and routing location data. His skills extend to the use of various analysis and PMP software, including StreetSaver®, PAVER™, AASHTOWare PavementME Design, ArcGis, Microsoft SQL Server, and R Studio. Timin served as the Project Engineer for the City of Diamond Bar's most recent PMP update, as well as for the City’s Street Rehabilitation and ADA Curb Ramp Improvement Project, resulting in a strong understanding of the City’s infrastructure. Representative Projects Pavement Management Program Updates City of Diamond Bar, CA Project Engineer. Timin completed a budgetary analysis using the City’s StreetSaver® database. The analysis evaluated the impact of three funding scenarios on the City’s average network pavement condition index (PCI) over the next seven years. Timin determined the change in the City’s network PCI given its existing budget, the required budget to maintain the current network PCI, and the required budget to improve the network PCI. From these scenario analyses, Timin was able to provide the City with a multi-year plan that included a list of recommended treatments for roadway sections. City of Carson, CA Project Engineer. Timin performed a multi-year target-driven budgetary analysis using the City of Carson’s StreetSaver® database. The analysis determined the annual funding required to achieve a Pavement Condition Index of 75 for every street in the City using three analysis periods. Timin organized the results of the budget analysis into about 90 maps, a presentation, and supporting materials for presentation to the City Council. Pavement Management Program Updates City of Anaheim, CA Project Engineer. The City has about 584 centerline miles and NCE has been assisting the City with updating the PMP since 2013 including transitioning from PAVER™ to StreetSaver®. Timin has played a key role in the most recent phase of the 2022/23 PMP update, where he was responsible for data analysis and reporting. His efforts included the development of GIS shapefiles to effectively convey the City’s long-term street resurfacing plan to both internal and external stakeholders. Pavement Management Program Updates and Right-of-way Asset Inventory City of Redondo Beach, CA Project Engineer. NCE assisted the City with creating a comprehensive inventory of right- of-way assets, which included sign inventory, curb ramps, pavement and curb markings, cross gutter inventory, and manhole inventory. Along with updating this asset inventory, NCE has supported the City in revising its PMP and developing a multi-year strategic plan through the execution of pavement design and base repair assessments. The City has a network of 159.43 centerline miles of streets. Education MS, Civil Engineering, University of Nevada, Reno, 2010 BS, Civil Engineering, University of Nevada, Reno, 2008 Registration/Certifications Professional Engineer – Civil, NV #024624 Affiliations Friend of TRB Committee AKP10 Friend of TRB Committee AKP40 Joined NCE 2009 Total Years of Experience 15 years As a knowledgeable and accomplished Project Engineer, Timin has applied his industry expertise to a variety of pavement and asset management projects, as well as annual rehabilitation programs to many Southern California public agencies. This professional background encompasses transportation engineering, data collection, summarization of asset data, and comprehensive analysis in all areas of Geographic Information Systems (GIS). City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 11 3. Relevant Experience Past Project Experience of the NCE Team with Public Agencies NCE has performed PMP implementations and updates for more cities and counties than any other firm in California, and our clients in the pavement and engineering field include more than 220 agencies, including 90+ cities and counties in Southern California alone. In addition, we have provided PMP and asset management data collection services for the following agencis. City of Agoura Hills* City of Aliso Viejo City of Anaheim City of Baldwin Park* City of Beaumont City of Bell* City of Beverly Hills* City of Buena Park City of Burbank* City of Carson* City of Cathedral City City of Corona City of Dana Point City of Diamond Bar* City of Hawaiian Gardens* City of Hermosa Beach* City of Highland City of Huntington Park* City of Lake Forest City of Manhattan Beach* City of Mission Viejo Monteret Park* City of Newport Beach City of Orange City of Redondo Beach* City of San Bernardino City of San Clemente City of San Gabriel* City of Santa Barbara City of Santa Maria City of Santa Monica* City of Temple City* City of Thousand Oaks City of Torrance* City of Ventura City of West Covina* City of Whittier* City of Yorba Linda County of Orange County of San Diego County of Santa Barbara MTC and OCTA* NCE provided Metro certification compliance submittals for many of the above clients denoted with an asterisk (*). The City of Diamond Bar can be assured that similar submittals will be prepared efficiently and cost-effectively to meet the Los Angeles County Metropolitan Transportation Authority’s (LA Metro) requirements. The following pages detail our work on several projects with tasks closely aligned with the scope of work for the City that were completed within the last five (5) years by NCE. Pavement Management Program Updates and StreetSaver Conversion | City of Diamond Bar, CA Client: Christian Malpica Associate Engineer City of Diamond Bar PWD 21810 Copley Drive Diamond Bar, CA 91765 Phone: (909) 839-7042 Email: CMalpica@diamondbarca.gov Project Timeline: 2014/15, 2016/17, 2018/19, 2021/22 (PMP Updates) 2023 to Present (Street Rehabilitation) Description of Services: The City of NCE was selected by the City to perform a PMP update in 2014. The City had used PAVER™ for previous updates but converted to StreetSaver® in 2018. NCE was again selected by the City in 2021/22 to update its PMP. The NCE team has performed the following tasks: Reviewed PAVER™ database – found inconsistencies and worked with City staff to resolve. Field verified pavement inventory. Performed distress/condition surveys on the entire pavement network consisting of 145 centerline miles. Calculated PCI for all streets. Updated pavement strategies and unit costs in decision tree. Performed budgetary analyses including three funding scenarios and prepared PMP report. Developed a multi-year maintenance work plan. Prepared and conducted training classes for City staff, which covered basic software features to developing budget scenarios and GIS maps. NCE was selected by the City to provide the design of PS&E for the City’s various annual roadway maintenance and rehabilitation programs, as well as standalone annual CDBG Curb Ramp improvement projects. NCE already completed the design of the PS&E for year 1 which is construction currently. Key Staff: Vivek Jha (Client/Project Manager), Shahram Misaghi (QA/QC Manager), Timin Punnackal (Project Engineer), Luis Rocher Neri (Staff Engineer), Shaun Russo (PMP Analyst), Franc Escoobedo (Senior Field Technician), Joseph DeLeon (Senior Field Technician), and Ken Huisman of märker geospatial (Field Supervisor), City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 12 Pavement Management System Implementation and Updates | City of Baldwin Park, CA Client: David Lopez Associate Engineer City of Baldwin Park PWD 14403 E. Pacific Avenue Baldwin Park, CA 91706 Phone: (626) 960-4011 ext. 458 Email: DLopez@baldwinpark.com Duration of Services: 2020/21, 2023/24 Description of Services: The City of Baldwin Park (City) selected NCE in 2020/21, and then again in 2023/24 to update its Pavement Management System (PMS). The NCE team has successfully completed the following project tasks under these contracts: Implement StreetSaver® for PMS. Field verified pavement inventory. Performed distress and condition surveys on the entire pavement network consisting of 114 centerline miles. Implement a rigorous QC plan for data control and delivery. Calculated PCI for all streets. Updated pavement strategies and unit costs in decision tree. Performed budgetary analyses (three funding scenarios) and final PMS report. Developed a comprehensive multi-year maintenance work plan utilizing a zone improvement approach. Provided training to City staff on StreetSaver® software program. NCE assisted the City in implementing the StreetSaver® database to maintain and update the City’s PMS. NCE also assisted the City in submitting the appropriate documents to comply with LA Metro requirements. Key Staff: Vivek Jha (Project Manager), Timin Punnackal (Project Engineer), Luis Rocher Neri (Staff Engineer), Shaun Russo (PMP Analyst), Franc Escoobedo (Senor Field Technician), Joseph DeLeon (Senior Field Technician), and Ken Huisman of märker geospatial (Field Supervisor), PMP/Asset Inventory Update, Pavement Evaluation and Design, and Street Rehabilitation | City of Redondo Beach, CA Client: Lauren Sabian, PE City Engineer City of Redondo Beach PWD 415 Diamond Street Redondo Beach, CA 90277 Phone: (310) 318-0661 x 2520 Email: lauren.sabian@redondo.org Duration of Services: 2017 to Present/Ongoing Description of Services: NCE was selected to update the City’s Pavement Management Program (PMP) and right-of-way asset inventory for its entire network of 159.43 centerline miles. NCE’s scope of work included updating the PMP in accordance with ASTM D6433, taking the preliminary recommendation from the PMP and developing a 3-year work plan by selecting treatments that are based on pavement condition index (PCI), pavement core information, subgrade information determined via laboratory testing, and site constraints. NCE’s engineers field verified each pavement recommendation and performed investigation to determine the most feasible treatment. Finally, NCE staff marked base repairs prior to construction each year; this data will then be used to generate GIS maps, facilitating easy accessibility and tabulation for future reference. The project also involved PMP and right-of-way asset inventory; work plan for FY2023-25 and field review of FY2023-25 Street List; pavement coring and laboratory testing, pavement design and marking base repairs; council presentation, technical workshop, and technical support; and sign, curb marking, sidewalk, curb, cross-gutter, manhole, and pavement marking Inventory. NCE also assisted the city in complying with LA Metro Requirements, developed an annual street rehabilitation list, and inventoried right-of-way assets. NCE is currently developing PS&E for the City’s most recent annual street rehabilitation program. Key Staff: Vivek Jha (Project Manager), Timin Punnackal (Project Engineer), Luis Rocher Neri (Staff Engineer), Shaun Russo (PMP Analyst), Franc Escoobedo (Senior Field Technician), Joseph DeLeon (Senior Field Technician), and Ken Huisman of märker geospatial (Field Supervisor). The best demonstration of NCE’s ability to manage and deliver projects on time and on budget is repeat work. NCE performs most of our services for public agencies and more than 70% of our work is repeat business with existing cities, counties, special districts, and state and federal agencies. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 13 4. Project Schedule Proposed Schedule NCE proposes the following schedule for all work to be completed. Proven Record of Meeting Project Schedules Clients have come to rely on NCE’s ability to meet project schedules. Keeping the end project in mind, our concise documentation, and management’s ability to quickly resolve issues, are all key factors to completing a project on time. Timeliness is a high priority for the NCE team. Clear communication, concise documentation, prompt problem resolution, and strict review of the schedule are the tools NCE uses to complete the project within the established timeframe. NCE works collaboratively with our clients to prepare project-specific schedules with clear delivery timelines. In the event of a potential delay on project milestones, NCE will promptly notify the City, present the details of the potential delay, and make recommendations for bringing the project schedule back on track. High-Quality Project Deliverables NCE has an active Quality Assurance Management Program (QAMP) that includes specific quality control (QC) procedures. The goal of NCE’s QAMP is to infuse quality throughout the entire project and is based on four principles: client satisfaction, employee participation, problem prevention, and continuous quality improvement. NCE’s subconsultants are also required to adhere to the QAMP. 5. Proposed Field Data Collection and Analysis Methods The City of Diamond Bar maintains approximately 145 centerline miles of streets, incorporating 36.1 miles of arterial roads, 4.1 miles of collector streets, and 104.8 miles of residential streets. This valuable infrastructure network requires strategic management to maintain optimal service levels while maximizing the return on the City's maintenance investments. Deep Understanding of Diamond Bar's Street Network Historical Context: Our team has managed Diamond Bar's PMP since 2014, providing us with comprehensive knowledge of network performance trends and maintenance effectiveness. City of Diamond Bar Pavement Management Program (PMP) Update NCE’s team was responsive, clearly communicated their progress, and tracked their expenditures to ensure they stayed within budget. NCE’s work product and deliverables were professionally prepared and submitted on time. The NCE team demonstrated to the City staff how the data was collected using the automated approach and answered questions regarding this new technology. Additionally, NCE staff were readily available to answer any questions and assist the City staff in running additional analyses even after completing their project. NCE has been and hopefully will continue to be an asset to the pavement management community and to the City of Diamond Bar.” – Fabian Aoun, PE, Associate Engineer, City of Diamond Bar City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 14 Unique Integration of Planning and Implementation Experience Our team brings unparalleled value through our combined experience in both PMP updates and PS&E package development: Practical Design Knowledge: Having developed recent PS&E packages, we understand the real-world constraints and opportunities in Diamond Bar's street network. Construction Phase Insights: Our involvement during construction has provided valuable feedback on treatment performance and implementation challenges. Cost Optimization: Experience with local contractors and market conditions enables accurate cost estimating and budget planning. Strategic Focus Areas We have identified key focus areas for this PMP update based on our experience: 1. Treatment Strategy Optimization: o Incorporate performance data from recent projects. o Fine-tune treatment selection criteria based on observed results. o Balance maintenance and rehabilitation needs. 2. Budget Scenarios and Implementation Planning: o Develop realistic scenarios based on current funding levels. o Account for construction market conditions. o Create practical, achievable multi-year plans. 3. Integration with Bicycle Network Plans: o Coordinate with General Plan Bicycle Network requirements. o Identify opportunities to incorporate bike facilities during maintenance. o Optimize treatment timing with planned bike infrastructure. 4. Maintenance Zone Refinement: o Evaluate effectiveness of existing seven-zone approach. o Analyze potential adjustments based on current conditions and treatment history. o Consider geographic and logistical efficiencies. Our proven track record with Diamond Bar's street network, combined with our unique perspective from both planning and implementation roles, positions us to deliver a highly practical and effective PMP update that will serve the City's needs for years to come. We propose the following tasks, to achieve s successful and pratical PMP update. Scope of Work Task 1: Kick-Off/Progress Meetings The NCE team will first meet with City staff to review the schedule, budget, and technical approach. At a minimum, items to be discussed will include the following: Scope of service, project schedule, budget and invoicing requirements, and points of contact. Field Work - Contingencies for weather-related delays and a QC plan. M&R work completed since last PMP update. A list of any newly annexed streets. GIS database linkages. Other issues as appropriate. NCE will facilitate meetings with City staff. An agenda will be prepared and submitted at least three days prior to meetings. A summary of the meetings will be prepared and submitted within one week. Monthly progress reports will be sent to the City that summarize work completed and identify future work. This will include any exceptions or changes to the project schedule/work. NCE will also be available upon request of City staff to assist with preparing materials and presentations for City Council meetings or any public meetings that may be needed based on a time and materials basis. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 15 Deliverables: Meeting agendas and minutes. Project schedule. Communication plan. Data review documentation. Task 2: Update Maintenance & Rehabilitation History NCE will enter maintenance work that has been completed since the 2022 PMP update. This will be done prior to producing a Pavement Condition Index (PCI) listing. The City will need to provide historical records in the following format to NCE: Street name, Street ID, and Section ID. Beginning and ending limits of work. Type of Treatment. Date of Treatment. Cost of Treatment (Optional). Populating the StreetSaver® database with recent historical data is extremely useful for determining future treatments and predicting performance of the various pavement sections. This includes overlays, reconstructions, and surface seals. This information is critical during the pavement condition survey, as it is used to verify increases in the PCI. Deliverables: M&R work history report. Task 3: Pavement Condition Inspection and Evaluation NCE will perform fully automated pavement condition surveys on approximately 145 centerline miles of the City maintained streets. The distress collection protocols will be in accordance with ASTM D6433-20 protocols. Our Roadway Collection Vehicle System which is certified by both OCTA and MTC uses a 6D Dual-lane Road LiDAR Scanner that automatically collect a wide variety of pavement defects and pavement surface damages using advanced laser scanning technology to capture high resolution 3D roadway surface profiles and 2D digital pavement images. As part of this survey, 100% of the length of each street segment will be surveyed. For street sections with four or more lanes, NCE will conduct multiple passes (at least one in each direction) to collect sufficient data. Our system is comprised of many sub-components in order to provide automated, real time, accurate and repeatable roadway condition results, such as inspection survey distances, longitudinal roughness “rideability”, crack detection and measurement, 2D and 3D pavement profiles, wheel track rutting depths and transverse profiles, as well as incorporating our global positioning (GPS) system, roadway marking reflectivity, and innovative 3D 360° imagery and LiDAR mobile mapping solutions. Our pavement distress data collection process involves the use of high-resolution 3D digital imaging technology and integrated distress laser pavement roadway scanners, which allow us to correctly quantify the type, severity, extent, start and stop points of all ASTM D6433-20 pavement distresses. The “fuel” for any pavement management engine is the surface condition data. Pavement distress provides that important set of data in determining the costs to maintain the pavement network. Automated procedures will be conducted with a 100% sampling rate with full width “curb-to-curb” pavement survey coverage to collect distress data. The data collection system will be operated by OCTA-certified technicians, ensuring consistency and reliability in the collected data. Should City personnel wish to observe our field crews and testing vehicles during the inspection surveys, we will be more than happy to accommodate this. Individual City staff may also accompany NCE’s field crew for up to ½ day to gain hands-on training NCE’s pavement inspectors have undergone a rigorous certification test through both the Orange County Transportation Authority’s (OCTA) and the Metropolitan Transportation Commission (MTC) “Inspector Certification/Testing” programs. These cover both ASTM D6433 and StreetSaver® distress protocols. In addition, märker is also certified by the Metropolitan Transportation Commission (MTC) “Automated Rating Vendor Certification” program. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 16 at no additional cost to the City. We have found that this is the most effective training method for agency staff, as they become part of the data collection crew, rather than just observers. Please note that this scope of work and condition surveys do not address issues including, but not limited to traffic, safety and road hazards, geometric issues, road shoulders, sidewalks, curb and gutters, drainage issues or short-term maintenance that should be performed. Deliverables: Distress Data Collection for the entire network (145 centerline miles). Demo of Data Collection vehicle. Task 4 – Budgetary Analysis NCE will perform comprehensive budget analysis building upon the historical data and trends identified since our 2014 implementation. This analysis will incorporate completed work since the 2021 update and evaluate the effectiveness of previously recommended strategies. Our understanding of both the City's financial constraints and METRO requirements ensures practical, fundable solutions. Using StreetSaver®'s analytical capabilities and our historical knowledge of Diamond Bar’s network performance, we will develop multiple scenarios examining both funding impacts and treatment strategies. Each scenario will evaluate network conditions under different funding levels, with a particular focus on maintaining the improvements achieved since 2014. The analysis will consider the actual performance of treatments implemented from previous recommendations. Our experience with the City's network shows which strategies have been most effective locally. We will examine the impacts of current funding levels, building on successful approaches while adjusting strategies that have proven less effective. This historical perspective enables more accurate modeling of future conditions and more reliable recommendations. Deliverables: Budget scenario analysis results. Ten-year rehabilitation program. PCI projections with historical trending. Treatment recommendations based on documented performance. Task 5: Pavement Management Program Report Our team will prepare a comprehensive PMP report that synthesizes inspection data with practical insights gained through years of implementing Diamond Bar's pavement program. The current pavement conditions section will analyze performance trends we've observed since 2014, providing context for how different treatments have performed in various zones throughout the City. This analysis will incorporate our hands-on experience from developing PS&E packages, offering unique insights into how planned treatments actually performed during construction and subsequent years of service. The maintenance and rehabilitation section will outline necessary strategies to achieve desired service levels, drawing heavily from our experience implementing Diamond Bar's previous maintenance programs. We will recommend strategies and unit costs based on actual construction data from recent projects, explaining both advantages and disadvantages of each approach based on observed performance. The report will enable simultaneous analysis of various M&R strategies, including preventive maintenance, recycling alternatives, and full reconstruction options that we have implemented successfully in Diamond Bar. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 17 For budget scenarios, we will leverage our understanding of current market conditions and contractor capabilities to provide realistic cost projections. Having developed the current PS&E package and working on the 2025 program gives our team unique insight into actual construction costs and practical implementation considerations. One scenario will assess PCI impacts assuming current funding levels within the City's existing Seven-Year Maintenance Program. A "maintain" scenario will detail the budget needed to sustain the City's average PCI, while an "improve" scenario will outline requirements to achieve desired condition improvements. Deliverables: Comprehensive PMP report Executive summary Technical appendices GIS mapping products Task 6: Training Training sessions will be conducted at Diamond Bar City Hall or virtually (as desired by the City), designed to build upon existing staff knowledge while incorporating new insights from recent program implementation. Our approach emphasizes practical application, using real examples from Diamond Bar's network to illustrate key concepts and procedures. Sessions will cover both technical aspects of condition assessment and strategic considerations for program implementation, informed by our experience delivering multiple cycles of the City's maintenance program. Deliverables: Training materials User guides Database updates Training session documentation Task 7: Presentation Our team will prepare and deliver comprehensive presentations to City staff and elected officials, drawing on our long-term experience with Diamond Bar's pavement program to effectively communicate findings and recommendations. We will be prepared to answer detailed questions about both technical aspects and practical implementation considerations. Deliverables: Draft PowerPoint presentation. Final presentation materials. Meeting support materials. Response documentation. Optional Tasks Task 8: Enhanced Multi-Year Work Plan (Optional) Building upon our unique position as both PMP developer and PS&E implementation team for Diamond Bar, we will create an enhanced multi-year work plan that bridges the gap between planning and execution. Our team's involvement in developing the current PS&E package and working on the 2025 program provides invaluable insight into practical constraints and opportunities within each maintenance zone. We will conduct focused field reviews to verify and refine recommended treatments, drawing upon our construction experience to identify potential challenges before they impact project delivery. This enhanced plan will consider the criteria for various funding sources available to the City, ensuring selected streets align with program requirements while maximizing maintenance efficiency. Streetlist from PMP Software Streetlist from Multi-year Focus Plan City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 18 Before developing the work plan, our team will meet with City staff in the field to understand priorities and objectives for rehabilitation treatment and repair criteria. Our experience implementing Diamond Bar's maintenance program since 2014 allows us to suggest practical refinements to existing zone boundaries where appropriate, though we recognize the success of the current approach in maintaining network PCI in the high 70s and low 80s. The work plan will identify opportunities for treatment optimization, base repair requirements, and strategic project packaging to maximize construction efficiency while minimizing community impacts. Deliverables: Comprehensive three-year work plan with detailed project lists. Field verification documentation with photo logs. Treatment optimization recommendations. Construction packaging strategies. Updated maintenance zone recommendations (if applicable). Implementation schedule with resource requirements. Cost estimates based on current market conditions. Task 9: StreetSaver License Renewal (Optional) NCE appropirate staff will manage the complete license renewal process from 1/1/25 to 12/31/27. Deliverables: Updated StreetSaver license documentation. System verification report. Task 10: Update Existing Pavement Management Section Limits & Area (Optional) Drawing from our extensive fieldwork in Diamond Bar since 2014, we will conduct a comprehensive review of pavement management section limits and areas. This update will align segment boundaries with current field conditions, construction history, and maintenance patterns we've observed through implementing recent projects. Our team will measure updated section areas from edge to edge, accounting for all geometric variations including width changes, medians, cul-de-sacs, turn lanes, gutters, bus pads, and other features that affect maintenance planning and cost estimation. This detailed approach to section updates will benefit the City particularly during budget analysis and project planning phases. Our experience developing PS&E packages gives us unique insight into how section definitions impact construction efficiency and cost estimation accuracy. The updated sections will reflect both current conditions and practical construction considerations, improving the accuracy of future maintenance planning. Deliverables: Updated pavement management section database. Detailed area calculations and measurements. GIS updates reflecting new section boundaries. Documentation of changes with justifications. Integration with StreetSaver database. Task 11: ROW Asset Inventory (Optional) As part of this task, NCE will perform an asset inventory for the entire City network. For cost-effective purposes, NCE will perform this task using the Artificial Intelligence-Machine Learning (AI-ML) approach and perform a manual QC to obtain 85% reliability. The following assets can be inventoried by NCE: Sign Inventory (type and locations); sign condition; signpost type; sign size and height. Sidewalk inventory & width. Pavement Marking and Striping Inventory and condition; Line Striping Inventory and condition. Curb Ramps; No Curb on Corner Inventory; Driveway Apron Inventory. Curb and Gutter Inventory/Marking Inventory. Light post Inventory; Guardrail/Traffic Barrier Inventory; Utility Box Inventory. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 19 Tree and Tree Wells. Bike Lanes (in -Roadway). Please note the condition assessment will be based on overall condition assessment (good, fair, and poor) and not in accordance with any federal or state standards. Additionally, all the assets noted above are assumed to be visible from public right-of-way while driving the City street network. Deliverables: Shapefile with all the above noted asset inventory and images. Memo Report. 6. Sub-consultants NCE will serve as the prime consultant, and we have assembled an exceptionally qualified, proven team of specialized firms with whom we have successfully worked together recently on asset and pavement management projects in Southern California. Below, we have provided firm profiles and resume summaries for each subconsultant and their proposed key personnel. märker geospatial, LLC NCE has included märker geospatial, LLC (märker) on our team to assist in providing automated pavement data collection services. märker has provided hundreds of successful pavement and asset management projects specifically for municipal governments for over 30 years. The märker team has implemented advanced industry-leading technologies to efficiently collect, process, and deliver accurate and current pavement conditions, along with other roadway and roadside infrastructure assets, for numerous government agencies nationwide. märker owns and operates a fleet of right-of-way data collection equipped vehicles which are certified by OCTA and MTC though the Vendor Certification Program (VCP). Together with NCE, our team has successfully collected, processed, and delivered accurate up-to-date pavement conditions and roadway infrastructure assets for the Cities Anaheim, Baldwin Park, Burbank, Diamond Bar, Hawaiian Gardens, Manhattan Beach, Redondo Beach, San Bernardino, Santa Barbara, Thousand Oaks, and the Counties of Orange, Santa Barbara, and and San Diego. Ken Huisman | Field Supervisor. Ken Huisman (märker geospatial) will serve as Field Supervisor for the NCE team. Ken brings over 30 years of experience in pavement and infrastructure management consulting. Throughout his career, he has delivered a wide range of infrastructure management solutions to government agencies across North America. His experience includes overseeing the development of large and intricate public pavement infrastructure and GIS databases for numerous municipal, state, and federal projects. Additionally, Ken has a robust portfolio in providing PMP services and demonstrates proficiency with most commercially available pavement management systems. He is frequently sought after by various agencies for his expertise in offering effective solutions that are utilized throughout the entire lifecycle of public infrastructure management. Education: Environmental Engineering Degree, School of Engineering, Georgian College, Ontario, Canada, 1997. Experience: Ken has been serving as the Field Supervisor for the NCE team for over a decade, with his most recent focus PMP projects including the local Cities of Anaheim, Baldwin Park, Beaumont, Beverly Hills, Burbank, Corona, Cathedral City, Diamond Bar, Fullerton, Hawaiian Gardens, Hermosa Beach, Highland, Lake Forest, Lemon Grove, Manhattan Beach, Mission Viejo, Newport Beach, Orange, Redondo Beach, San Bernardino, San Clemente, Santa Barbara, Santa Monica, and Thousand Oaks, the Counties of Orange, San Diego, and Santa Barbara, and MTC and OCTA. Certifications: OCTA Prequalified for Automated Data Collection; and MTC StreetSaver® Rater Certification Program. Typical ROW Sign Inventory Data City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 P a g e | 20 Transconomy, LLC NCE has included Transconomy, LLC (Transconomy) on our team to provide auomated asset inventory. The Transconomy team consists of technical staff with diverse backgrounds and expertise in asset management, Artificial Intelligence (AI), machine learning, data processing, and GIS. The firm was founded in spring 2022 as a spin-off of iENGINEERING Corporation. Transconomy provides cutting-edge tools for collecting roadway images and automatically extracting assets to create GIS-based inventories of transportation infrastructure using AI and Machine Learning. Transconomy identifies assets such as traffic control devices (e.g., traffic signs, signals, etc.) based on the Manual on Uniform Traffic Control Devices for Streets and Highways. NCE has successfully teamed with Transconomy staff on recent asset and pavement managemt projects for the Southern California Cities of Beaumont, Beverly Hills, Burbank, Hawaiian Gardens, San Bernardino, Santa Maria, and Thousand Oaks. Ammar Wager, MS, EIT | Technology Lead. Ammar Wagar (Transconomy) will serve as Technology Lead and Data Processing Task Manager for the NCE team. Ammar has over 10 years of transportation asset management experience and currently leads the technology division at Transconomy. He has a multitude of expertise including but not limited to product strategy, artificial intelligence, computer vision, LiDAR, and data science. Education: MS, Mechanical Engineering, University of South Florida, Tampa, FL; and BE, Mechatronics Engineering, National University of Sciences and Technology, Pakistan. Experience: Ammar has partnered with the NCE team on transportation asset management projects for the Cities of Beaumont, Beverly Hills, Hawaiian Gardens, San Bernardino, Santa Maria, and Thousand Oaks. Registration: Engineer-in-Training (EIT), 7. Sample of Consultant’s Quality of Work Attached to Appendix A is the recently completed Multi-year Plan Report for the City of Yorba Linda which built on the 2024 PMP Report as well as a Pavement Condition Report for the City of Sacramento, prepared by NCE, per the RFP requirements. 8. References NCE has had the privilege to work with many cities and counties in California. The individual and agency references below will allow the City to verify NCE’s experience in delivering associated services on similar pavement and asset management projects. NCE Client References David Lopez Associate Engineer City of Baldwin Park PWD 14403 E. Pacific Avenue Baldwin Park, CA 91706 Phone: (626) 960-4011 ext. 458 Email: DLopez@baldwinpark.com Project: Multiple PMS Updates Size: 114 centerline miles Rick Yee, PE, Deputy Director of Public Works/Assistant City Engineer City of Yorba Linda PWD 4845 Casa Loma Avenue Yorba Linda, CA 9886 Phone: (714) 961-7171 Email: ryee@yorbalindaca.gov Project: PMP Updates and Conversion Size: 215 centerline miles Lauren Sablan Principal Civil Engineer City of Redondo Beach PWD 415 Diamond Street Redondo Beach, CA 90277 Phone: (310) 318-0661 Email: lauren.sabian@redondo.org Project: PMP/Asset Inventory Updates Size: 159.43 centerline miles 9. Certificate of Insurance Insurance Requirements: NCE acknowledges and concurs with the provisions and can and will meet the insurance requirements contained in “Attachment B” of the City’s RFP without alterations to this agreement. Please find attached in Appendix B a sample insurance certificate that provides a summary of our insurance coverage. Additionally, NCE has effectively fulfilled the City's insurance requirements for pavement design and management projects in the past. Agreement for Professional Services: NCE accepts the City’s Sample Professional Services Agreement provided as Attachment B of the City’s RFP and accepts and can comply with all of the terms and conditions specified in the RFP. 10. Fee Schedule NCE has submitted our Fee Proposal electronically in a separate PDF file clearly labeled “Fee Proposal” to PlanetBids, in compliance with the RFP requirements. City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 Appendix A – Sample of Consultant’s Quality of Work Appendix A Sample of Consultant’s Quality of Work Page | 1 MEMORANDUM Date: 11/15/2024 Project Number: 1070.04.30 To: Rick Yee & Colin Tsui From: Mahmoud Samara & Vivek Jha Subject: Multi Year Work Plan Background Nichols Consulting Engineers, Chtd. (NCE) was retained by the City of Yorba Linda to update its 2024 Pavement Management Plan (PMP) and develop a multi-year work plan. The 2024 PMP report developed by NCE was accepted by the City in June 2024. As part of the 2024 PMP report, multiple budget scenarios were performed and for the preferred budget scenario (City’s anticipated budget), streets and sections were selected based on a combination of cost-benefit analysis using PMP software, engineering judgment, City input, and NCE's past experience in developing street lists using only PCI. As part of this task, NCE further refined those street and corresponding treatments based on site visits with City staff to understand the City's past approach to addressing streets based on different distresses and site constraints, as well as other considerations such as treatment costs and past performance of certain treatments. This information was then used to develop a comprehensive and cost-effective pavement recommendation for streets within Zones 7 (FY 24-25) and 1 (FY 25- 26). The primary objective of the work plan was to align the proposed street list in the PMP for fiscal years 2024-25 (Zone 7) and 2025-26 (Zone 1) with the City's previous approach to addressing streets, ensuring that the final treatment proposed during Plan, Specification, and Estimate (PS&E) were consistent with the PMP recommendations. Technical Approach and Investigation As part of this task, NCE performed field investigation including condition surveys and base repair identification. Pavement Condition Survey NCE conducted an evaluation of the pavement condition for selected sections to identify the prevailing issues and underlying causes of failure. The visual survey indicated a variety of pavement conditions across Zone 1 and Zone 7. Certain sections demonstrated common environmental-related distresses, such as weathering or raveling, along with longitudinal and transverse cracking, and block cracking. Conversely, other streets primarily exhibited load-related distresses, including significant asphalt fatigue/alligator cracking, pumping, depressions, and rutting. These load-related distresses suggested pavements with inadequately designed asphalt concrete surfaces and subgrades characterized by low strength, high moisture content, and excessive plasticity. Page | 2 Base Repairs For hot mix asphalt (HMA) overlays, it is advised that areas with severe structural distress undergo base repairs before the overlay is applied. NCE estimated the approximate quantity for base repairs and Inlay repairs (shallow base repair). It is recommended that base repairs extend at least 2” below the existing AC pavement. The depth for Inlay repairs (shallow base repair) may vary based on city standards and when the actual PS&E design is conducted. Performing base repairs before overlaying or surface treatment (e.g., slurry seal and cape seal) is crucial to ensure the longevity and structural integrity of the road surface. The base layer serves as the foundation, supporting the upper layers of pavement. If the base is damaged or compromised, it can cause uneven settling and cracking in the new overlay. Addressing base issues first provides a stable and durable foundation for the new overlay or surface treatment. Repairing the base minimizes the recurrence of existing problems or the emergence of new issues. Additionally, although base repairs increase the initial project cost, they can save money in the long term. Neglecting base repairs before rehabilitation may result in premature cracking, potholes, and other surface distresses requiring more frequent and costly repairs. Please note that marking base repairs was not part of NCE’s scope of work. NCE evaluated each street included in the multi-year plan to determine an approximate percentage of base repairs for making appropriate treatment recommendations. Figure 1. Examples of Locations for Base Repair Proposed Treatment Recommendations Developing treatment recommendations based on the existing distress and overall site condition was the primary goal of this task. As part of this task, the NCE team met with the City staff multiple times in the field for site walks to understand the City’s approach to addressing the streets. With this understanding and utilizing its pavement expertise, the NCE team visited each street to holistically determine cost-effective treatment in line with the City’s past rehabilitation practices. The description of the different treatments considered is noted below. The treatment was carefully selected based on the current street conditions and the City’s budget constraints. As a result, certain streets have been deferred and are included in a separate appendix for future consideration. Page | 3 Appendix A notes the proposed treatment for each street in Zone 1 and Zone 7. Appendix A also notes the amount of base repair and localized inlay for each street along with the total paving cost. Appendix B provides the total cost including contingencies. while Appendix C shows maps of the selected streets with the recommended treatment. Appendix D outlines the streets that have been deferred but may be added to the project if the city receives bids lower than the estimated cost. Treatment Descriptions Grind and Overlay In mill and overlay treatment, a portion of the existing AC surface is removed, base repairs are performed at select locations, and a new HMA and/or ARHM overlay is placed. The mill and overlay treatment is generally proposed for pavement design sections that exhibit a mix of non-load-related and load-related distresses where high-severity distressed areas with base failure do not exceed approximately 10-15% of the total section area. This treatment is also appropriate for pavements with a small area of load-related-distresses where milling of a thin AC layer, followed by applying a thin HMA and/or ARHM overlay, will provide adequate structural capacity. Figure 2 shows the Brush Canyon Dr section that was selected for grind and overlay. Figure 2. Pavement Condition of grind and overlay candidate Section at Brush Canyon Dr Overlay In an overlay treatment, a new HMA (Hot Mix Asphalt) and/or ARHM (Asphalt Rubber Hot Mix) overlay is placed directly on top of the existing AC (Asphalt Concrete) surface without removing any portion of it. Overlay treatment is typically proposed for pavement design sections that exhibit a mix of non-load-related and load- related distresses where high-severity distressed areas with base failure are minimal or can be managed without extensive base repairs. It is particularly suitable for pavements that show moderate distress and have an existing surface course that can still provide adequate support for the new overlay. Page | 4 When considering overlay treatment, it is essential to address grading conditions, especially in areas with curb and gutter systems. The added thickness of the overlay can impact drainage patterns and curb reveal, potentially leading to water accumulation or other drainage issues. Therefore, careful evaluation and adjustment of the overlay thickness are necessary to maintain proper drainage and ensure the overlay does not interfere with existing curb and gutter functionality. Often wedge grinds are performed along the curb line between 5 and 7 ft. wide, to the depth of the overlay to help match the newly paved surface with the gutter pan, however these treatments increase grades and care as stated above must be maintained in their use. Figure 3 shows the Van Gogh Way section that was selected for overlay. Figure 3. Pavement Condition of overlay candidate Section at Van Gogh Way Slurry Seal Slurry seal is a homogenous mixture of emulsified asphalt, water, well-graded fine aggregate, and mineral filler that has a creamy fluid-like appearance when applied. After applying the slurry to the pavement, the asphalt emulsion “breaks” or hardens onto the pavement surface. Then, when the mixture cures by evaporation, it will be bonded to the existing pavement to create a long-lasting wearing surface. Slurry seals are used to fill existing pavement surface defects as either a preparatory treatment for other maintenance treatments or as a wearing course. It is used to correct minor defects in pavement such as weathering, raveling, and tight cracks to extend the life of the pavement. It provides skid resistance, restricts moisture intrusion, protects the structure from further oxidation and raveling, and restores a uniform black appearance. Figure 4 shows the Delacroix Way section that was selected for slurry seal. Page | 5 Figure 4. Pavement Condition of slurry seal candidate Section at Delacroix Way Slurry Seal Over Asphalt-Rubber Aggregate Membrane (ARAM) Slurry Seal Over ARHM treatment involves the application of slurry seal ARAM. As a part of the surface preparation, crack seal is typically applied before the Slurry Seal Over ARHM. This treatment is a common pavement maintenance treatment used to extend the service life of roads and improve surface ride quality. It is a cost-effective way to protect and preserve asphalt pavements. The proposed treatment addresses the gray area between surface treatment and full rehabilitation for streets in the city. This innovative approach may represent a new practice for the city of Yorba Linda, offering a potentially effective solution for maintaining and improving street conditions. Figure 5 shows the Mount Whitney Way section that was selected for slurry seal over ARHM. Figure 5. Pavement Condition of slurry seal over ARHM Candidate Section at Mount Whitney Way Page | 6 Closure We trust this letter-report provides the necessary information at this time. The recommended treatment was chosen based on visual survey and further investigation or analysis might be required. These recommendations do not take into account constructability, grade constraints, pavement defects beneath the surface, AC layer lift thicknesses, sub-grade properties, and the City’s construction requirements. If you have any further questions, please don’t hesitate to contact Mahmoud Samara (MSamara@ncenet.com), or Vivek Jha (VJha@ncenet.com). Appendix A Street List NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan Section Description Inventory Sorted By Project Year then Street Name Street - Sect ID Road Name Beg Location End Location Area ID Current PCI Length (FT)Width (FT)Area (SY)Project Year Recommended Treatment Base Repair %Localized Inlay %Treatment Unit Cost ($/SY)Total Paving Cost ($) ALVTA - 01 ALEUTIA WAY ELK MOUNTAIN DR END CDS Zone 7 71 1024 28 3,664 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 59,963.63$ ALPNLNE - 01 ALPINE LANE KODIAK MTN END CDS Zone 7 80 239 28 1,221 2025 Slurry Seal + Base Repairs 3%5%5.92$ 7,227.42$ APPLCRSSLN - 01 APPLECROSS LANE CAMINO DE BRYANT END CDS Zone 7 67 132 28 889 2025 Slurry Seal + Base Repairs 3%5%5.92$ 5,257.68$ AVDDSPCO - 01 AVENIDA DE DESPACIO AVENIDA DE MARCIA AVENIDA DE MARCIA Zone 7 64 2237 37 9,252 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 151,430.31$ AVDMRCA - 02 AVENIDA DE MARCIA LA CRESCENTA E/S VIA LOMAS DE YORBA Zone 7 77 1652 33 6,057 2025 Slurry Seal + Base Repairs 3%5%5.92$ 35,841.90$ AVDMCHLL - 01 AVENIDA DE MICHELLE AVENIDA DE MARCIA END OF CDS Zone 7 82 788 37 3,717 2025 Slurry Seal + Base Repairs 3%5%5.92$ 21,996.53$ AZELA - 01 AZELA CIRCLE WOODLAND AVE END OF CDS Zone 7 69 408 33 1,974 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 32,306.86$ BNNVS - 01 BEN NEVIS WAY KODIAK MOUNTAIN DR END CDS Zone 7 88 846 33 3,580 2025 Slurry Seal + Base Repairs 3%5%5.92$ 21,182.59$ BXCNYN - 01 BOX CANYON CT VIA LOMAS DE YORBA END OF CDS Zone 7 62 770 37 3,610 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 59,085.26$ BRSHCYN - 01 BRUSH CANYON DR CAMINO DE BRYANT E/S MEADOW LAND DR W/S Zone 7 67 2053 37 8,918 2025 Grind And 2" Overlay+ Base Repairs 7%0%19.60$ 174,748.21$ CMNOBSR - 01 CAMINO BESAR VIA BUENA SUERTE END OF CDS Zone 7 57 567 33 2,557 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 41,848.88$ CMNCLRSO - 01 CAMINO CALUROSO VISTA LAMPARA END OF CDS Zone 7 51 712 33 3,089 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 55,167.63$ CAMCLARO - 01 CAMINO CLARO VIA VALLARTA VIA LAS BRISAS Zone 7 52 225 37 925 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 16,522.31$ CMNODRDO - 01 CAMINO DORADO VIA MELINDA VIA LAS BRISAS Zone 7 54 704 33 2,637 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 43,158.25$ CAROT - 01 CAROT CT VAN GOGH WAY END OF CDS Zone 7 89 20 33 551 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,261.64$ CSTLEBND - 01 CASTLE BEND WAY KODIAK MTN END OF CDS Zone 7 87 731 28 2,274 2025 Slurry Seal + Base Repairs 3%5%5.92$ 13,456.82$ CRBT - 01 CORBIT PLACE LA PALMA END OF CDS Zone 7 79 200 42 1,411 2025 Slurry Seal + Base Repairs 3%5%5.92$ 8,350.36$ DLCRX - 01 DELACROIX WAY CAMINO DE BRYANT PICASSO DR Zone 7 85 1125 33 4,125 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,408.08$ ERNSTJHSN - 01 ERNEST JOHNSON JOHN BIXBY END OF CDS Zone 7 69 248 33 1,387 2025 Slurry Seal + Base Repairs 3%5%5.92$ 8,208.35$ GLRMRA - 01 GLARAMARA CIR CAMINO DE BRYANT END CDS Zone 7 70 100 33 845 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,997.33$ GYPSMCYN - 01 GYPSUM CANYON ROAD SOUTHSIDE OF BRIDGE CENTER OF 91 FWY Zone 7 49 726 56 4,517 2025 Grind And 2" Overlay+ Base Repairs 7%0%19.60$ 88,517.15$ IRNSTNE - 01 IRON STONE DR CAMINO DE BRYANT END CDS Zone 7 79 454 28 1,890 2025 Slurry Seal + Base Repairs 3%5%5.92$ 11,185.31$ JHNBXBY - 01 JOHN BIXBY RANCHO SANTA ANA ERNEST JOHNSON Zone 7 84 230 33 869 2025 Slurry Seal + Base Repairs 3%5%5.92$ 5,140.65$ KDKMNTN - 02 KODIAK MOUNTAIN DR MT. TRUMPH S/S CAMINO DE BRYANT Zone 7 87 1581 33 5,797 2025 Slurry Seal + Base Repairs 3%5%5.50$ 31,883.50$ KDKMNTN - 01 KODIAK MOUNTAIN DR CAMINO DE BRYANT MT. TRUMPH S/S Zone 7 85 3057 33 11,409 2025 Slurry Seal + Base Repairs 3%5%5.92$ 67,508.30$ LACRSCNT - 01 LA CRESCENTA AVE DE MARCIA AVE DE MARCIA Zone 7 70 1291 37 5,363 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 87,776.81$ LAFIESTA - 01 LA FIESTA AVENIDA DE DESPACIO END CDS Zone 7 71 845 26 2,441 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 39,953.93$ LAGRNDA - 01 LA GRANDE AVENIDA DE MARCIA END OF CDS Zone 7 81 236 33 1,343 2025 Slurry Seal + Base Repairs 3%5%5.92$ 7,947.99$ LAHMA - 01 LA HOMA LA CRESCENTA END OF CDS Zone 7 63 342 33 1,732 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 28,346.01$ LSNDRNS - 01 LOS ADORNOS LOS MONTEROS END OF CDS Zone 7 67 915 37 4,295 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 70,298.55$ LSMNTRS - 01 LOS MONTEROS VIA LOMAS DE YORBA PASEO DE TORONTO Zone 7 52 2346 37 9,645 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 157,855.31$ MDENMR - 01 MAIDEN MOOR LN CAMINO DE BRYANT END CDS Zone 7 81 174 28 1,019 2025 Slurry Seal + Base Repairs 3%5%5.92$ 6,030.85$ MRQTCRT - 01 MARQUET COURT PICASSO DR END OF CDS Zone 7 75 261 33 1,435 2025 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 14,947.39$ MRRYWTHR - 01 MERRY WEATHER CIR BLUE RIDGE DR END OF CDS Zone 7 84 61 28 668 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,950.66$ MNTHD - 01 MOUNT HOOD WAY SMOKEY MTN WAY END CDS Zone 7 84 1167 28 4,109 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,310.77$ MNTRNER - 01 MOUNT RAINER WAY SMOKEY MTN WAY END OF CDS Zone 7 89 901 28 3,281 2025 Slurry Seal + Base Repairs 3%5%5.92$ 19,414.04$ MNTSHSTA - 01 MOUNT SHASTA WAY SMOKEY MTN WAY END OF CDS Zone 7 84 1311 28 4,557 2025 Slurry Seal + Base Repairs 3%5%5.92$ 26,961.64$ MNTWHTNY - 01 MOUNT WHITNEY WAY ELK MTN WAY END CDS Zone 7 70 724 28 2,730 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 44,687.66$ MTTRMPH - 01 MT TRUMPH WAY KODIAK MTN DR END OF CDS Zone 7 86 1020 33 4,218 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,957.71$ PSDTRNTO - 01 PASEO DE TORONTO CAMINO DE BRYANT W/S CANTADA E/S Zone 7 65 2200 33 8,067 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 144,086.42$ PMGRNTE - 01 POMEGRANATE CAMINO DE BRYANT RANCHO SANTA ANA Zone 7 85 850 33 3,117 2025 Slurry Seal + Base Repairs 3%5%5.92$ 18,441.66$ RNCHSNTANA - 01 RANCHO SANTA ANA POMEGRATE RD SUSANNA BRYANT Zone 7 80 720 33 2,640 2025 Slurry Seal + Base Repairs 3%5%5.92$ 15,621.17$ RSWD - 01 ROSEWOOD DR BOX CANYON DR SLEEPING OAK DR Zone 7 85 155 33 568 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,362.89$ SLPNGOK - 01 SLEEPING OAK DR WOODLAND AVE LOTUS AVE Zone 7 67 395 33 1,504 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 24,614.31$ SUSNNBRYNT - 01 SUSANNA BRYANT RANCHO SANTA ANA POMEGRANATE Zone 7 85 220 33 807 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,773.13$ VNGH - 01 VAN GOGH WAY PICASSO DR DELACROIX WAY Zone 7 64 1457 33 5,342 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 87,438.55$ VIAARBLND - 01 VIA ARRIBA LINDA VIA LOMAS DE YORBA W/S VIA BRAVO Zone 7 56 1210 33 4,437 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 72,615.41$ VIABNSRT - 01 VIA BUENA SUERTE END OF CDS VIA VALLARTA Zone 7 54 1238 37 5,567 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 91,122.97$ VIACNTDA - 01 VIA CANTADA PASEO DE TORONTO VIA BUENA SUERTE Zone 7 48 1125 37 4,625 2025 2 In Overlay+ Localized Inlay+ Base Repairs 7%10%19.52$ 90,276.39$ VIACMPO - 01 VIA DE CAMPO PASEO DE TORONTO VIA LEONARDO Zone 7 58 930 33 3,410 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 55,811.84$ VIADLR - 01 VIA DEL RIO LA PALMA END OF CDS Zone 7 69 776 33 3,379 2025 Slurry Seal + Base Repairs 3%5%5.92$ 19,992.60$ VIALSBRS - 01 VIA LAS BRISAS VIA LOMAS DE YORBA CAMINO DORADO Zone 7 58 698 37 2,870 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 46,966.33$ VIALMSDYRB - 04 VIA LOMAS DE YORBA AVE DE MARCIA W/S BOX CANYON CT W/S Zone 7 57 1588 36 6,352 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 117,035.60$ VIALMSDYRB - 03 VIA LOMAS DE YORBA PASEO DE TORONTO N/S AVE DE MARCIA W/S Zone 7 61 3310 36 13,296 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 244,970.61$ VIALMSDYRB - 01 VIA LOMAS DE YORBA RR BRIDGE S/S LA PALMA N/S Zone 7 64 678 54 4,068 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 74,952.90$ VIALMSDYRB - 05 VIA LOMAS DE YORBA BOX CANYON CT W/S COPPER CANYON N/S Zone 7 58 1063 36 4,252 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 78,343.10$ VIAMLNDA - 01 VIA MELINDA CAMINO FAMOSA VIA CANTADA Zone 7 56 770 37 3,166 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 56,543.00$ VIANVA - 01 VIA NUEVA CAMINO FAMOSA CAMINO TECATE Zone 7 67 209 33 822 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,863.21$ VIAVRNO - 01 VIA VERANO PASEO DE TORONTO VIA ARRIBA LINDA Zone 7 52 1032 33 3,784 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 67,589.63$ VSTCNTRA - 01 VISTA CANTORA VIA ARRIBA LINDA END OF CDS Zone 7 52 859 33 3,628 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 64,795.23$ VSTLMPRA - 01 VISTA LAMPARA VIASTA CANTORA CAMINO CALCUROSO Zone 7 68 341 33 1,250 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 20,464.34$ WIERCYN - 01 WEIR CANYON RD CENTERLINE 91 FWY CITY LIMIT @ BRIDGE Zone 7 57 1610 39 6,977 2025 Slurry Seal + Base Repairs 3%5%5.92$ 41,281.70$ WDLND - 01 WOODLAND AVE SLEEPING OAK DR FOXTAIL DR Zone 7 82 586 33 2,149 2025 Slurry Seal + Base Repairs 3%5%5.92$ 12,713.90$ ABBLN - 01 ABBEY LN LIVERPOOL ST END CDS Zone 1 73 182 33 1,145 2026 2 In Overlay+ Localized Inlay+ Base Repairs 0%3%14.29$ 16,362.09$ APLORCDR - 01 APPLE ORCHARD DR VALLEY VIEW AVE PONDEROSA WY Zone 1 73 458 37 1,883 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 15,698.14$ ARIDR - 02 ARIES DR LESA PL LAVELL DR Zone 1 65 339 33 1,299 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 10,826.40$ ASPGLOCI - 01 ASPENGLOW CIRCLE ASPENGLOW LN END CDS Zone 1 70 133 33 966 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 16,619.40$ BSTNCHRY - 11 BASTANCHURY RD VALLEY VIEW AVE E/S IMPERIAL HWY W/S Zone 1 72 948 72 7,824 2026 Slurry Seal + Base Repairs 3%0%5.11$ 39,940.95$ BSTNCHRY - 03 BASTANCHURY RD OSMOND ST E/S PROSPECT AVE E/S Zone 1 48 1073 82 9,776 2026 Slurry Seal + Base Repairs 3%0%5.11$ 49,907.61$ BSTNCHRY - 01 BASTANCHURY RD IMPERIAL HWY W/S OSMOND E/S Zone 1 62 630 60 4,200 2026 Slurry Seal + Base Repairs 3%5%5.92$ 24,851.86$ BSTNCHRY - 04 BASTANCHURY RD CASA LOMA E/S VALLEY VIEW AVE E/S Zone 1 70 1142 72 9,665 2026 Slurry Seal + Base Repairs 3%5%5.92$ 57,188.20$ BSTNCHRY - 02 BASTANCHURY RD ROSE DR W/S CITY LIMIT Zone 1 59 986 60 6,573 2026 Slurry Seal + Base Repairs 3%5%5.92$ 38,895.13$ BSTNCHRY - 12 BASTANCHURY RD PROSPECT AVE W/S ROSE DR E/S Zone 1 65 1282 60 8,547 2026 Slurry Seal + Base Repairs 3%5%5.92$ 50,571.56$ BIDWEDR - 01 BIDWELL DR DRAKE ST END CDS Zone 1 73 1014 35 4,477 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 46,635.08$ BLKWNTCT - 01 BLACK WALNUT CT SILVER DOLLAR WY CDS Zone 1 70 475 34 2,247 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 23,402.61$ BRIARLN - 01 BRIARDALE LN VALLEY VIEW AVE CARLTON PL Zone 1 47 482 33 1,767 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 28,926.14$ BRIADR - 02 BRIARHILL DR FOLEY DR ORANGE DR Zone 1 83 1122 37 4,668 2026 Slurry Seal + Base Repairs 3%5%5.92$ 27,622.38$ BRKLYN - 01 BROOKLYN AVE DENVER AVE CASA LOMA AVE Zone 1 68 253 33 983 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 10,242.33$ CAMINAYA - 01 CAMINO AYALA VISTA VISCAINO END CDS Zone 1 69 222 33 1,292 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 21,144.49$ CSLOM - 02 CASA LOMA AVE BROOKLYN AVE BASTANCHURY RD Zone 1 70 1152 33 4,224 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 5%5%11.59$ 48,943.95$ CASOR - 02 CASA ORO DR EL CAJON AVE END CDS Zone 1 63 400 33 1,945 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 35,828.44$ 1/2 11/15/2024 NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan Section Description Inventory Sorted By Project Year then Street Name Street - Sect ID Road Name Beg Location End Location Area ID Current PCI Length (FT)Width (FT)Area (SY)Project Year Recommended Treatment Base Repair %Localized Inlay %Treatment Unit Cost ($/SY)Total Paving Cost ($) CASOR - 03 CASA ORO DR EL CAJON AVE ORANGE DR Zone 1 54 1753 33 6,539 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 107,020.89$ CHSTNT - 02 CHESTNUT ST THIRD ST END CDS Zone 1 52 512 33 2,355 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 39,391.09$ CHCGO - 03 CHICAGO AVE SECOND ST END CDS Zone 1 71 479 37 2,447 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 40,052.14$ CHCGO - 01 CHICAGO AVE THIRD ST END CDS Zone 1 45 502 33 2,319 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 38,777.84$ CRESTBELAV - 01 CRESTA BELLA AVE EL CAJON AVE END CDS Zone 1 43 240 33 1,358 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 22,224.72$ DNVR - 01 DENVER AVE BASTANCHURY RD BROOKLYN AVE Zone 1 84 1137 33 4,225 2026 Slurry Seal + Base Repairs 3%5%5.92$ 24,997.16$ DIERD - 01 DIEMER RD VALLEY VIEW CIR E/S CITY LIMITS Zone 1 79 327 50 1,817 2026 Slurry Seal + Base Repairs 3%5%5.92$ 10,749.42$ EDGEWLN - 01 EDGEWOOD LN VALLEY VIEW CIR 700'' E/O VALLEY VIEW CIR Zone 1 71 700 33 2,567 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 26,737.25$ ELCAJAV - 03 EL CAJON AVE RUSTIC AVE VALLEY VIEW AVE Zone 1 61 504 33 1,848 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 30,246.42$ ELCAJAV - 02 EL CAJON AVE LA PAZ AVE RUSTIC AVE Zone 1 69 1145 33 4,198 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 68,714.58$ GARDLN - 01 GARDENIA LN JASMINE WY SOUTH CDS Zone 1 83 1730 32 6,603 2026 Slurry Seal + Base Repairs 3%5%5.92$ 39,071.99$ GOLPOPWY - 01 GOLDEN POPPY WY BRAMBLE CT CDS Zone 1 90 687 33 2,971 2026 Slurry Seal + Base Repairs 3%5%5.92$ 17,580.39$ GRSTODR - 01 GREY STONE DR BASTANCHURY RD END CDS Zone 1 52 444 33 2,106 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 35,220.99$ HWY90 - 04 IMPERIAL HIGHWAY (HWY 90)CITY LIMITS PROSPECT AVE Zone 1 38 912 102 9,991 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 184,075.99$ HWY90 - 05 IMPERIAL HIGHWAY (HWY 90)PROSPECT AVE 1068'' S/O PROSPECT AVE Zone 1 47 1068 101 11,833 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 218,020.98$ HWY90 - 06 IMPERIAL HIGHWAY (HWY 90)BASTANCHURY RD VALLEY VIEW AVE Zone 1 48 945 105 11,022 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 203,084.44$ HWY90 - 13 IMPERIAL HIGHWAY (HWY 90)1068'' S/O PROSPECT AVE BASTANCHURY RD Zone 1 58 1068 101 11,833 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 218,020.98$ IRBKWY - 01 IRONBARK WY LINDEN WY SWEET BAY CT Zone 1 72 300 33 1,100 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 11,458.82$ LKEVW - 10 LAKEVIEW AVE VALLEY VIEW DUMMURRY LN Zone 1 62 2421 50 13,450 2026 Slurry Seal + Base Repairs 3%5%5.92$ 79,585.12$ LAVEDR - 01 LAVELL DR ARIES DR SAGA DR Zone 1 68 390 33 1,430 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 11,922.29$ LAVDR - 01 LAVENDER DR VALLEY VIEW CIR GARDENIA LN Zone 1 86 1305 38 5,510 2026 Slurry Seal + Base Repairs 3%5%5.92$ 32,603.27$ LINDVIS - 01 LINDA VISTA ST YORBA LINDA BLVD YORBA PL Zone 1 73 290 27 870 2026 Slurry Seal + Base Repairs 3%5%5.92$ 5,147.89$ LONGCRCI - 01 LONCREST CIRCLE HUGGINS AVE END CDS Zone 1 74 89 33 804 2026 Slurry Seal + Base Repairs 5%3%6.76$ 5,438.36$ LOSANGLES - 02 LOS ANGELES PROSPECT AVE END CDS Zone 1 52 632 37 3,076 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 47,848.91$ LSESTDS - 01 LOS ESTADOS PASEO DE TORONTO END OF CDS Zone 1 62 1467 33 5,857 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 100,810.33$ MRAHCT - 01 MARIAH CT PROSPECT DR END CDS Zone 1 55 600 33 2,678 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 49,340.10$ MEADVIDR - 01 MEADOWVIEW DR CASA ORO DR END CDS Zone 1 41 516 37 2,599 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%5%17.54$ 45,582.84$ MIMODR - 02 MIMOSA DR EL CAJON AVE S END CDS Zone 1 70 415 33 2,000 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%5%8.66$ 17,320.37$ MINDDR - 02 MINDEN DR CASA ORO DR END CDS Zone 1 59 345 37 1,896 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 31,035.68$ OAKHILDR - 01 OAKHILL DR CLOVERDALE WY END CDS Zone 1 84 685 27 2,533 2026 Slurry Seal + Base Repairs 3%5%5.92$ 14,987.38$ ODEDR - 01 ODESSA DR END CDS ROXDALE DR Zone 1 68 603 33 2,744 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 42,689.83$ ORANDR - 03 ORANGE DR 100'' W/O BRIARHILL VALLEY VIEW AVE Zone 1 46 1274 33 4,671 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 86,069.32$ ORTERRACE - 01 ORANGE TERRACE VALLEY VIEW END CDS Zone 1 73 437 37 2,274 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 23,693.14$ OSMOST - 01 OSMOND ST BASTANCHURY RD END Zone 1 53 870 33 3,190 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 49,620.45$ PACAV - 02 PACIFIC AVE CASA LOMA AVE DENVER AVE Zone 1 74 269 33 986 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 10,274.74$ PACAV - 01 PACIFIC AVE END CASA LOMA AVE Zone 1 64 160 33 587 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 6,111.37$ PSDTRNTO - 03 PASEO DE TORONTO VIA LOMAS DE YORBA AVENIDA DEL TREN Zone 1 56 1759 33 7,339 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 126,313.17$ PRENTPL - 01 PRENTISS PL PRENTISS DR END CDS Zone 1 73 108 33 396 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 3,301.56$ PRSPCT - 01 PROSPECT AVE IMPERIAL HWY WABASH AVE Zone 1 70 1553 37 6,385 2026 Slurry Seal + Base Repairs 5%3%6.76$ 43,174.06$ PRSPCT - 04 PROSPECT AVE HILLCREST CIRCLE YORBA LINDA BLVD Zone 1 54 1822 33 6,681 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 109,343.20$ RANCLN - 01 RANCHO LN PROSPECT AVE W END CDS Zone 1 83 577 33 2,594 2026 Slurry Seal + Base Repairs 3%5%5.92$ 15,346.35$ REPNRD - 01 RED PINE RD VALLEY VIEW CIR CDS Zone 1 85 651 33 2,839 2026 Slurry Seal + Base Repairs 3%5%5.92$ 16,799.33$ RSEDR - 03 ROSE DR 600'' S/o WABASH (City Limit)WABASH AVE Zone 1 57 612 80 5,440 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 89,037.08$ RSEDR - 01 ROSE DR PROMENADE AVE NORTH CITY LIMIT Zone 1 63 660 22 1,613 2026 Slurry Seal + Base Repairs 3%5%5.92$ 9,546.27$ RSEDR - 02 ROSE DR WABASH AVE S/S PROMENADE AVE N/S Zone 1 63 695 60 4,633 2026 Slurry Seal + Base Repairs 3%5%5.92$ 27,415.94$ ROXDADR - 01 ROXDALE DR END CDS END Zone 1 70 400 33 1,945 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 30,247.56$ 2/2 11/15/2024 NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan Section Description Inventory Sorted By Project Year then Street Name Street - Sect ID Road Name Beg Location End Location Area ID Current PCI Length (FT)Width (FT)Area (SY)Project Year Recommended Treatment Base Repair %Localized Inlay %Treatment Unit Cost ($/SY)Total Paving Cost ($) ALVTA - 01 ALEUTIA WAY ELK MOUNTAIN DR END CDS Zone 7 71 1024 28 3,664 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 59,963.63$ ALPNLNE - 01 ALPINE LANE KODIAK MTN END CDS Zone 7 80 239 28 1,221 2025 Slurry Seal + Base Repairs 3%5%5.92$ 7,227.42$ APPLCRSSLN - 01 APPLECROSS LANE CAMINO DE BRYANT END CDS Zone 7 67 132 28 889 2025 Slurry Seal + Base Repairs 3%5%5.92$ 5,257.68$ AVDDSPCO - 01 AVENIDA DE DESPACIO AVENIDA DE MARCIA AVENIDA DE MARCIA Zone 7 64 2237 37 9,252 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 151,430.31$ AVDMRCA - 02 AVENIDA DE MARCIA LA CRESCENTA E/S VIA LOMAS DE YORBA Zone 7 77 1652 33 6,057 2025 Slurry Seal + Base Repairs 3%5%5.92$ 35,841.90$ AVDMCHLL - 01 AVENIDA DE MICHELLE AVENIDA DE MARCIA END OF CDS Zone 7 82 788 37 3,717 2025 Slurry Seal + Base Repairs 3%5%5.92$ 21,996.53$ AZELA - 01 AZELA CIRCLE WOODLAND AVE END OF CDS Zone 7 69 408 33 1,974 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 32,306.86$ BNNVS - 01 BEN NEVIS WAY KODIAK MOUNTAIN DR END CDS Zone 7 88 846 33 3,580 2025 Slurry Seal + Base Repairs 3%5%5.92$ 21,182.59$ BXCNYN - 01 BOX CANYON CT VIA LOMAS DE YORBA END OF CDS Zone 7 62 770 37 3,610 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 59,085.26$ BRSHCYN - 01 BRUSH CANYON DR CAMINO DE BRYANT E/S MEADOW LAND DR W/S Zone 7 67 2053 37 8,918 2025 Grind And 2" Overlay+ Base Repairs 7%0%19.60$ 174,748.21$ CMNOBSR - 01 CAMINO BESAR VIA BUENA SUERTE END OF CDS Zone 7 57 567 33 2,557 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 41,848.88$ CMNCLRSO - 01 CAMINO CALUROSO VISTA LAMPARA END OF CDS Zone 7 51 712 33 3,089 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 55,167.63$ CAMCLARO - 01 CAMINO CLARO VIA VALLARTA VIA LAS BRISAS Zone 7 52 225 37 925 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 16,522.31$ CMNODRDO - 01 CAMINO DORADO VIA MELINDA VIA LAS BRISAS Zone 7 54 704 33 2,637 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 43,158.25$ CAROT - 01 CAROT CT VAN GOGH WAY END OF CDS Zone 7 89 20 33 551 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,261.64$ CSTLEBND - 01 CASTLE BEND WAY KODIAK MTN END OF CDS Zone 7 87 731 28 2,274 2025 Slurry Seal + Base Repairs 3%5%5.92$ 13,456.82$ CRBT - 01 CORBIT PLACE LA PALMA END OF CDS Zone 7 79 200 42 1,411 2025 Slurry Seal + Base Repairs 3%5%5.92$ 8,350.36$ DLCRX - 01 DELACROIX WAY CAMINO DE BRYANT PICASSO DR Zone 7 85 1125 33 4,125 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,408.08$ ERNSTJHSN - 01 ERNEST JOHNSON JOHN BIXBY END OF CDS Zone 7 69 248 33 1,387 2025 Slurry Seal + Base Repairs 3%5%5.92$ 8,208.35$ GLRMRA - 01 GLARAMARA CIR CAMINO DE BRYANT END CDS Zone 7 70 100 33 845 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,997.33$ GYPSMCYN - 01 GYPSUM CANYON ROAD SOUTHSIDE OF BRIDGE CENTER OF 91 FWY Zone 7 49 726 56 4,517 2025 Grind And 2" Overlay+ Base Repairs 7%0%19.60$ 88,517.15$ IRNSTNE - 01 IRON STONE DR CAMINO DE BRYANT END CDS Zone 7 79 454 28 1,890 2025 Slurry Seal + Base Repairs 3%5%5.92$ 11,185.31$ JHNBXBY - 01 JOHN BIXBY RANCHO SANTA ANA ERNEST JOHNSON Zone 7 84 230 33 869 2025 Slurry Seal + Base Repairs 3%5%5.92$ 5,140.65$ KDKMNTN - 02 KODIAK MOUNTAIN DR MT. TRUMPH S/S CAMINO DE BRYANT Zone 7 87 1581 33 5,797 2025 Slurry Seal + Base Repairs 3%5%5.50$ 31,883.50$ KDKMNTN - 01 KODIAK MOUNTAIN DR CAMINO DE BRYANT MT. TRUMPH S/S Zone 7 85 3057 33 11,409 2025 Slurry Seal + Base Repairs 3%5%5.92$ 67,508.30$ LACRSCNT - 01 LA CRESCENTA AVE DE MARCIA AVE DE MARCIA Zone 7 70 1291 37 5,363 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 87,776.81$ LAFIESTA - 01 LA FIESTA AVENIDA DE DESPACIO END CDS Zone 7 71 845 26 2,441 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 39,953.93$ LAGRNDA - 01 LA GRANDE AVENIDA DE MARCIA END OF CDS Zone 7 81 236 33 1,343 2025 Slurry Seal + Base Repairs 3%5%5.92$ 7,947.99$ LAHMA - 01 LA HOMA LA CRESCENTA END OF CDS Zone 7 63 342 33 1,732 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 28,346.01$ LSNDRNS - 01 LOS ADORNOS LOS MONTEROS END OF CDS Zone 7 67 915 37 4,295 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 70,298.55$ LSMNTRS - 01 LOS MONTEROS VIA LOMAS DE YORBA PASEO DE TORONTO Zone 7 52 2346 37 9,645 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 157,855.31$ MDENMR - 01 MAIDEN MOOR LN CAMINO DE BRYANT END CDS Zone 7 81 174 28 1,019 2025 Slurry Seal + Base Repairs 3%5%5.92$ 6,030.85$ MRQTCRT - 01 MARQUET COURT PICASSO DR END OF CDS Zone 7 75 261 33 1,435 2025 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 14,947.39$ MRRYWTHR - 01 MERRY WEATHER CIR BLUE RIDGE DR END OF CDS Zone 7 84 61 28 668 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,950.66$ MNTHD - 01 MOUNT HOOD WAY SMOKEY MTN WAY END CDS Zone 7 84 1167 28 4,109 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,310.77$ MNTRNER - 01 MOUNT RAINER WAY SMOKEY MTN WAY END OF CDS Zone 7 89 901 28 3,281 2025 Slurry Seal + Base Repairs 3%5%5.92$ 19,414.04$ MNTSHSTA - 01 MOUNT SHASTA WAY SMOKEY MTN WAY END OF CDS Zone 7 84 1311 28 4,557 2025 Slurry Seal + Base Repairs 3%5%5.92$ 26,961.64$ MNTWHTNY - 01 MOUNT WHITNEY WAY ELK MTN WAY END CDS Zone 7 70 724 28 2,730 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 44,687.66$ MTTRMPH - 01 MT TRUMPH WAY KODIAK MTN DR END OF CDS Zone 7 86 1020 33 4,218 2025 Slurry Seal + Base Repairs 3%5%5.92$ 24,957.71$ PSDTRNTO - 01 PASEO DE TORONTO CAMINO DE BRYANT W/S CANTADA E/S Zone 7 65 2200 33 8,067 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 144,086.42$ PMGRNTE - 01 POMEGRANATE CAMINO DE BRYANT RANCHO SANTA ANA Zone 7 85 850 33 3,117 2025 Slurry Seal + Base Repairs 3%5%5.92$ 18,441.66$ RNCHSNTANA - 01 RANCHO SANTA ANA POMEGRATE RD SUSANNA BRYANT Zone 7 80 720 33 2,640 2025 Slurry Seal + Base Repairs 3%5%5.92$ 15,621.17$ RSWD - 01 ROSEWOOD DR BOX CANYON DR SLEEPING OAK DR Zone 7 85 155 33 568 2025 Slurry Seal + Base Repairs 3%5%5.92$ 3,362.89$ SLPNGOK - 01 SLEEPING OAK DR WOODLAND AVE LOTUS AVE Zone 7 67 395 33 1,504 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 24,614.31$ SUSNNBRYNT - 01 SUSANNA BRYANT RANCHO SANTA ANA POMEGRANATE Zone 7 85 220 33 807 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,773.13$ VNGH - 01 VAN GOGH WAY PICASSO DR DELACROIX WAY Zone 7 64 1457 33 5,342 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 87,438.55$ VIAARBLND - 01 VIA ARRIBA LINDA VIA LOMAS DE YORBA W/S VIA BRAVO Zone 7 56 1210 33 4,437 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 72,615.41$ VIABNSRT - 01 VIA BUENA SUERTE END OF CDS VIA VALLARTA Zone 7 54 1238 37 5,567 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 91,122.97$ VIACNTDA - 01 VIA CANTADA PASEO DE TORONTO VIA BUENA SUERTE Zone 7 48 1125 37 4,625 2025 2 In Overlay+ Localized Inlay+ Base Repairs 7%10%19.52$ 90,276.39$ VIACMPO - 01 VIA DE CAMPO PASEO DE TORONTO VIA LEONARDO Zone 7 58 930 33 3,410 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 55,811.84$ VIADLR - 01 VIA DEL RIO LA PALMA END OF CDS Zone 7 69 776 33 3,379 2025 Slurry Seal + Base Repairs 3%5%5.92$ 19,992.60$ VIALSBRS - 01 VIA LAS BRISAS VIA LOMAS DE YORBA CAMINO DORADO Zone 7 58 698 37 2,870 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 46,966.33$ VIALMSDYRB - 04 VIA LOMAS DE YORBA AVE DE MARCIA W/S BOX CANYON CT W/S Zone 7 57 1588 36 6,352 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 117,035.60$ VIALMSDYRB - 03 VIA LOMAS DE YORBA PASEO DE TORONTO N/S AVE DE MARCIA W/S Zone 7 61 3310 36 13,296 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 244,970.61$ VIALMSDYRB - 01 VIA LOMAS DE YORBA RR BRIDGE S/S LA PALMA N/S Zone 7 64 678 54 4,068 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 74,952.90$ VIALMSDYRB - 05 VIA LOMAS DE YORBA BOX CANYON CT W/S COPPER CANYON N/S Zone 7 58 1063 36 4,252 2025 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 78,343.10$ VIAMLNDA - 01 VIA MELINDA CAMINO FAMOSA VIA CANTADA Zone 7 56 770 37 3,166 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 56,543.00$ VIANVA - 01 VIA NUEVA CAMINO FAMOSA CAMINO TECATE Zone 7 67 209 33 822 2025 Slurry Seal + Base Repairs 3%5%5.92$ 4,863.21$ VIAVRNO - 01 VIA VERANO PASEO DE TORONTO VIA ARRIBA LINDA Zone 7 52 1032 33 3,784 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 67,589.63$ VSTCNTRA - 01 VISTA CANTORA VIA ARRIBA LINDA END OF CDS Zone 7 52 859 33 3,628 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 64,795.23$ VSTLMPRA - 01 VISTA LAMPARA VIASTA CANTORA CAMINO CALCUROSO Zone 7 68 341 33 1,250 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 20,464.34$ WIERCYN - 01 WEIR CANYON RD CENTERLINE 91 FWY CITY LIMIT @ BRIDGE Zone 7 57 1610 39 6,977 2025 Slurry Seal + Base Repairs 3%5%5.92$ 41,281.70$ WDLND - 01 WOODLAND AVE SLEEPING OAK DR FOXTAIL DR Zone 7 82 586 33 2,149 2025 Slurry Seal + Base Repairs 3%5%5.92$ 12,713.90$ ABBLN - 01 ABBEY LN LIVERPOOL ST END CDS Zone 1 73 182 33 1,145 2026 2 In Overlay+ Localized Inlay+ Base Repairs 0%3%14.29$ 16,362.09$ APLORCDR - 01 APPLE ORCHARD DR VALLEY VIEW AVE PONDEROSA WY Zone 1 73 458 37 1,883 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 15,698.14$ ARIDR - 02 ARIES DR LESA PL LAVELL DR Zone 1 65 339 33 1,299 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 10,826.40$ ASPGLOCI - 01 ASPENGLOW CIRCLE ASPENGLOW LN END CDS Zone 1 70 133 33 966 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 16,619.40$ BSTNCHRY - 11 BASTANCHURY RD VALLEY VIEW AVE E/S IMPERIAL HWY W/S Zone 1 72 948 72 7,824 2026 Slurry Seal + Base Repairs 3%0%5.11$ 39,940.95$ BSTNCHRY - 03 BASTANCHURY RD OSMOND ST E/S PROSPECT AVE E/S Zone 1 48 1073 82 9,776 2026 Slurry Seal + Base Repairs 3%0%5.11$ 49,907.61$ BSTNCHRY - 01 BASTANCHURY RD IMPERIAL HWY W/S OSMOND E/S Zone 1 62 630 60 4,200 2026 Slurry Seal + Base Repairs 3%5%5.92$ 24,851.86$ BSTNCHRY - 04 BASTANCHURY RD CASA LOMA E/S VALLEY VIEW AVE E/S Zone 1 70 1142 72 9,665 2026 Slurry Seal + Base Repairs 3%5%5.92$ 57,188.20$ BSTNCHRY - 02 BASTANCHURY RD ROSE DR W/S CITY LIMIT Zone 1 59 986 60 6,573 2026 Slurry Seal + Base Repairs 3%5%5.92$ 38,895.13$ BSTNCHRY - 12 BASTANCHURY RD PROSPECT AVE W/S ROSE DR E/S Zone 1 65 1282 60 8,547 2026 Slurry Seal + Base Repairs 3%5%5.92$ 50,571.56$ BIDWEDR - 01 BIDWELL DR DRAKE ST END CDS Zone 1 73 1014 35 4,477 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 46,635.08$ BLKWNTCT - 01 BLACK WALNUT CT SILVER DOLLAR WY CDS Zone 1 70 475 34 2,247 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 23,402.61$ BRIARLN - 01 BRIARDALE LN VALLEY VIEW AVE CARLTON PL Zone 1 47 482 33 1,767 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 28,926.14$ BRIADR - 02 BRIARHILL DR FOLEY DR ORANGE DR Zone 1 83 1122 37 4,668 2026 Slurry Seal + Base Repairs 3%5%5.92$ 27,622.38$ BRKLYN - 01 BROOKLYN AVE DENVER AVE CASA LOMA AVE Zone 1 68 253 33 983 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 10,242.33$ CAMINAYA - 01 CAMINO AYALA VISTA VISCAINO END CDS Zone 1 69 222 33 1,292 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 21,144.49$ CSLOM - 02 CASA LOMA AVE BROOKLYN AVE BASTANCHURY RD Zone 1 70 1152 33 4,224 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 5%5%11.59$ 48,943.95$ CASOR - 02 CASA ORO DR EL CAJON AVE END CDS Zone 1 63 400 33 1,945 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 35,828.44$ 1/2 11/15/2024 NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan Section Description Inventory Sorted By Project Year then Street Name Street - Sect ID Road Name Beg Location End Location Area ID Current PCI Length (FT)Width (FT)Area (SY)Project Year Recommended Treatment Base Repair %Localized Inlay %Treatment Unit Cost ($/SY)Total Paving Cost ($) CASOR - 03 CASA ORO DR EL CAJON AVE ORANGE DR Zone 1 54 1753 33 6,539 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 107,020.89$ CHSTNT - 02 CHESTNUT ST THIRD ST END CDS Zone 1 52 512 33 2,355 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 39,391.09$ CHCGO - 03 CHICAGO AVE SECOND ST END CDS Zone 1 71 479 37 2,447 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 40,052.14$ CHCGO - 01 CHICAGO AVE THIRD ST END CDS Zone 1 45 502 33 2,319 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 38,777.84$ CRESTBELAV - 01 CRESTA BELLA AVE EL CAJON AVE END CDS Zone 1 43 240 33 1,358 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 22,224.72$ DNVR - 01 DENVER AVE BASTANCHURY RD BROOKLYN AVE Zone 1 84 1137 33 4,225 2026 Slurry Seal + Base Repairs 3%5%5.92$ 24,997.16$ DIERD - 01 DIEMER RD VALLEY VIEW CIR E/S CITY LIMITS Zone 1 79 327 50 1,817 2026 Slurry Seal + Base Repairs 3%5%5.92$ 10,749.42$ EDGEWLN - 01 EDGEWOOD LN VALLEY VIEW CIR 700'' E/O VALLEY VIEW CIR Zone 1 71 700 33 2,567 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 26,737.25$ ELCAJAV - 03 EL CAJON AVE RUSTIC AVE VALLEY VIEW AVE Zone 1 61 504 33 1,848 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 30,246.42$ ELCAJAV - 02 EL CAJON AVE LA PAZ AVE RUSTIC AVE Zone 1 69 1145 33 4,198 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 68,714.58$ GARDLN - 01 GARDENIA LN JASMINE WY SOUTH CDS Zone 1 83 1730 32 6,603 2026 Slurry Seal + Base Repairs 3%5%5.92$ 39,071.99$ GOLPOPWY - 01 GOLDEN POPPY WY BRAMBLE CT CDS Zone 1 90 687 33 2,971 2026 Slurry Seal + Base Repairs 3%5%5.92$ 17,580.39$ GRSTODR - 01 GREY STONE DR BASTANCHURY RD END CDS Zone 1 52 444 33 2,106 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%0%16.73$ 35,220.99$ HWY90 - 04 IMPERIAL HIGHWAY (HWY 90)CITY LIMITS PROSPECT AVE Zone 1 38 912 102 9,991 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 184,075.99$ HWY90 - 05 IMPERIAL HIGHWAY (HWY 90)PROSPECT AVE 1068'' S/O PROSPECT AVE Zone 1 47 1068 101 11,833 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 218,020.98$ HWY90 - 06 IMPERIAL HIGHWAY (HWY 90)BASTANCHURY RD VALLEY VIEW AVE Zone 1 48 945 105 11,022 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 203,084.44$ HWY90 - 13 IMPERIAL HIGHWAY (HWY 90)1068'' S/O PROSPECT AVE BASTANCHURY RD Zone 1 58 1068 101 11,833 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 218,020.98$ IRBKWY - 01 IRONBARK WY LINDEN WY SWEET BAY CT Zone 1 72 300 33 1,100 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 11,458.82$ LKEVW - 10 LAKEVIEW AVE VALLEY VIEW DUMMURRY LN Zone 1 62 2421 50 13,450 2026 Slurry Seal + Base Repairs 3%5%5.92$ 79,585.12$ LAVEDR - 01 LAVELL DR ARIES DR SAGA DR Zone 1 68 390 33 1,430 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 11,922.29$ LAVDR - 01 LAVENDER DR VALLEY VIEW CIR GARDENIA LN Zone 1 86 1305 38 5,510 2026 Slurry Seal + Base Repairs 3%5%5.92$ 32,603.27$ LINDVIS - 01 LINDA VISTA ST YORBA LINDA BLVD YORBA PL Zone 1 73 290 27 870 2026 Slurry Seal + Base Repairs 3%5%5.92$ 5,147.89$ LONGCRCI - 01 LONCREST CIRCLE HUGGINS AVE END CDS Zone 1 74 89 33 804 2026 Slurry Seal + Base Repairs 5%3%6.76$ 5,438.36$ LOSANGLES - 02 LOS ANGELES PROSPECT AVE END CDS Zone 1 52 632 37 3,076 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 47,848.91$ LSESTDS - 01 LOS ESTADOS PASEO DE TORONTO END OF CDS Zone 1 62 1467 33 5,857 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 100,810.33$ MRAHCT - 01 MARIAH CT PROSPECT DR END CDS Zone 1 55 600 33 2,678 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 49,340.10$ MEADVIDR - 01 MEADOWVIEW DR CASA ORO DR END CDS Zone 1 41 516 37 2,599 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%5%17.54$ 45,582.84$ MIMODR - 02 MIMOSA DR EL CAJON AVE S END CDS Zone 1 70 415 33 2,000 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%5%8.66$ 17,320.37$ MINDDR - 02 MINDEN DR CASA ORO DR END CDS Zone 1 59 345 37 1,896 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 31,035.68$ OAKHILDR - 01 OAKHILL DR CLOVERDALE WY END CDS Zone 1 84 685 27 2,533 2026 Slurry Seal + Base Repairs 3%5%5.92$ 14,987.38$ ODEDR - 01 ODESSA DR END CDS ROXDALE DR Zone 1 68 603 33 2,744 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 42,689.83$ ORANDR - 03 ORANGE DR 100'' W/O BRIARHILL VALLEY VIEW AVE Zone 1 46 1274 33 4,671 2026 Grind And 2" Overlay+ Base Repairs 5%0%18.43$ 86,069.32$ ORTERRACE - 01 ORANGE TERRACE VALLEY VIEW END CDS Zone 1 73 437 37 2,274 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 23,693.14$ OSMOST - 01 OSMOND ST BASTANCHURY RD END Zone 1 53 870 33 3,190 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 49,620.45$ PACAV - 02 PACIFIC AVE CASA LOMA AVE DENVER AVE Zone 1 74 269 33 986 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 10,274.74$ PACAV - 01 PACIFIC AVE END CASA LOMA AVE Zone 1 64 160 33 587 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 3%5%10.42$ 6,111.37$ PSDTRNTO - 03 PASEO DE TORONTO VIA LOMAS DE YORBA AVENIDA DEL TREN Zone 1 56 1759 33 7,339 2026 2 In Overlay+ Localized Inlay+ Base Repairs 5%3%17.21$ 126,313.17$ PRENTPL - 01 PRENTISS PL PRENTISS DR END CDS Zone 1 73 108 33 396 2026 Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 0%3%8.34$ 3,301.56$ PRSPCT - 01 PROSPECT AVE IMPERIAL HWY WABASH AVE Zone 1 70 1553 37 6,385 2026 Slurry Seal + Base Repairs 5%3%6.76$ 43,174.06$ PRSPCT - 04 PROSPECT AVE HILLCREST CIRCLE YORBA LINDA BLVD Zone 1 54 1822 33 6,681 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 109,343.20$ RANCLN - 01 RANCHO LN PROSPECT AVE W END CDS Zone 1 83 577 33 2,594 2026 Slurry Seal + Base Repairs 3%5%5.92$ 15,346.35$ REPNRD - 01 RED PINE RD VALLEY VIEW CIR CDS Zone 1 85 651 33 2,839 2026 Slurry Seal + Base Repairs 3%5%5.92$ 16,799.33$ RSEDR - 03 ROSE DR 600'' S/o WABASH (City Limit)WABASH AVE Zone 1 57 612 80 5,440 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 89,037.08$ RSEDR - 01 ROSE DR PROMENADE AVE NORTH CITY LIMIT Zone 1 63 660 22 1,613 2026 Slurry Seal + Base Repairs 3%5%5.92$ 9,546.27$ RSEDR - 02 ROSE DR WABASH AVE S/S PROMENADE AVE N/S Zone 1 63 695 60 4,633 2026 Slurry Seal + Base Repairs 3%5%5.92$ 27,415.94$ ROXDADR - 01 ROXDALE DR END CDS END Zone 1 70 400 33 1,945 2026 2 In Overlay+ Localized Inlay+ Base Repairs 3%0%15.56$ 30,247.56$ 2/2 11/15/2024 Pavement Condition Report August 2022 PAVEMENT CONDITION REPORT 2022 UPDATE 2 City Pavement Condition Team Ryan Moore, Director of Public Works Jose Sanchez, Streets Manager Lucinda Willcox, Program Manager Gregory Smith, Senior Engineer In consultation with Margot Yapp, NCE Mei-Hui Lee, NCE Sharlan Montgomery Dunn, NCE Mahdi Saghafi, NCE Jose Medina, NCE Ken Huisman, Märker Geospatial PAVEMENT CONDITION REPORT 2022 UPDATE Table of Contents 1. Sacramento Today.......................................................................................1 2. Pavement Condition ...................................................................................2 2.1 Pavement Condition by Council District ....................................................3 2.2 Pavement Condition by Disadvantaged Areas ..........................................5 3. Maintenance Strategies ..............................................................................6 4. Historical Pavement Maintenance ...............................................................7 5. Americans with Disabilities Act Requirements ............................................8 6. Funding and Expenditures ...........................................................................9 6.1 Funding Sources ........................................................................................9 6.1.1 Federal Funding ..............................................................................9 6.1.2 Highway Users Tax Account ..........................................................10 6.1.3 Road Maintenance and Rehabilitation Account ...........................10 6.1.4 Measure A (Countywide Transportation Sales Tax) ......................11 6.2 Operating and Capital Expenditures .......................................................11 6.3 Comparison with Similar Agencies ..........................................................11 6.4 Funding Summary ...................................................................................12 7. Sacramento Tomorrow ..............................................................................13 7.1 Scenario 1: Current Funding Levels .........................................................13 7.2 Scenario 2: Maintain Current Conditions (PCI = 59) ................................14 7.3 Scenario 3: Improve Conditions to a State of Good Repair (PCI = 75) .....14 7.4 Projected Pavement Conditions ..............................................................15 8. Conclusions...............................................................................................16 PAVEMENT CONDITION REPORT 2022 UPDATE List of Figures Figure 1. Streets with Varying PCIs ........................................................................1 Figure 2. PCI Comparison with Other Large Agencies in California .......................2 Figure 3. PCI Comparison with Other SACOG Agencies .........................................3 Figure 4. Network Condition Breakdown by Functional Class ...............................3 Figure 5. PCI by Council District .............................................................................4 Figure 6. Pavement Condition Breakdown by Council District ..............................4 Figure 7. Disadvantaged Areas in the City of Sacramento (CalEnvironScrren 4.0) 5 Figure 8. Network Condition Breakdown by Disadvantaged Area .........................5 Figure 9. Pavement Life Cycle and Repair Costs ....................................................6 Figure 10. Historical PQI/PCI and Total Treated Lane-Miles ..................................7 Figure 11. Example Curb Ramps ............................................................................8 Figure 12. Historical Funding for Pavement Repairs ..............................................9 Figure 13. Comparison of Paving Funding with Other Large Cities......................12 Figure 14. Projected PCI and Unfunded Backlog for Scenario 1 ..........................13 Figure 15. Projected PCI and Unfunded Backlog for Scenario 2 ..........................14 Figure 16. Projected PCI and Unfunded Backlog for Scenario 3 ..........................14 Figure 17. Comparison of Network Condition by Scenario .................................15 List of Appendices Appendix A ......................................................................................................1 PCI Maps for Council Districts ..........................................................................2 PAVEMENT CONDITION REPORT 2022 UPDATE 1 1. Sacramento Today With over 3,000 lane-miles of streets, the City of Sacramento (City) owns and maintains the fifth largest city street network in California. Only the cities of Los Angeles, San Diego, San Jose, and Fresno have larger street systems in the state. Within the region, Sacramento has the highest population density and serves as the regional hub, so its streets carry a correspondingly higher traffic volume than most other cities in the region. This large street network is a significant public asset, valued at over $2.6 billion, and is used by hundreds of thousands of automobiles, buses, trucks, bikes, and pedestrians daily. The City’s Public Works Department (Department) is responsible for maintenance, operations, and repair of the City’s streets. The Department has utilized a pavement management program (PMP) for many years. A PMP is a decision-support tool that answers questions such as: What does the City’s street network consist of? What is the existing condition of the City’s streets? What maintenance and rehabilitation strategies are deployed to improve street conditions? How much funding is needed? What is the most cost-effective way to implement a multi-year resurfacing program based on different levels of funding? This report summarizes some of the key information on the City’s street network and discusses the funding needed to bring the street network to a state of good repair, as well as the implications of different funding levels. This report only examines pavement conditions; it does not discuss the condition or needs related to other elements of the transportation network (bike lanes, sidewalks, striping, signage, traffic control equipment, medians, landscaping, or street trees), day-to-day operations, or emergency repairs. PAVEMENT CONDITION REPORT 2022 UPDATE 2 2. Pavement Condition In order to quantify the health, or condition of the City’s streets, a standard called the Pavement Condition Index (PCI) is used. The PCI is a scale from 0 to 100, with 100 being a newly surfaced street and zero a failed street. A PCI score of 70 to 100 is considered “Excellent/ Good,” 50 to 69 is “Fair,” 25 to 49 is “Poor,” and 0 to 24 is “Very Poor.” The PCI may be considered similar to a “grade” for each street section. Generally, it is desirable to achieve at least a citywide average PCI of 75 because pavements in this condition can be maintained more cost- effectively. Figure 1 illustrates a range of streets in different condition. A portion of the street network is surveyed every year using the ASTM D6433-20 pavement distress protocols, which are nationally accepted and used by many cities and counties in the United States, as well as internationally. The arterials are inspected biennially and approximately one-fourth of the residentials are inspected every year. This provides a regular up-to-date snapshot for planning purposes. In 2022, Sacramento’s streets had a citywide average PCI of 59, which is considered to be in “Fair” condition. For comparison, Figure 2 indicates that the condition of the City’s network is in the lower range compared to other large agencies in California. Also, as shown in Figure 3, the City is in the bottom third compared to the other agencies in the Sacramento Area Council of Governments (SACOG). For reference, the 2020 statewide average PCI was 661 . NOTE: City PCIs denoted by an * are from 2020-2021 PMP updates. All others are from the 2020 Statewide Local Roads and Streets Needs Assessment. Figure 2. PCI Comparison with Other Large Agencies in California Figure 1. Streets with Varying PCIs1 ”California Statewide Local Streets and Roads Needs Assessment 2020 Update,” Nichols Consulting Engineers, Chtd., CA, 2021. PAVEMENT CONDITION REPORT 2022 UPDATE 3 The street network is composed of different classifications, such as arterials, collectors, and residential streets. Arterials are characterized by higher speeds, more truck, bus, and automobile traffic and typically have at least 4 lanes. Residential streets typically have 2 lanes and have much lower speeds and traffic. Collectors are in-between – their function is to “collect” traffic from residential streets and funnel them to arterials. Like most cities, Sacramento has significantly more residential streets (63.5 percent) than any other classification. As shown in Figure 4, on average, arterials in Sacramento have a slightly higher PCI (63) than collectors (62) and residential streets (57). This indicates that most of the recent pavement work was performed on arterials rather than collectors or residential streets. NOTE: City PCIs denoted by an * are from 2020-2021 PMP updates. All others are from the 2020 Statewide Local Roads and Streets Needs Assessment. Figure 3. PCI Comparison with other SACOG Agencies 2.1 Pavement Condition by Council District The street network is almost evenly divided among 8 council districts, but the roads are not necessarily in the same condition across districts. Figure 5 indicates that District 1 has the highest PCI (67), and District 2 has the lowest PCI (52), with the remaining districts in the high 50s to low 60s. The streets in District 1 are newer than those in most other districts, so the overall PCI is higher. In addition, deferred maintenance on older streets results in faster deterioration and hence, a lower PCI. There are no council districts with an average PCI that is good condition, and conditions are expected to continue to decline. Pavement age is just one factor in today’s pavement condition; traffic levels, the underlying subgrade soils, drainage flows, and past maintenance practices are also contributing factors. Consequently, it is not always possible to implement a “one size fits all” approach to maintenance. Therefore, it should not be surprising that the PCIs for each district are not identical. Figure 6 shows the percentage of streets in each condition category for each council district. Figure 4. Network Condition Breakdown by Functional Class PAVEMENT CONDITION REPORT 2022 UPDATE 4 Appendix A, included at the end of this report, contains maps of each council district and the condition of the individual streets in those districts, as well as the unfunded backlog. Figure 5. PCI by Council District Figure 6. Pavement Condition Breakdown by Council District PAVEMENT CONDITION REPORT 2022 UPDATE 5 2.2 Pavement Condition by Disadvantaged Areas The City has recently adopted policies and criteria to address equity and potential historic disinvestments and harm to vulnerable communities and communities of color. In an effort to better consider issues of equity when making decisions about transportation infrastructure and resources, the City has used CalEnviroScreen 4.0 to identify disadvantaged areas (see Figure 7) based on environmental, public health, and socioeconomic conditions. CalEnviroScreen is a tool developed by the California Environmental Protection Agency which analyzes public data to identify cumulative pollution burdens, socioeconomic factors, and vulnerabilities faced by individual census tracts. It is generally used by state agencies in making funding decisions to address equity considerations. As shown in Figure 8, the streets within these disadvantaged areas represent approximately one- third of the City’s network and have an average PCI of 56. The remaining two-thirds of the network has an average PCI of 60. This PCI difference can be attributed to communities that have recently been developed in the non-disadvantaged areas (e.g., Natomas, McKinley Village), with higher PCIs due to newer streets. While there may be some inequities at the individual neighborhood level, overall the disadvantaged communities do no exhibit a significantly different average PCI than the non- disadvantaged communities. It should be noted, however, that levels of investment throughout the city are inadequate and that pavement will continue to deteriorate at a higher rate in areas with lower PCIs. Figure 8. Network Condition Breakdown by Disadvantaged Area Figure 7. Disadvantaged Areas in the City of Sacramento (CalEnviroScreen 4.0) PAVEMENT CONDITION REPORT 2022 UPDATE 6 3. Maintenance Strategies The street condition is affected by the type and timing of maintenance strategies. Historically, the Department has implemented a variety of maintenance treatments to repair streets. These techniques include a combination of relatively inexpensive pavement preservation treatments such as slurry seals on streets in good condition to significantly more expensive overlays and reconstruction for streets in fair and poor condition. Some of the treatments that have been applied include rubberized asphalt overlays and seals, recycled asphalt pavements, and bonded wearing courses. Pavements do not deteriorate linearly over time. Deterioration is slow at first, but then accelerates when the PCI drops below 70. As the pavement deteriorates, the cost of repair increases rapidly. If there is inadequate funding to conduct preventative maintenance, the cost to repair streets increases rapidly. Figure 9 summarizes the general costs of repair for streets in different conditions. For example, streets that are in good condition require seals at a cost of $4.50 to $10.00 per square yard (sy). In contrast, streets that are in very poor condition will require reconstruction at costs from $88.00 to $117.00/sy, which can be as much as 26 times more expensive. Or to put it another way, the cost of reconstructing 1 failed street is equivalent to the cost of preserving 26 good streets. Figure 9. Pavement Life Cycle and Repair Costs Reconstructing one failed street is equivalent to preserving 26 good streets! PAVEMENT CONDITION REPORT 2022 UPDATE 7 4. Historical Pavement Maintenance When sufficient funding is available, it is possible for any city to maintain streets at an acceptable level. However, Figure 10 illustrates two trends that have occurred in Sacramento since 2008: 1. Less Streets Are Being Repaired: Between 2008 and 2010, almost 180 lane-miles of streets were maintained or repaired each year. Much of this was the result of a one-time infusion of funds through the American Recovery and Reinvestment Act (ARRA). Since 2011, as federal funding allocated by the region for pavement rehabilitation declined, the treated mileage has dropped to an average of 50 lane-miles per year – less than one-third of the previous level-of-effort. 2. Pavement Condition is Declining: The result is a downward trend in pavement condition as illustrated by the Pavement Quality Index (PQI) and later the Pavement Condition Index (PCI). Note that there was no resurfacing program in 2017 (due to lack of funding) or in 2019 (contracts were rejected due to high bids). In 2020, a total of 110 lane-miles were maintained or rehabilitated, but in 2021, only 4.25 lanes-miles were treated. Most of the projects planned for 2021 were delayed due to staff shortages, UPRR design challenges and federal 10A audits. There are several reasons for the decreasing number of streets treated: The City’s funding levels reached a high of $14.3 million in 2009 (primarily ARRA) and then dropped sharply to $5.3 million in 2010. Funding did not improve significantly until 2019, when Senate Bill 1 (SB1) was passed (see Section 6). The cost of complying with regulatory requirements has increased e.g., Americans with Disabilities Act [ADA] compliance. Construction costs have increased since 2012. Operational costs have also increased. The City relies on transportation funding to address emergency repairs (e.g., fill potholes). As the pavement deteriorates, the need for emergency repairs increases. On average, the City fills 15,000 potholes per year. Figure 10. Historical PQI/PCI and Total Treated Lane Miles * PQI was used as a condition measure from 2008 to 2016. In 2017, the City switched to the more widely used PCI. PAVEMENT CONDITION REPORT 2022 UPDATE 8 5. American with Disabilities Act Requirements Maintaining the City’s pavement assets also requires a “complete streets” approach to enable safe access for users of different ages and abilities, regardless of the mode of transportation. This approach affects all aspects of street maintenance, such as restriping for bike lanes, traffic signals, or modifications to reduce speeds. A key component of this is the ADA, which requires public entities to ensure that persons with disabilities have access to pedestrian routes within the public right-of-way. In July 2013, a joint technical guidance was published by the U.S. Department of Justice and the U.S. Department of Transportation to clarify which road maintenance activities would trigger the need to upgrade affected curb ramps to current standards. Essentially, any street maintenance defined as an “alteration” triggers the requirement to upgrade ADA curb ramps. Almost all of the pavement treatments utilized by the Department are considered “alterations;” this affects an estimated 25,400 curb ramps and accelerated the schedule to upgrade non-compliant ramps. The upgrading/replacement of curb ramps represents a significant opportunity for the City to improve ADA access during the completion of pavement rehabilitation and maintenance activities, but the costs for these ramp upgrades need to be planned and accounted for in the City’s paving costs. As an older city, most of Sacramento’s streets were built prior to current ADA standards. It is estimated that upgrading curb ramps adds as much as 37 percent to street paving costs. The City has committed at least 20 percent of its annual transportation funds for ADA compliance. Figure 11 shows examples of non-existent (top), non-compliant (middle) and compliant (bottom) curb ramps. Figure 11. Example Curb Ramps PAVEMENT CONDITION REPORT 2022 UPDATE 9 6. Funding and Expenditures Funding for pavement maintenance typically comes from dedicated sources, including the state gas taxes and voter-approved, dedicated countywide transportation sales tax. These funds are used for all transportation-related expenses, not just pavement maintenance. These expenses are used to meet operational needs; perform emergency repairs; meet regulatory requirements; and maintain, replace, and modernize aging infrastructure and equipment. 6.1 Funding Sources As shown in Figure 12, the City’s funding for pavement repairs has come from a combination of federal, state, and local sources. Each source is briefly described in the following subsections. 6.1.1 Federal Funding Federal funding for road rehabilitation was historically available through the Regional Surface Transportation Program (RSTP), the largest and most flexible source of federal transportation funding. Regional shares of RSTP funding are allocated to SACOG agencies using a population-based formula. Prior to 2002, Sacramento received a proportionate share of RSTP funding to use on priority pavement rehabilitation projects. In 2002, SACOG revised its program to require members to compete for regional funding. Since then, funding for roadway rehabilitation has declined substantially, and additional sources of state funding were generally one-time funds. Figure 12. Historical Funding for Pavement Repairs PAVEMENT CONDITION REPORT 2022 UPDATE 10 With the Great Recession, the federal government provided one-time federal stimulus funding to the region, known as the American Recovery and Reinvestment Act (ARRA), leading to a spike in funding in 2009. Since that time, federal funding for pavement rehabilitation from RSTP (allocated by SACOG) has been limited and unpredictable. In addition, SACOG’s total funding for pavement rehabilitation declined, particularly for its larger member agencies. This corresponded with declines in gas tax, resulting in an overall lack of available funds for pavement maintenance at a critical time. In general, the City of Sacramento receives a lower amount of federal funding per capita than other agencies in the region. Note that Federal funding in 2022 was for a project that was programmed in previous years. In November 2021, the Infrastructure Investment and Jobs Act (IIJA) was signed. The passage of this act resulted in roughly $1.2 trillion in transportation and infrastructure funding nationwide. Of this, approximately $110 billion is expected to go towards roads and bridges. While some of this funding is already available, new programs for funding distribution are still in development. It is expected that the majority of funding opportunities will be available in late 2022/early 2023. SACOG estimates a 10 to 20% increase in available funding. 6.1.2 Highway Users Tax Account The Highway Users Tax Account (HUTA) is a per- gallon state excise tax on gasoline and diesel. These funds are distributed to cities and counties using a formula based on population and mileage. The gas tax is restricted to specific transportation uses for public roads and associated facilities. The gas tax was historically the City’s single largest source of transportation funding. The base excise tax of 18 cents per gallon was not raised until 2017, so its purchasing power had eroded by half in the previous decades. Forecasts of future gas tax revenues are challenging, as they are highly dependent on oil prices and demand. Overall, the long-term expectation is that this will be a declining revenue source as more fuel- efficient and alternative-fuel vehicles comprise a larger portion of the vehicle fleet. In the short-term, gas-tax revenues should increase slightly as the result of population growth and adjustments that are indexed to inflation. 6.1.3 Road Maintenance and Rehabilitation Account In April 2017, the Governor signed Senate Bill 1 (SB1), also known as the Road Repair and Accountability Act, a state transportation funding package that increases the gas tax, diesel tax, and vehicle registration fees. The new measure is indexed to inflation so that its purchasing power will not be eroded as occurred with HUTA. Half of the funding is allocated to cities and counties through the Road Maintenance and Rehabilitation Account (RMRA); the City began receiving revenues in 2018 and is expected to receive as much as $11.7 million for Fiscal Year (FY) 2022-23. This program also encourages inclusion of other improvements such as safety improvements, technology upgrades, and improvements to support efforts for cleaner transportation options. These are all important priorities, but their inclusion reduces the amount of funding remaining for pavement rehabilitation. RMRA is expected to provide $11.7 million per year to the City PAVEMENT CONDITION REPORT 2022 UPDATE 11 6.1.4 Measure A (Countywide Transportation Sales Tax) Sacramento County has a voter-approved half-cent sales tax to fund transportation improvements such as transit and street maintenance. Sales tax revenues are dependent on the strength of the economy, as evidenced by the dramatic decline during the recession in 2009 to 2012. Since then, sales taxes have shown steady but modest increases. Measure A revenues are expected to grow by about 4.5 percent annually through 2025, although any recession would reduce these projections. 6.2 Operating and Capital Expenditures The City’s operating expenses include ongoing operations to maintain a transportation system used by hundreds of thousands of automobiles, trucks, cyclists, buses, and pedestrians daily. It includes labor, supplies, materials, equipment, and vehicles. The Department is tasked with planning, building, and maintaining transportation infrastructure (including roads, bridges, sidewalks, bikeways, streetlights, traffic signals, traffic-control devices, street signs, and markings) and providing for safety and accessibility, with over 250 employees assigned to these tasks. The costs of providing these services are fully offset with transportation funds and reimbursements from other sources. Historically, about 70 percent of transportation funding has been needed to maintain ongoing operations, emergency repairs, and day-to-day upgrades. Investments in infrastructure or facilities that exceed $20,000 are included in the City’s Capital Improvement Program (CIP). The CIP consists of individual projects, each with its own budget established by funding type. Typically, the largest capital expenses are major transportation projects, most of which have federal funding. 6.3 Comparison with Similar Agencies When compared to its peers, the City is at the bottom of the list in terms of pavement funding. Figure 13 examines the funding available as well as the sources of funding for other large cities in California. Much of this information was compiled from the California Statewide Local Streets and Roads Needs Assessment 2020 Update as well as individual city websites. Although many of these cities have unique characteristics that dictate different levels of funding (e.g., composite pavements, which are more expensive to construct), one trend is clear. The top 3 cities (San Francisco, San Jose, and Oakland) rely heavily on local funding; more than 40 percent of their budgets come primarily from sales and parcel taxes. For example, Oakland passed a parcel tax (Measure KK) in 2018, which resulted in a bond measure totaling $350 million for street maintenance. San Francisco also receives money from the General Fund. Note that the data include funding for pavement repairs only (i.e. seals, overlays, and reconstruction). Operational expenses are not included. Sacramento is at the bottom of the list for pavement funding compared to its peers PAVEMENT CONDITION REPORT 2022 UPDATE 12 6.4 Funding Summary The City’s primary funding source to address street maintenance has been the state gas tax (HUTA), which was not indexed to inflation. By 2017, the amount of gas tax generated statewide had about half the spending power as it had in decades earlier, resulting in gradual reduction in pavement maintenance. Many counties and jurisdictions implemented local funding measures to help offset some of this loss in spending power. In 2017, the state increased the statewide gas tax for the first time in 25 years in response to the decreasing pavement conditions on state highways and local streets throughout the state. With a roadway network developed over the last 150 years, the City of Sacramento has some of the oldest roads in the state. Decades of inadequate investment in pavement maintenance have resulted in thousands of miles of needed roadway rehabilitation, and pavement conditions that are on a steep decline. The additional funding from Figure 13. Comparison of Paving Funding with Other Large Cities the gas tax increase will help alter the trajectory of the deteriorating PCI in communities with newer streets. Unfortunately, for older and less wealthy communities such as Sacramento, conditions have declined to a level that requires more annual funding than currently available from the increased gas tax revenues or other local, state, and federal sources. For example, the City’s current unfunded backlog is approximately $298 million, about 32% higher than it was just 2 years earlier. The City needs 5 times the amount of funding that it currently receives to arrest the steep decline in pavement condition. This would require an unprecedented, significant and/or new local or regional funding approach. Sacramento needs 5 times the amount of funding it currently receives to arrest the steep decline in pavement condition PAVEMENT CONDITION REPORT 2022 UPDATE 13 7. Sacramento Tomorrow The City faces significant challenges in the future for providing adequate roadway conditions, even with RMRA funding. The pavement is in “Fair” condition, and without sufficient resources, it anticipated to continue to decline. Three alternate funding scenarios were performed to determine potential outcomes. 7.1 Scenario 1: Current Funding Levels Assuming $11.7 million annually in RMRA funding, the City will receive a total of $117.0 million over the next 10 years. Given this funding level, Figure 14 indicates that the following is predicted to occur by 2031: 1. The PCI will deteriorate to 42. 2. The current unfunded backlog ($298 million) will more than triple to $1 billion. 3. Approximately 65 percent of the street network will be in “Poor” or “Very Poor” condition. Figure 14. Projected PCI and Unfunded Backlog for Scenario 1 PAVEMENT CONDITION REPORT 2022 UPDATE 14 7.2 Scenario 2: Maintain Current Conditions (PCI = 59) In order to maintain current conditions (i.e., PCI at 59), at least $581 million will be required over the next 10 years, with $254 million for residential streets and $326 million for arterials and collectors. This equates to $58.1 million per year, which is $46.4 million more than the amount currently available. Even with this level of investment, the unfunded backlog would increase to over $628 million by 2031 (Figure 15). This situation exists because the road conditions (low average PCI) are expensive to restore to a state of good repair. 7.3 Scenario 3: Improve Condition to a State of Good Repair (PCI = 75) To improve the network condition to a state of good repair within 10 years would require $971 million over the next 10 years: $520 million for residential streets and $451 million for arterials and collectors. The unfunded backlog would decrease from $298 million to $184 million by 2031 (Figure 16). Figure 15. Projected PCI and Unfunded Backlog for Scenario 2 Figure 16. Projected PCI and Unfunded Backlog for Scenario 3 PAVEMENT CONDITION REPORT 2022 UPDATE 15 7.4 Projected Pavement Condition Finally, Figure 17 shows the impacts of each scenario on the street network by condition. Currently, 73 percent of the network is in “Excellent/Good” or “Fair” condition, with the remaining 27 percent in “Poor” to “Very Poor” condition. Under the current funding levels (Scenario 1), it is predicted that streets in “Poor” to “Very Poor” condition will more than double to 65 percent by 2031. The other two funding scenarios illustrate marked improvements; Scenario 2 results in 57 percent of the pavement network in “Excellent/Good” condition, while Scenario 3 results in 81 percent in “Excellent/ Good” condition by 2031. Figure 17. Comparison of Network Condition by Scenario PAVEMENT CONDITION REPORT 2022 UPDATE 16 8. Conclusions To summarize, the City has a substantial asset of over $2.6 billion in the pavement network (this does not include sidewalks, signals, landscapes, storm drains, etc.) Overall, the street network is in “Fair” condition with a network PCI of 59. Approximately 73 percent of the streets currently fall into the “Excellent/Good” and “Fair” condition categories. In the last major Pavement Condition Report (August 2020), a network PCI of 60 was reported. Since then, the network PCI has deteriorated slightly to 59. However, keeping the PCI at 59 will require $581 million over the next 10 years. New revenue sources will be needed to prevent significant deterioration and reduce the unfunded backlog. The analyses indicate that the City needs approximately $97.1 million annually for pavement maintenance in order to improve the PCI of all streets to an average of 75. If that could be achieved, many streets could then be maintained in “Good” condition with ongoing preventive maintenance. The City’s projected funding level (average of $11.7 million/year) will result in a decrease of the network PCI to 42 over the next 10 years and the unfunded backlog will triple to $1 billion by 2031. At this time, there are no identified funding strategies that will significantly arrest this decline. Sacramento needs at least $97.1 million per year to improve the network PCI to 75 PAVEMENT CONDITION REPORT 2022 UPDATE 17 Appendix A PCI Maps for Council Districts City of Sacramento ®0 10.5 MilesMAYBROOKDRMYOTISDROTTUMWADRCLUBCENTER D R N O R THBEND DR BRIDGECROSS DR DUCKHO R N DRA RENABLV D N ORTH PARK DR GATEWAY PARK BLVDEL CENTRORDNATOMAS BLVDSAN JUAN RDEASTCOMMERCEWAY TRUX E L RD L A M P A S A S A V E N O R W O O DBYPGROVE AVEELEANOR A V E SOUTHAVE NORWOOD AVERIO LINDA BLVDROYALOAKSDREL CAMINO AVETRUXEL RDA R C A D E B LV D DELPASOBLVDEVERGREEN STAZEVEDODRDRY CREEK RDSAN JUAN RD NORTHGATE BLVDH A R VARD STGARDEN HWY MA R Y S V I L L E B L VD ARDEN WAY RIVERP LAZADRWESTRIVERDRORCHARD LNFORD RD GAT E WAYOAKS DR S ILVER E A GLE RD ARD E N -G A R D E N W EL CAMINO AVE DEL PASO RD ELKHORN BLVD NEW MA R KE T DR NORTHGATE BLVDNORTHOROUG H DRROSE AR B OR DR S a c r am e n t o Y o l o April 2022 Main Ave Norwood AveLane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $16.8M 68 Pavement Unfunded Backlog District 1 331 67 63 76 50% 37% 11% 2% ®Pavement Condition Index (PCI) Council District 1 City of Sacramento ®Pavement Condition Index (PCI) Council District 2 0 0.950.47 Miles April 2022 E VERGREENSTGROVE AVESOUTH AVE RIO LINDA BLVDEL CAMINO AVE NORTH AVE ETHAN WAYELEANOR AVE D E L PASOBLVDWINTERS STDRY CREEK RDNORWOOD AVEHOWE AVEROYALOAKSDRMAR Y S V I L L E B L V D ROSEVILLE RDA R C A D E B LVD BELL AVE GRAND AVE HA R VARDSTA STORIASTARDEN WAY FORD RD A U B U R N B L V D MAIN AVE RALEY BLVDS I LVER E A GLE RD ARD E N -G A R D E N EXPOSITION BLVD Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $51.8MPavement Unfunded Backlog District 2 430 52 59 56 48 15% 41% 38% 6% FOLSOMBLVDN 16TH STJ ST 34TH STAZEVEDODR RICHARDS BLVD ALHAMBRA BLVDN B ST 39TH STW EL CAMINO AVE MC KINLEY B L V D SAN JUAN RD C ST GARDEN HWYNATOMASPA R KDRTRUXEL RDDOSRIOSSTD ELP A SOB L VDARDEN-GARDENNORTHGATE BLVDFRONT STEDMONTON DR34THSTELEANOR AVENORWOOD AVET ST 21ST STEL CAMINO AVE X ST10TH ST15TH ST3RD STDU C K H ORNDRARDEN WAY 24TH STW ST J ST E ST G ST I ST N ST P ST CAPIT O L A V E K ST C ST F ST 5TH ST9TH ST19TH STW ESTR IV E R DRORCHARD LNFORD RDGATEWAY PARKBLVDELCENTRORDSAN JUAN RD TRUX E L RD 7TH STCity of Sacramento ®Pavement Condition Index (PCI) Council District 3 0 10.5 MilesSa c r am e n t oYo l o April 2022 Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $29.9MPavement Unfunded Backlog District 3 288 56 62 60 53 25% 41% 29% 5% EDMONTON DRLANDPARKDRRIVERSIDE BLVDS L ANDPARKDRT ST SUTTERVILLE RD BROA D W A Y V A L LEJ O WAY FRUIT R I DGE RD 10TH ST7TH ST12TH ST3RD ST2ND A V EFRONT STGARDEN HWY W ST J ST L ST E ST I ST N ST Q ST X ST CAPIT O L A V E K ST C ST F ST 5TH ST9TH ST24TH ST16TH STT R A N S I T IONRAMP ALTAARD E N E X P Y JEDSMITHDRS T OCKTONBLVDN 16TH STFRANKLIN BLVDFOL S O M B L V D S U T T E R V I L L E R D T ST BROADWAY J ST 65TH ST51STSTETHAN WAYMARTIN LUTHER KING BLVDX ST ALHAMBRA BLVD2ND A V E H ST N B ST LAWREN C E DRIRVIN WAY C ST MC KI N L E Y B L VD59TH ST35 TH AVE LEMON HILL AVE F A I R O AKSBLVD E X P O S I T I O N B L V D 65THEXPYARDEN WAY City of Sacramento ®Pavement Condition Index (PCI) Council District 4 0 0.80.4 Miles S a c r a m e n t o Y o l o April 2022 39TH STLane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $43.5MPavement Unfunded Backlog District 4 441 60 64 67 56 28% 49% 22% 1% FRANKLINBLVDSTOCKTONBLVDBROADWAY SLANDPARKDR12TH AVE FRUITRIDGE RD 24TH ST47TH AVE 34THST21STSTMARTIN LUTHER KING BLVDX ST 2ND A V E IRVIN WAY 3 5 T H AVE LAWRENCED R GLORIADRSEAMAS AVE 43RDAV E 2 1ST AVE BLAIR AVE FREEPORTBLVDFRANKLINBLVDSTOCKTONBLVDBROADWAY SLANDPARKDR12TH AVE FRUITRIDGE RD 24TH ST47TH AVE 34THST21STSTMARTIN LUTHER KING BLVDX ST 2ND A V E IRVIN WAY 3 5 T H AVE LAWRENCED R GLORIADRSEAMAS AVE 43RDAV E 2 1ST AVE BLAIR AVE FREEPORTBLVDCity of Sacramento ®Pavement Condition Index (PCI) Council District 5 0 10.5 MilesSacramentoYolo April 2022 BRROKFIELD DRMEADOWVIEW RD MACK RD VALLEY H I D R CENTER PKY L A M A N C H A W A YFRANKLIN BLVD FLORIN RD Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $40.1MPavement Unfunded Backlog District 5 408 58 61 58 57 16% 57% 26% <1% MUNROESTLA K E F O R E S T D R POWER INN RDBROADWAY 65TH ST14TH AVE LEMON HILL AVESTOCKTON BLVD T ST FRUITRIDGE RDOCCIDENTALDRLARIVIERADR ELDER CREEK RD59TH STFLORIN PERKINS RD21ST AVE FOLSOM B L V D SWATTAVEWATTAVEBELVEDE R E AVEHOWEAVEJACK S O N R D 65THEXPYUNIVERSITYAVE2NDBYP 50TH STFRANKLINBLVDFOLSOMBLVD FRUITRIDGE RD 47TH AVE 34THSTJ ST MARTIN LUTHER KING BLVDVALLEY H I D R 12TH AVE CARLSONDR58TH STH ST A R M A D A L E W A Y39TH STELVASAVE B A M FORDDR MC KINLEY B L V D 29THST24TH ST2 1ST AVE MEADOWVIEW RD CAPIT O L A V E K ST 19TH ST30TH ST65THSTB R U CEVILLERD56TH STMACK RD City of Sacramento ®Pavement Condition Index (PCI) Council District 6 0 10.5 Miles April 2022 Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $51.7MPavement Unfunded Backlog District 6 451 57 61 59 55 18% 51% 31% <1% GREE N H AVENDRR IV E R G AT E W AY WINDBRIDG E D R VALLEYHID R RUSH R I V ER D RHAVENSIDEDRGLORIA D R A R M A D A L E W A Y EHRH A R D T A V E R I V E R S I D E B L V D SLAND PAR K D R P ARK RIVIERA W AY MACK RD FLORIN R D COSUMNESRIVERBLVD S T O CKTONBLVDRIVERSIDE BLVDSLANDPARKDRFOL S O M B L V D 47TH AVE 34THSTBROADWAY51STST 12T H AVE21ST STX ST SUTTERVILLE RD FREEPORT BLVDVALL EJO WAY 2ND A V E B R O O K F I E L D DR39TH STJO H N S T I L L DRAMHERS TSTGLORIADR IRVIN WAY 29THST24TH STBLAIR AVE W ST MEADOWVIEW RD 26TH ST35TH AVE ®Pavement Condition Index (PCI) Council District 7 0 0.80.4 Miles City of Sacramento SacramentoYoloApril 2022 Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $41.5MPavement Unfunded Backlog District 7 472 60 65 62 58 21% 55% 24% <1% 21STST29TH STAMHERS T ST 24TH STW STO CKTONBLVDB R O O K F IELDDR ALPINEFROST DRJOHNSTILLDRTANGERINEAVE CARLIN AVECENTERPKYJACINTO RD DAMASCAS DRFRANKLI NBL VDMEADOWVIEW RD B R UCEVILLERDMACK RD SHELDON RD COSUMNES RIVER BLVD JA C INTOAVE VALLEY H I D R A R M A D A L E W A Y CALVINE RD EHRH A R D T A V E CARLIN AVEFLORIN RD COSUMNESRIVERBLVD City of Sacramento ®Pavement Condition Index (PCI) Council District 8 0 0.950.47 MilesSacramentoYolo April 2022 DELTA SHORES CIR Lane Miles Average PCI Arterial Collector Residential Good/Very Good PCI ≥ 70 Fair 50 ≤ PCI < 70 Poor 25 ≤ PCI < 50 Very Poor/Failed PCI < 25 $22.9MPavement Unfunded Backlog District 8 327 63 70 61 62 29% 58% 13% <1% CITY OF SACRAMENTO August 2022 Appendix B Cost Summary NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan 2,976,984.30$ 504,530.36$ 70,599.07$ 1,623,287.31$ 778,567.57$ 3,120,548.53$ 631,420.63$ 266,568.06$ 1,137,229.83$ 994,440.24$ 2,976,984$ 881,593$ 216,791$ 679,821$ 4,755,189$ 578,787$ 5,333,975$ 3,120,549$ 890,938$ 212,247$ 682,719$ 4,906,453$ 601,723$ 5,508,176$ Note: The Non-Paving Cost, Rehab Design Fees, and Construction Management percentages were based on the City's 2024 PMP Sub-Total Construction Cost Without Contingency Sub-Total Construction Cost Without Contingency Construction Contingency [15%] Total Cost Total Cost Construction Cost for Year 2026 (Zone 1) Total Paving Cost Non-Paving Cost [28%-30%] (Concrete Work) Rehab Design Fees [4%-6%] Construction Management [16-18%] 2026 (Zone 1) Slurry Seal + Base Repairs Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 2 In Overlay+ Localized Inlay+ Base Repairs Grind And 2" Overlay+ Base Repairs Construction Cost for Year 2025 (Zone 7) Total Paving Cost Non-Paving Cost [28%-30%] (Concrete Work) Construction Contingency [15%] Rehab Design Fees [4%-6%] Construction Management [16-18%] Grind And 2" Overlay+ Base Repairs Cost Summary 2025 (Zone 7) Slurry Seal + Base Repairs Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 2 In Overlay+ Localized Inlay+ Base Repairs 1/1 11/15/2024 Appendix C Maps LONCRESTCIRCLEPRENTISS PL PACIFIC AVE ABBEY LN CAMINO AYALA CRESTABELLA AVEMINDEN DRIRONBARK WYBROOKLYN AVE LINDA VISTA STLAVELL DRDIEMER RD ARIES DR G A R D E N I A L N CASAORO DRROXDALE DRROSE DRGREYSTONE DRMIMOSA DRBLACKWALNUTCT ORANGE TERRACE APPLE ORCHARD DR BRIARDALE LN MEADOWVIEW DR CHESTNUT ST CHICAGO AVE EL CAJON AVEODESSADRR E DPI NERDM A RIAH CT GOLDENPOPPYWYEDGE W O O D L N O A K H I L L D R LOS ANGELES CHICAGO AVE RANCHO LN OSMOND STBASTANCHURY RD IMPE R I A L H I G H W A Y (HW Y 9 0 )BRIARHILL DRBIDWELLDR DENVER AVECASALOMA AVEL AVENDERDRGARDENI ALNPROSPECT AVEPROSPECT AVEORANGE DR CASA ORO DR LAKE V I E W A V E Recommended Treatment Slurry Seal + Base Repairs Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 2 In Overlay+ Localized Inlay+ Base Repairs Grind And 2" Overlay+ Base Repairs 0 500 1,000ft. 1 in. = 932 ft. ¯ 0 675 1,350ft. 1 in. = 1,280 ft. ¯CORBITPLACE MA ID ENMOOR LN CAMINOCLAROERNEST JOHNSONLA GRANDEMARQUETCOURTALPINE LANE VISTA LAMPARA LA H O M A SLEEPING OAK DR AZELACIRCLE CAMINOBESARIRON STONE DR W E I R CA N Y O N R D V I A L OMASDE YORBAGYPSUMCANYON ROAD CA S T L EBEN D WAYVIA LAS BRISASAVENIDADEMICHELLE MOUNTWHITNEY WA Y BOXCANYON C T V IA DELRIO POMEGRANAT E VIA MELINDA BENNEVISWAY WE I R C A N YO N R D LO S A D O RNOS VIADECAMPOMOUNTRAINERWAY VI A VERANOVIACANTADADELACROIXWAYMTTRUMP H WAY A L E U TIA WAY LACR ESCENTAMOUNT HOOD WAY VIA ARRIBA LINDA VIA BUENA SUERTE VANGOGHWAYMOUNT SHASTAWAY VIA LO M A S DE YOR B A AVENIDADEMARCIAAVENIDADEDESPACIOB R U S H C A N Y O N D R PASEO DE TORONTO L O S M O N T EROS K O D I A K M O U N T A I N D R 0 500 1,000ft. 1 in. = 1,280 ft. ¯Slurry Seal + Base Repairs Slurry Seal Over ARHM +Localized Inlay+ Base Repairs 2 In Overlay+ Localized Inlay+ Base Repairs Grind And 2" Overlay+ Base Repairs Recommended Treatment Appendix D Deferred Streets NCE City of Yorba Linda Pavement Management Plan 2024 Update Work Plan Section Description Inventory Deferred Streets Street - Sect ID Road Name TotalCost Beg Location End Location Area ID Current PCI Length (FT)Width (FT)Area (SY)Project Year Recommended Treatment Base Repair %Localized Inlay %Treatment Unit Cost ($/SY) Total Paving Cost ($) PSDTRNTO - 03 PASEO DE TORONTO 2025 VIA LOMAS DE YORBA AVENIDA DEL TREN Zone 7 56 1759 33 6,450 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 120,110.94$ VIAVLLRT - 01 VIA VALLARTA 2025 END OF CDS VIA MELINDA Zone 7 56 1872 37 7,696 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 133,782.93$ ELKMTN - 01 ELK MTN DR 2025 SMOKEY MTN CAMINO DE BRYANT Zone 7 66 2292 33 8,404 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 137,549.19$ FOXTL - 01 FOXTAIL DR 2025 LOTUS AVE VIA LOMAS DE YORBA Zone 7 65 1652 33 6,057 2025 2 In Overlay+ Localized Inlay+ Base Repairs 3%5%16.37$ 105,287.80$ VIALNRDO - 01 VIA LENARDO 2025 CAMINO VISTA VIA ARRIBA LINDA Zone 7 53 2435 35 9,469 2025 2 In Overlay+ Localized Inlay+ Base Repairs 5%7%17.86$ 169,142.77$ 665,874$ 199,762$ 39,952$ 119,857$ 1,025,445$ 129,845$ 1,155,291$ Total Cost Total Paving Cost Non-Paving Cost [28%-30%] (Concrete Work) Rehab Design Fees [4%-6%] Construction Management [16-18%] Sub-Total Construction Cost Without Contingency Construction Contingency [15%] 1/1 11/15/2024 City of Diamond Bar Public Works Department Pavement Management Program (PMP) Update December 20, 2024 Appendix B – Sample Insurance Certificate Appendix B Sample Insurance Certificate ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 5/15/2024 License # 0E67768 (858) 754-0063 50233 (619) 574-6288 13056 Nichols Consulting Engineers, CHTD 300 E. 2nd Street, Suite 1210 Reno, NV 89501 11380 A 1,000,000 PSB0003222 5/17/2024 5/17/2025 1,000,000 Cont Liab/Sev of Int 10,000 1,000,000 2,000,000 2,000,000 Ded 0 1,000,000A PSA0001184 5/17/2024 5/17/2025 Comp.: $500 Coll.: $500 5,000,000A PSE0003030 5/17/2024 5/17/2025 5,000,000 A PSW0001955 5/17/2024 5/17/2025 1,000,000 1,000,000 1,000,000 B Prof. / Poll. Liab.USF00807824 5/17/2024 Per Claim 5,000,000 B Ded.: $50k Per Claim USF00807824 5/17/2024 5/17/2025 Aggregate 5,000,000 PROOF OF INSURANCE FOR YOUR REFERENCE ONLY NICHCON-02 MCCOWANA IOA Insurance Services 3636 Nobel Drive Suite 410 San Diego, CA 92122 Erica Wilson Erica.Wilson@ioausa.com RLI Insurance Company Fireman's Fund Indemnity Corporation X 5/17/2025 X X X X X X X X X Anaheim | Sacramento | Point Richmond | Oakland | Lake Tahoe | Reno | ScoƩsdale ncenet.com CollaboraƟon. Commitment. Confidence.CollaboraƟon. Commitment. Confidence.