Agenda packet — Brea City Council, June 17, 2025 (part 4 of 7)

Pricing Summary
Payment Term Upfront Sale Price
Upfront Costs*
$0.00
Upfront Subscription Fee
L6Q as a Service Annually $4,310.93
Sub Total: $4,310.93
Payment Term Sale Price Annual Sale Price
Year 2 Subscription Fee
L6Q as a Service Annually $4,310.93 $4,310.93
Year 3 Subscription Fee
L6Q as a Service Annually $4,310.93 $4,310.93
Year 4 Subscription Fee
L6Q as a Service Annually $4,310.93 $4,310.93
Year 5 Subscription Fee
L6Q as a Service Annually $4,310.93 $4,310.93
Sub Total: $17,243.71
Grand Total System Price (Inclusive of Upfront and Annual Costs) $21,554.64 *Upfront costs include the cost of Hardware, Accessories and Implementation, where applicable.

Notes:
● The Pricing Summary is a breakdown of costs and does not reflect the frequency at which you will be invoiced. ● This quote contains items with approved price exceptions applied against them. ● Does not include Cellular Sim Cards
QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Motorola Solutions, Inc.: 500 West Monroe, United States - 60661 ~ #: 36-1115800

Page 2 ends

L6Q CAMERA SYSTEM SOLUTION DESCRIPTION
L6Q CAMERA SYSTEM
The L6Q camera system revolutionizes license plate recognition (LPR) technology with its sophisticated capabilities, streamlined design, and consumer-grade installation process. This innovative system is ideal for law enforcement agencies and businesses seeking to enhance security through efficient and effective LPR. The L6Q seamlessly integrates with our backend software, VehicleManager or ClientPortal, to offer a comprehensive solution for building or supplementing a camera network, ensuring the safety and security of the communities they serve.

Key Features and Benefits:
 Easy Install Out-of-Box: The L6Q’s user-friendly design, convenient carry case, and intuitive out-of-box workflow enable one-person installation and activation in minutes, using a smartphone for ultimate ease.  Precise Data Collection: Configure the L6Q to capture vehicles moving at specific speeds and directions. It collects detailed information beyond license plates, including vehicle make, model, color, and speed, even in low-light conditions, enhancing investigative capabilities.  Versatile Power Options: The L6Q operates anywhere with solar, AC/DC, Pole Tap, and internal battery options. It’s built to withstand weather conditions and rated to IP67.  Amplified Insight & Awareness: Beyond license plate data, the L6Q has advanced software for managing hot lists, alerts, searches, and patented analytics. Agencies control data retention and sharing, ensuring security and compliance.
 App-Based Configuration & Activation: Use the Mobile Companion app on Android or iOS for quick on-site setup. Scan the camera's QR code for guided configuration, including live video-enabled aiming and adjustable image capture regions for improved accuracy.  Advanced Night Vision: Equipped with long-range infrared (IR) illumination and a starlight sensor, the L6Q can scan vehicles even in total darkness, ensuring round-the-clock operation.  Tamper-Proof Design: The L6Q is built to be physically secure with a tamper-proof shroud, easily customized to blend with various environments.

Deploy the L6Q to enhance your LPR capabilities with a system designed for ease of use, versatility, and advanced data insights.

QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 3 ends

LICENSE PLATE RECOGNITION TECHNOLOGY STATEMENT OF WORK

OVERVIEW
This Statement of Work (SOW) outlines the responsibilities of Motorola Solutions, Inc. (Motorola) and the Customer for the implementation of fixed or mobile License Plate Recognition (LPR) technology(s) and your License Plate Recognition Technology solution, if Deployment or Installation Services are purchased as part of the Contract. For the purpose of this SOW, the term “Motorola” may refer to our affiliates, subcontractors, or certified third-party partners. A third-party partner(s) (Motorola-certified installer) will work on Motorola’s behalf to install your License Plate Recognition Technology system(s) (if applicable).

This SOW addresses the responsibilities of Motorola and the Customer that are relevant to the implementation of the hardware and software components listed in the Solutions Description. Any changes or deviations from this SOW must be mutually agreed upon by Motorola and the Customer and will be addressed in accordance with the change provisions of the Contract. The Customer acknowledges any changes or deviations from this SOW may incur additional cost.

Motorola and the Customer will work to complete their respective responsibilities in accordance with the Project Schedule. Any changes to the Project Schedule must be mutually agreed upon by both parties in accordance with the change provisions of the Contract.

Unless specifically stated, Motorola will perform the work remotely. The Customer will provide Motorola personnel with access to their network and facilities so Motorola is able to fulfill its obligations. The Customer is responsible for acquisition and use of a remote access tool that complies with the regulations controlling use of the remote access tool. All work will be performed during normal business hours based on the Customer’s time zone (Monday through Friday from 8:00 a.m. to 5:00 p.m.).

The number and type of software subscription licenses, products, or services provided by Motorola are specifically listed in the Contract and referenced in the SOW. Services provided under this SOW are governed by the mutually executed Contract between the parties, or Motorola’s Master Customer Agreement and applicable addenda (“Contract”).

AWARD, ADMINISTRATION, AND PROJECT INITIATION
Project Initiation and Planning will begin following the execution of the Contract between Motorola and the Customer. At the conclusion of Project Planning, Motorola’s Project Manager (PM) will begin status meetings and provide status reports on a regular cadence with the Customer’s PM. The status report will provide a summary of activities completed, activities planned, progress against the project schedule, items of concern requiring attention, as well as, potential project risks and agreed upon mitigation actions.

Motorola utilizes Google Meet as its teleconference tool. If the Customer desires to use an alternative teleconferencing tool, any costs incurred from the use of this alternate teleconferencing tool will be the responsibility of the Customer.

Page 4 ends

FBI-CJIS SECURITY POLICY – CRIMINAL JUSTICE INFORMATION CJIS Security Policy Compliance
Motorola does not believe our LPR and License Plate Recognition Technology offerings require compliance with the FBI-CJIS Security Policy (CJISSECPOL) based on the definition in Section 4 of CJISSECPOL and how the FBI-CJIS defines Criminal Justice Information. However, Motorola does design its products with the CJISSECPOL security controls as a guide. Motorola’s LPR system design and features support best practice security controls and policy compliance. In the event of a CJIS technical audit request, Motorola will support the Customer throughout this process.

Personnel Security – Background Screening
Motorola will assist the Customer with completing the CJIS Security Policy Section 5.12 Personnel Security related to authorized personnel background screening when requested to do so by the Customer. Based on Section 5.12, a Motorola employee is defined as someone who is required to be on the Customer’s property with unescorted access. Motorola employees will also have access to the Customer’s network(s) and stored information. Motorola has remote access tools to support virtual escorted access to on-premises customer assets.

Additionally, Motorola performs independent criminal background investigations including name based background checks, credential and educational vetting, credit checks, U.S. citizen and authorized worker identity verification on its employees.

Motorola will support the Customer in the event of a CJIS audit request to validate employees assigned to the project requiring CJIS Section 5.12 Personnel Security screening and determine whether this list is up to date and accurate. Motorola will notify the Customer within 24 hours or next business day of a personnel status change.

Security Awareness Training
Motorola requires all employees who will support the Customer to undergo Level 3 Security Awareness Training provided by Peak Performance and their CJIS online training platform. If the Customer does not have access to these records, Motorola can facilitate proof of completion. If the Customer requires additional and/or separate training, Motorola will work with the Customer to accommodate this request at an additional cost.

CJIS Security Addendum
Motorola requires all employees directly supporting the Customer to sign the CJIS Security Addendum if required to do so by the Customer.

Third Party Installer
The Motorola-certified third party installer will work independently with the Customer to complete the Section 5.12 Personnel Security checks, complete Security Awareness Training and execute the CJIS Security Addendum.

COMPLETION CRITERIA
The project is considered complete once Motorola has completed all responsibilities listed in this SOW. The Customer’s task completion will occur based on the Project Schedule to ensure Motorola is able to complete all tasks without delays. Motorola will not be held liable for project delays due to incomplete Customer tasks.

Page 5 ends

The Customer must provide Motorola with written notification if they do not accept the completion of Motorola responsibilities. Written notification must be provided to Motorola within ten (10) business days of task completion.

The project will be deemed accepted if no written notification is received within ten (10) business days.

In the absence of written notification for non-acceptance, beneficial use will occur thirty (30) days after functional demonstration of the system.

SUBSCRIPTION SERVICE PERIOD
If the contracted system includes a subscription, the subscription service period will begin upon the Customer’s receipt of credentials for access. The provision and use of the subscription service is governed by the Contract.

PROJECT ROLES AND RESPONSIBILITIES OVERVIEW
Motorola Project Roles and Responsibilities (if applicable) The Motorola Project Team will be assigned to the project under the direction of the Motorola Project Manager.

Each team member will be engaged in different phases of the project as necessary. Some team members will be multi-disciplinary and may fulfill more than one role.

In order to maximize effectiveness, the Motorola Project Team will provide various services remotely by teleconference, web-conference, or other remote method in order to fulfill our commitments as outlined in this SOW.

Our experience has shown customers who take an active role in the operational and educational process of their system realize user adoption sooner and achieve higher levels of success with system operation. The subsections below provide an overview of each Motorola Project Team Member.

Project Manager (PM)
The PM will be the principal business representative and point of contact for Motorola. The PM’s responsibilities may include but are not limited to:
 Manage Motorola responsibilities related to the delivery of the project.  Maintain the Project Schedule, and manage assigned Motorola personnel, subcontractors, and suppliers as applicable.
 Coordinate schedules of assigned Motorola personnel, subcontractors, and suppliers as applicable.  Maintain project communications with the Customer.
 Identify and manage project risks.
 Coordinate collaboration of Customer resources to minimize project delays.  Evaluate project status against Project Schedule.
 Conduct status meetings on mutually agreed upon dates to discuss project status.  Provide timely responses to Customer inquiries and issues related to project progress.  Conduct status calls with the Customer throughout the Project up to and including Go-Live.

System Technologist
The System Technologist (ST) will work with the Customer’s Project Team on:
 Camera programing
 Camera alignment
QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 6 ends

 Licensed Software Training
 Develop and submit Start Up and Commissioning Sign Off (SSU&C) Technical Trainer / Instructor
The Technical Trainer / Instructor provides training in accordance with the Training Plan provided to the Customer.

Motorola-Certified Installer
The Motorola-certified installer is primarily responsible for installing in-car and fixed LPRs. There are specific requirements the 3rd party partner must meet in order to be considered a Motorola-certified installer, and they include (but are not limited to) the following:

Required Training
 SSU&C Onsite Training
- Included Certification testing completed and passed
 Networking (must meet one of the following three requirements) - CompTia Network + Certification
- Networking Degree in IT
- Basic Networking RDS003
 ASE Certification for Mobile Installers
 Electrical Certification
- Electrical Certification/Permitting
 Low Voltage Certification
 High Voltage Certification
 Equipment Certification
- Bucket Truck Certification
- Any applicable testing equipment certification
Other responsibilities the Motorola-certified installer may be involved in include the fixed and/or mobile installation of cellular routers, wired networks, poles, trenching, and conduit runs as well as the manufacturing and/or service of trailers. These activities will only be completed by Motorola if Motorola quotes these services; otherwise, the completion of these services are solely the responsibility of the Customer.

Customer Support and Services Team
The Customer Support and Services Team will provide on-going support to the Customer following Go-Live and final acceptance of the project.

Customer Project Roles and Responsibilities (if applicable) Motorola has defined key resources that are critical to this project and must participate in all the activities defined in this SOW. During the Project Planning phase, the Customer will be required to provide names and contact information for the roles listed below. It is critical that these resources are empowered to make decisions based on the Customer’s operational and administration needs. The Customer Project Team will be engaged from Project Initiation through Beneficial Use of the system. In the event the Customer is unable to provide the resources identified in this section, Motorola may be able to supplement these resources at an additional cost.

Page 7 ends

Project Manager
The PM will act as the primary point of contact for the duration of the project. In the event the project involves multiple locations, Motorola will work exclusively with the Customer’s primary PM. The PM’s responsibilities will include, but are not limited to:
 Communicate and coordinate with other project participants.  Manage the Customer Project Team including subcontractors and third-party vendors. This includes timely facilitation of tasks and activities.
 Maintain project communications with the Motorola PM.  Identify tasks required of Customer staff that are outlined in this SOW and the Project Schedule.  Consolidate all project inquiries from Customer staff to present to Motorola PM.  Approve a deployment date offered by Motorola.
 Review Project Schedule with the Motorola PM and finalize tasks, dates, and responsibilities.  Measure and evaluate progress against the Project Schedule.  Monitor project to ensure resources are available as required.  Attend status meetings.
 Provide timely responses to issues related to project progress.  Liaise and coordinate with other agencies, Customer vendors, contractors, and common carriers.  Review and administer change control procedures, hardware and software certification, and all related project tasks required to meet the deployment date.
 Ensure Customer vendors’ readiness ahead of the deployment date.  Assign one or more personnel to work with Motorola staff as needed for the duration of the project, including one or more representatives from the IT department.
 Identify a resource with authority to formally acknowledge and approve milestone recognition certificates, as well as, approve and release payments in a timely manner.  Provide Motorola personnel with access to all Customer facilities where system equipment is to be installed.

Temporary identification cards are to be issued to Motorola personnel, if required for access.  Ensure remote network connectivity and access for Motorola resources, if applicable to the solution.  Assume responsibility for all fees pertaining to licenses, permits, inspections and any delays associated with inspections due to required permits as applicable to this project.  Provide reasonable care to prevent equipment exposure from contaminants that may cause damage to the equipment or interruption of service.
 Ensure a safe working environment for Motorola personnel.  Identify and manage project risks.
 Provide signature(s) of Motorola-provided milestone recognition certificate(s) within ten (10) business days of receipt.

IT Support
IT Support manages the technical efforts and ongoing activities of the Customer’s system. IT Support will be responsible for managing Customer provisioning and providing Motorola with the required information for LAN, WAN, server and client infrastructure.

The IT Support Team responsibilities include but are not limited to:
 Participate in delivery and training activities to understand the software and functionality of the system.  Participate with Customer Subject Matter Experts (SMEs) during the provisioning process and associated training.

Page 8 ends

 Authorize global provisioning decisions and be the Point of Contact (POC) for reporting and verifying problems.
 Monitor firmware updates
 Implement changes to Customer infrastructure in support of the proposed system.

Agency Manager
The Agency Manager will act as the primary POC upon project completion.  Push internal requests for updates through appropriate channels  Monitor all firmware updates and all other security measures for physical hardware as required by the Customer internal policies
 Administer users
 Audit reports
 Manage Hotlist and Hotlist functionality
 Attend Agency Manager training
 Oversee or act as the training POC
 Ensure all Authorized Users are aware of usage restrictions and any applicable terms related to the use of the LPR System
 Controls appropriate use and data storage policies as well as procedures for the data maintained outside the LPR system. This includes when any information is disseminated, extracted or exported out of the LPR system
 Controls and is responsible for developing the policies, procedures, and enforcement for applying deletion/purging and dissemination rules to information within and outside of the LPR system.  Ensure data and system protection strategies are accomplished through the tools provided by Motorola for account and user management features along with audit and alert threshold features.

Subject Matter Experts (SMEs)
SMEs are a core group of users involved with the analysis, training and implementation process. The SMEs should be experienced users in their own respective field (evidence, dispatch, patrol, etc.) and should be empowered by the Customer to make decisions based on workflows and department policies related to the proposed system.

General Customer Responsibilities (If Applicable)
In addition to the Customer responsibilities listed above, the Customer is responsible for the following:
 Customer Site. If the Solution is to be installed at a Customer location (“Site”), the Solution will only be installed and/or evaluated at the Customer sites identified.  Customer will be responsible for providing all necessary permits, licenses, and other approvals necessary for the installation and use of the Products and the performance of the Services at each applicable Site, including for Motorola to perform its obligations hereunder, and for facilitating Motorola’s access to the Sites. This includes, but is not limited to providing a traffic safety plan to facilitate the safe deployment of all Equipment that is installed on, over, or near Sites with active roadways. No waivers of liability will be imposed on Motorola or its subcontractors by Customer or others at Customer facilities or other Sites, but if and to the extent any such waivers are imposed, the Parties agree such waivers are void. The Equipment used for the Services will only be located at such site.
 If the Solution is to be accessed remotely, Customer will only access Solution in the manner described by Solution documentation or as otherwise instructed by Motorola.

Page 9 ends

 Site Conditions and Issues. Customer will ensure that (a) all Sites are safe and secure, (b) Site conditions meet all applicable industry and legal standards (including standards promulgated by OSHA or other governmental or regulatory bodies), (c) to the extent applicable, Sites have adequate physical space, air conditioning, and other environmental conditions, electrical power outlets, distribution, equipment, connections, and telephone or other communication lines (including modem access and interfacing networking capabilities), and (d) Sites are suitable for the installation, use, and maintenance of the Products and Services. This Agreement is predicated upon normal soil conditions as defined by the version of E.I.A. standard RS-222 in effect on the Effective Date.
 All costs associated with permitting.
 Supply a proper power source to all Motorola Solutions provided equipment.  Provide ALL points of attachment for hardware that include fixed LPR Cameras and associated equipment and ensuring all equipment is attached in accordance with local policies and codes.  Supply any new infrastructure required to mount or attach the Motorola Solutions hardware to.  Trenching as required for the purpose of running electrical power  All poles and existing infrastructure that are not being purchased from Motorola as part of the LPR solution.  All Utility locates needed for impacted areas.
 Providing the communications point of attachment for each site.  When cellular service is used as the point of connection, customer is responsible for providing cellular service and SIM cards if they are not being purchased from Motorola as part of the LPR solution.  All Customer-provided equipment, including third-party hardware and software needed for the proposed system but not listed as a Motorola deliverable. Examples include end user workstations, network equipment, etc.
 Configure, test, and maintain third-party system(s) that will interface with the proposed system.  Establish an Application Programming Interface (API) for applicable third-party system(s) and provide documentation that describes the integration to the Motorola system.  All work is to be performed by Motorola-certified installers. The Customer is responsible for work performed by non-certified installers.
 Upgrades to Customer’s existing system(s) in order to support the proposed system.  Mitigate the impact of upgrading Customer third-party system(s) that will integrate with the proposed system.

Motorola strongly recommends working with the Motorola Project Team to understand the impact of such upgrades prior to taking action.
 Electronic versions of any documentation associated with business processes identified.  Ability to participate in remote project meetings using Google Meet or a mutually agreed upon Customerprovided remote conferencing tool.  Manage the Hotlist in accordance with the rules and regulations of the Customers State.

Motorola is not responsible for any delays that arise from Customer’s failure to perform the responsibilities outlined in this SOW or delays caused by Customer’s third-party vendor(s) or subcontractor(s).

NETWORK AND HARDWARE REQUIREMENTS
The following requirements must be met by the Customer prior to Motorola installing the proposed system:
 Provide network connectivity for the transfer and exchange of data for the proposed system.  Provide remote access for Motorola personnel to configure the system and conduct diagnostics.  Provide Internet access to fixed and mobile equipment.  Provide devices such as workstations, tablets, and smartphones with Internet access for system usage.

Chrome is the recommended browser for optimal performance. The workstations must support MS Windows 11 Enterprise.

Page 10 ends

 Provide and install antivirus software for workstation(s).  Provide Motorola with administrative rights to Active Directory for the purpose of installation, configuration, and support (if applicable).
 Ensure required traffic is routed through Customer’s firewall.

Motorola is not responsible for any costs or delays that arise from Customer’s failure to meet network and hardware requirements.

PROJECT PLANNING
A clear understanding of the needs and expectations of Motorola and the Customer is critical to fostering a collaborative environment of trust and mutual respect. Project Planning requires the gathering of specific information to set clear project expectations and guidelines, as well as lay the foundation for a successful implementation.

Project Planning Session (if applicable)
A Project Planning Session will be scheduled after the Contract has been executed. The Project Planning Session is an opportunity for the Motorola and Customer PM to meet prior to the Project Kickoff Meeting and review key elements of the project and expectations. Depending on the items purchased, the agenda will typically include:
 A high level review of the following project elements:
- Contract documents.
- A summary of contracted applications and hardware as purchased. - Customer’s involvement in project activities to confirm understanding of scope and required time commitments.
- A high level Project Schedule with milestones and dates.  Confirm CJIS background investigations and fingerprint requirements for Motorola employees and/or subcontractors.
 Confirm Customer location for Motorola to ship their equipment for installation.

Motorola Responsibilities
 Schedule the remote Project Planning Session.
 Request the assignment of Customer Project Team and any additional Customer resources that are instrumental to the project’s success.
 Provide the initial Project Schedule.
 Baseline the Project Schedule.
 Review Motorola’s delivery approach.
 Document mutually agreed upon Project Kickoff Meeting Agenda.  Request user information required to establish the Customer in associated training portals.

Customer Responsibilities
 Identify Customer Project Team and any additional Customer resources that are instrumental to the project’s success.
 Acknowledge the mutually agreed upon Project Kickoff Meeting Agenda.  Provide approval to proceed with the Project Kickoff Meeting.

Page 11 ends

Motorola Deliverables
 Project Kickoff Meeting Agenda.

Project Kickoff (if applicable)
Motorola will work with the Customer to understand the impact of introducing a new solution and the preparedness needed for a successful implementation.

Note – The Detail Design Review (DDR), if applicable, is completed during the pre-sales process and normally completed prior to Contract award. Delay in the DDR review may impact the project schedule. Motorola will not be responsible for additional costs or delays incurred for Customer requested changes to the DDR.

Motorola Responsibilities
 Review Contract documents including project delivery requirements as described in this SOW.  Discuss the deployment start date and deliver the Deployment Checklist.  Discuss Mobile LPR equipment installation activities and responsibilities.  Discuss Fixed LPR installation activities and responsibilities.  Discuss project team participants and their role(s) in the project with fulfilling the obligations of this SOW.  Review resource and scheduling requirements.
 Review the DDR, arranging for additional meeting for review as needed  Review the Credentials Form
 Discuss Motorola remote system access requirements (24-hour access to a secured two-way Internet connection through the Customer’s firewall for the purpose of deployment and maintenance).  Complete all necessary documentation (i.e. fingerprints, background checks, card keys, etc.) required for Motorola resources to gain access to Customer facilities.  Discuss the Training Plan.
 Review and agree on completion criteria and the process for transitioning to support.

Customer Responsibilities
 Provide feedback on project delivery requirements.
 Review the Deployment Checklist.
 Review the roles of project participants to identify decision-making authority.  Grant Motorola Support access in the License Plate Recognition Technology program  Validate non-disclosure agreements, approvals, and other related items are complete (if applicable).  Provide all documentation (i.e. fingerprints, background checks, card keys, etc.) required for Motorola resources to gain access to Customer facilities.

Motorola Deliverables
 Project Kickoff Meeting Minutes
 Deployment Checklist
QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 12 ends

PROJECT EXECUTION
Hardware Procurement and Installation (if applicable)
Motorola will procure contracted hardware as part of the ordering process. The Customer is responsible for providing an installation environment that meets manufacturer’s specifications for the hardware, which includes but is not limited to:
 Power
 Heating and Cooling
 Network Connectivity
 Access and Security
 Conduit and Cabling
Motorola Responsibilities
 Procure contracted equipment and ship to the Customer's designated location.  Verify remote connection to hardware.
 The installer will be responsible for installing all Motorola provided hardware.  Installer will utilize a certified electrician when wiring power to equipment.  Verify whether the hardware is properly installed, connected to the network, and positioned to capture license plate data. (if applicable).
 Create a Trip Report outlining the activities completed during configuration and testing of system hardware.

Customer Responsibilities (if applicable)
 Provide Motorola with the correct IP address(es) for configuration  Ensure the Customer’s network is operational.
 Inventory LPR equipment after arrival at Customer location.  Procure Customer-provided equipment and make it available at the installation location.  Install backend server in Customer's designated area (if applicable).  Confirm the server room complies with environmental requirements (i.e. power, uninterruptible power, surge protection, heating/cooling, etc.)(if applicable).
 Verify the server is connected to the Customer’s network and installed for use.(if applicable)  Conduct a power-on test to validate the installed hardware and software are ready for configuration.  Provide, install, and maintain antivirus software for server(s) and/or workstation(s).  Enable outgoing network connection (external firewall) to License Plate Recognition Technology  Install Customer-supplied Access Points (if applicable).  Verify all equipment directly connected to power is properly installed and connected to the network (if applicable).
 For remote deployments, the Customer is responsible for verifying all equipment is connected to their network  Confirm access to installed software on Customer-provided workstation(s).

Motorola Deliverables
 Contracted Equipment
QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 13 ends

Mobile LPR Camera System (If Applicable)
The Motorola-certified installer will complete the installation of the Mobile LPR system(s) within the Customerprovided vehicle(s) or selected location. The installer may also be responsible for installing cellular routers or WiFi radios inside the vehicle(s) for wireless upload of video and images.

The Customer vehicles must be available for the ST to complete the configuration and testing of the contractual number of Mobile LPR cameras. If the Customer does not have all vehicles available during the agreed upon date and time, the Customer may opt to sign-off on the number of Mobile configurations completed. If the Customer requires the ST to complete the full contractual number of Mobile LPR Cameras at a later date and time, additional cost may be incurred.

Note – The Pricing Page will reflect the Mobile LPR installation services by Motorola if Motorola is responsible for the installations.

Motorola Responsibilities
 Setup server for Mobile LPR digital video recorder (DVR) configuration.  Create configuration USB used to complete Mobile LPR hardware configuration and validation.  Travel to the Customer site to conduct configuration and testing of Mobile LPRs.  Complete Mobile LPR configuration on a single vehicle, and validate the configuration with the Customer.  Point and aim the Mobile LPR camera for image capturing.  Install Licensed Software on Customer-provided mobile data terminal (MDT)  Configure MDT Netowrk Card
 Enable AI in Video Manager
 Configure NetMotion (if applicable)
 Receive Customer approval to proceed with remaining Mobile LPR configurations.  Complete remaining contracted vehicle configurations.  Test a subset of completed Mobile LPR hardware configurations.  For Motorola-certified installer, complete the installation of cellular router and confirm placement of antenna mounting with Customer (if applicable).
 The Motorola-certified installer will install Customer-provided SIM card into cellular router and connect cellular router to the Mobile LPR (if applicable).

Customer Responsibilities
 Provide Motorola with remote connection and access credentials to complete Mobile LPR hardware configuration.
 Notify Motorola of the vehicle installation location.  Coordinate and schedule date and time for Mobile LPR hardware configuration(s).  Make Mobile LPR hardware available to Motorola for configuration and testing in accordance with the Project Schedule.
 Provide cellular SIM Card for Internet connectivity to the installer at time of installation.

Motorola Deliverables
 Complete Configuration and camera aiming as it applies to the proposed solution.

Page 14 ends

Fixed LPR Camera System Configuration (If Applicable)
The Motorola-certified installer will complete the installation of the Fixed LPR system(s) within the Customers designated locations. The installer may also be responsible for installing cellular routers or Wi-Fi radios for wireless upload of video and images. In the instance where Customer has purchased a self-deploy or quickdeploy camera without deployment or installation, the below Motorola responsibilities will be absorbed by the Customer.

Motorola Responsibilities
 Review preliminary plans for installation
 Verify with customer that proper permits and authorizations have been obtained  Identify installation locations (pole or infrastructure asset) on which to install the Fixed LPR camera  Motorola-certified installer will install the Fixed LPR camera  Point and aim the Fixed LPR camera for image capturing  Install License Plate Recognition Technology Software Customer Responsibilities
 Approve installation locations
 Obtain necessary permits and authorizations
 Provide power to installation locations
 Provide any required trenching
 Coordinate with local utility companies in the case of any interrupted service requests or instances NOTE - The Customer is responsible for having all vehicles and devices available for installation per the Project Schedule. All cellular data fees and Internet connectivity charges are the responsibility of the Customer. When cellular service is used as the point of connection, customer is responsible for providing cellular service, and SIM cards if they are not being purchased from Motorola as part of the LPR solution. If a Motorola-certified installer is not used for installation, Motorola is not responsible for any errors in hardware installation, performance or delays in the Project Schedule. In the event the Customer takes on the responsibility of installing LPR cameras through a Motorola-certified installer, Motorola is also not responsible for any errors in hardware installation, performance or delays in the Project Schedule. For in-car LPR installations, an MDT is required for all vehicles (if applicable).

Automatic License Plate Recognition (ALPR) Commissioning (If Applicable) This section highlights the responsibilities of Motorola and the Customer when a Motorola In-Car Video (ICV) system interfaces with the LPR database.

Motorola Responsibilities
 Create a Customer account in the LPR data system with authorized user emails.  Verify License Plate Recognition Technology software has been installed and launched per the Quickstart Guide.
 Provide Mobile LPR - Officer Safety Basic and Advanced Pre-Installation Checklist.  Provide Agency Manager with Training Materials and Licensed Software MDT installation guide.  Advise Agency Manager of different options available to add new users.  Confirm Agency Manager is aware of registration required for Hotlists.  Confirm Agency Manager understands how to set up data-sharing.

Page 15 ends

Customer Responsibilities
 Identify the Agency Manager.
 Register to receive access to Hotlists.

SOFTWARE INSTALLATION AND CONFIGURATION (IF APPLICABLE) Motorola will install LPR software on a specified number of workstations. The Customer will be responsible for installing the software on the remaining workstations.

Licensed Software for the Mobile LPR Solution
Licensed Software is used in conjunction with Mobile LPR cameras. Installation consists of the following activities:
 Network discovery.
 Operating system and software installation.
 Onboarding user / system identity set up.
 Provide user access to the application.

License Plate Recognition Technology
License Plate Recognition Technology software is a cloud solution that does not require an onsite server and supports the full LPR Solution.

Motorola Responsibilities
 Based on Customer feedback, perform the following activities:
- Create users, groups, and permissions.
 Test to ensure software is accessible to the Customer Customer Responsibilities
 Verify traffic can be routed through Customer’s firewall and reaches end user workstations.

CloudConnect Installation and Configuration (applicable for CommandCentral Aware purchase) Motorola Responsibilities
 Verify remote access capability.
 Remotely configure CloudConnect Virtual Machine within the Cloud Anchor Server.  Configure network connectivity and test connection to the CloudConnect Virtual Machine.  Create an IPSEC tunnel.
 Provide Customer with the information for setting up the IPSEC tunnel.

Customer Responsibilities
 Provide Motorola with two static IP addresses, corresponding subnet masks/default gateway, and available NTP and DNS IP for the CloudConnect Virtual Machine and the Cloud Anchor Server.  Confirm with Motorola the network performance requirements are met.  Configure firewall to allow traffic from IPSEC tunnel.

Completion Criteria
 CloudConnect Virtual Machine configuration is complete and accessible throughout the network.

Page 16 ends

CommandCentral Evidence (if applicable)
Motorola will work with the Customer to determine best industry practices, current operations environment, and subsystem integration to ensure optimal configuration of your CommandCentral Evidence solution.

Motorola Responsibilities
 Use the CommandCentral Admin Portal to provision users, groups, and rules based on Customer Active Directory data.
 Guide the Customer in the configuration of CommandCentral Evidence.

Customer Responsibilities
 Supply access and credentials to Customer’s Active Directory for the purpose of Motorola conducting CommandCentral Evidence provisioning.
 Respond to Motorola’s inquiries regarding users, groups and agency mapping to CommandCentral Evidence.  Provision policies, procedures, and user permissions.  Configure evidence as directed by Motorola.

Third-Party Interfaces (if applicable)
The integration between Motorola’s LPR system and the Customer’s third-party system may consist of an iterative series of activities depending on the complexity of accessing the third-party system. Interfaces will be installed and configured in accordance with the Project Schedule. The Customer is responsible for engaging third-party vendors as required to facilitate connectivity and testing of the interface(s).

Motorola Responsibilities
Develop and configure interface(s) to support the functionality described in the Solution Description.

Establish and validate connectivity between Motorola and third-party systems.

Perform functional demonstration to confirm the interface(s) can transmit and receive data to the Customer’s digital evidence management system.

Customer Responsibilities
 Act as liaison between Motorola and third-party vendor(s) as required to establish connectivity to the LPR system.
 Provide personnel authorized to make changes to the network and third-party systems to support Motorola’s integration efforts.
 Provide network connectivity between the LPR and the third-party system(s).  Provide information on API, SDKs, data scheme, and any documentation necessary to establish interfaces with all local and remote systems. This information should be provided to the Motorola PM within ten (10) business days of the Interface Engagement Meeting.

NOTE - At the time of initial design, unknown circumstances, requirements or anomalies may present difficulties with interfacing Motorola products to a third-party application. These difficulties could result in a poorly performing or a non-functional interface. By providing Motorola with this information early in the deployment process, will put us in the best position to mitigate these potential issues. If the resolution requires additional third-party integration, application upgrades, APIs, and/or additional software licenses, the Customer is responsible for addressing these issues at their cost. Motorola is not responsible for any delays or costs associated with third-party applications or QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 17 ends

Customer-provided third-party hardware or software. All APIs provided by Motorola or integrations with third-party software are provided AS IS. Motorola is not liable for any claims or damages associated with third party applications, or Customer-provided third party hardware or software.

SYSTEM TRAINING
The objective of this section is to prepare for and deliver training. Motorola training consists of computer-based (online) and instructor-led (on-site or remote). Our training delivery methods will vary depending on course content. Training will be delivered in accordance with the Training Plan. As part of our training delivery, Motorola will provide user guides and training materials in an electronic format.

Online Training (if applicable)
Online training is made available to the Customer through LXP and/or Motorola vetted third party platforms.

Motorola Responsibilities
 Designate a LXP Administrator to work with the Customer (if applicable).  Establish an accessible instance of LXP for the Customer (if applicable).  Configure a Customer-specific portal view.
 Organize content to align with Customer’s selected technologies.  Create initial Customer user accounts and a single Primary Administrator account..  Provide technical support for user account and access issues, LXP functionality, and Motorola managed content (if applicable).
 Provide instruction to Customer on building groups.
 Coordinate third party platform usage and additional course offerings Customer Responsibilities
 Provide user information for the initial creation of accounts.  Complete LXP Administrator training (if applicable).
 Ensure network and Internet connectivity for Customer access to training platforms.

Instructor-Led Training (On-Site and/or Remote, if applicable) Instructor-led courses are based on products purchased and the Customer’s Training Plan.

Motorola Responsibilities
 Deliver User Guides and training materials in an electronic format.  Perform training in accordance with the provided Training Plan.  Provide the Customer with training attendance rosters and summarize any pertinent information that may impact end user training.

Customer Responsibilities
 Supply classroom(s) with the required computer and audio-visual equipment for training.  Designate training representatives who will work with the Motorola trainer(s) to deliver the training content.  Facilitate training of all Customer end users in accordance with the Customer’s Training Plan.

Page 18 ends

Motorola Deliverables
 Electronic versions of User Guides and training materials.  Attendance rosters.

PROJECT GO-LIVE, CLOSURE, AND HANDOVER TO SUPPORT
Motorola will utilize the Deployment Checklist throughout the deployment process to verify features and functionality are in line with installation and configuration requirements. The Customer will witness the ST demonstrating the Deployment Checklist and provide feedback as features and functionality are demonstrated.

The Customer is considered Live on the system after the equipment has been installed, configured, and made available for use, and training has been delivered or made available to the Customer.

Upon the conclusion of Go-Live, the project is prepared for closure. Project closure is defined as the completion of tasks and the Customer’s receipt of contracted components. The Deployment Checklist serves as the artifact that memorializes a project closure. A System Acceptance Certificate will be provided to the Customer for signature to formally close out the project. The Customer has ten (10) business days to provide Motorola with a signed System Acceptance Certificate. If the Customer does not sign off on this document or provide Motorola written notification rejecting project closure, the project will be deemed closed. Upon project closure, the Customer will engage with Technical Support for on-going needs in accordance with the Customer’s specific terms and conditions of support.

Motorola Responsibilities
 Provide the Customer with Motorola Technical Support engagement process and contact information.  Provide Technical Support with the contact information of Customer users who are authorized to engage Technical Support.
 Ensure Deployment Checklist is complete.
 Obtain Customer signature on the System Acceptance Certificate.  Provide Customer survey upon closure of the project.

Customer Responsibilities
 Within ten (10) business days of receiving the System Acceptance Certificate, provide signatory approval signifying project closure.
 Provide Motorola with the contact information of users who are authorized to engage Motorola’s Technical Support.
 Engage Technical Support as needed.

Motorola Completion Criteria
 Provide Customer with survey upon closure of the project.

Page 19 ends

ASSUMPTIONS
This SOW is based on the following list of assumptions (if applicable):
 Customer is aware of and abiding by their States’ laws, mandates and requirements in relation to the Hotlist  Pole installations will be done on grassy/dirt/gravel areas or sites where excavation can easily be done with fstandard auger equipment.
 Site conditions meet all applicable industry and legal standards (including standards promulgated by OSHA or other governmental or regulatory bodies)
 Information provided and approved in the Presales DDR process was accurate QUOTE-3047715
Brea Plaza
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.

Page 20 ends

LPR REMOTE MONITORING SERVICE

STATEMENT OF WORK

OVERVIEW
The Remote Monitoring service provides Motorola Solutions’ Network Operations Center (“NOC”) with operational status of Customer’s LPR cameras, enabling the NOC to provide proactive technical support response to defined alerts from the Customer’s camera system. When an actionable event takes place, it becomes an incident.

Centralized Managed Support Operations (“CMSO”) technologists acknowledge and assess these incidents, and initiate a defined response.

This Statement of Work (“SOW”), including all of its subsections and attachments, is an integral part of the applicable agreement and applicable addenda (“Agreement”) between Motorola Solutions, Inc. (“Motorola Solutions”) and the customer (“Customer”). All services provided under this SOW shall be governed by the terms of the Agreement.

DESCRIPTION OF SERVICE
This service is made up of two main components:

1. Upon initial purchase of this Service, Motorola Customer Representatives will onboard the Customer to receive service.

2. The alerts will be monitored and responded to by the NOC.

Alerts will be generated based on the health status of the camera. These alerts may be tied to events like a camera losing power or not recording detections after a defined period of time.

SCOPE
Remote Monitoring service will provide a response to detected health status alerts. The NOC will begin the standard troubleshooting process on the system directly and initiate the appropriate next steps.

MOTOROLA SOLUTIONS RESPONSIBILITIES
 Verify connectivity and event monitoring prior to system acceptance or start date of the Service.  Once alerted, create an incident, as necessary. Gather information to perform the following:
- Describe the event
- Assign and track the incident to resolution (if applicable)  Electronically transmit the Incident ticket to the Customer.  Maintain communication as needed with the Customer in the field until incident resolution.  Upon request, provide updates on incident resolution to the Customer.  If the Customer would like to have an on-site technician dispatched, LPR Standard On-site Replacement is an optional solution available for purchase with associated fees.

Page 21 ends

LIMITATIONS AND EXCLUSIONS
The following activities are outside the scope of the LPR Remote Monitoring service:
 Motorola Solutions will not monitor alerts from any elements outside of the Customer’s identified LPR solution, or monitor infrastructure provided by a third party, unless specifically agreed upon in writing. Monitored elements must be within the Motorola LPR Solution and capable of sending alerts to the monitoring platform.  Customer shall inform Motorola Solutions of any changes made to the Motorola Solutions System. Motorola Solutions is not responsible or liable for Services necessary due to such changes. Additional support charges above contracted service agreement fees may apply if Motorola Solutions determines that system faults were caused by the Customer or a third party making changes to the System without written approval from Motorola Solutions.
 Monitoring of network transport, such as WAN ports, WAN Cloud and redundant paths, unless provided by supplemental service outside this standard scope.
 On-site visits required to resolve technical issues that cannot be resolved by working remotely with the Customer’s technical resource.
 System installations, hardware upgrades and expansions.  Customer training.
 Hardware repair and/or replacement.
 Network security services.
 Information Assurance.
 Customer-provided or third-party equipment, services or software not provided by Motorola.

CUSTOMER RESPONSIBILITIES
 Provide internet connectivity for the camera(s) included in this service, unless otherwise provided as agreed upon by Motorola Solutions.
 Purchase camera licenses for any cameras covered by this service.  Provide access to the camera as needed for troubleshooting efforts.  Provide continuous utility service to any Motorola Solutions supported equipment installed or used at the Customer’s premises to support delivery of the service. The Customer agrees to take reasonable due care to secure the Motorola Solutions supported equipment from theft or damage while on the Customer’s premises.  Prior to contract start date, provide Motorola Solutions with pre-defined information necessary to complete a Customer Support Plan (CSP), including:
- Incident notification preferences and procedure
- Repair verification preference and procedure
- Database and escalation procedure forms
 Submit timely changes in any information previously supplied to Motorola Solutions and included in the CSP.  Notify the CMSO when the Customer performs any activity that impacts the system. Activity that impacts the system may include, but is not limited to: installing software or hardware upgrades, performing upgrades to the network, renaming elements or devices within the network, moving (including installing/reinstalling/deinstalling) cameras, and taking down part of the system to perform maintenance. All such changes must be communicated through the opening of a Change (“CRQ) ticket with the NOC.  Allow Motorola Solutions field service technician, if designated in the CSP, access to remove Motorola Solutions-owned monitoring equipment upon cancellation of service.

Page 22 ends

 Provide Motorola Solutions with all Customer-managed passwords required to access the Customer’s system upon request, when opening a request for service support, or when needed to enable response to a technical issue.
 Pay additional support charges above the contracted service agreements that may apply if it is determined that system faults were caused by the Customer or a third party making changes to the System without written approval from Motorola Solutions, or if Customer-provided network connectivity is not capable of supporting consistent heartbeat event transmission. Additional fees may be necessary to resolve an issue, based on the exclusions above.
 Cooperate with Motorola Solutions and perform reasonable or necessary acts to enable Motorola Solutions to provide these services.

RESPONSE TIMES
In the event of an incident, a ticket is opened. Motorola Solutions will provide an initial response during normal business hours: 8:00 a.m. to 5:00 p.m, Monday through Friday; excluding statutory (Federal and State) holidays, and excluding Customer-specific holidays when a Customer representative would not be available to collaborate with the CMSO Service Desk. Motorola’s response time will be based on Customer’s local time zone.

If On-site Standard Replacement has been purchased and meets requirements, the Customer will then notify the Service Desk upon receipt of the replacement unit. Motorola will aim to have a Field Service Technician arrive onsite within 8 hours of confirmation that Customer has received the replacement unit.

Page 23 ends

LPR STANDARD ON-SITE REPLACEMENT STATEMENT OF WORK

OVERVIEW
Motorola Solutions’ LPR Standard On-site Replacement service provides incident management for on-site technical service requests associated with hardware replacement provided under warranty or extended warranty.

The service is delivered by Motorola’s Centralized Managed Support Operations (“CMSO”) in cooperation with a local service provider.

This Statement of Work (“SOW”), including all of its subsections and attachments, is an integral part of the applicable master agreement and any applicable addenda (“Agreement”) between Motorola Solutions, Inc. (“Motorola”) and the customer (“Customer”). All services provided under this SOW shall be governed by the terms of the Agreement.

LPR On-site Replacement Service may also be referred to herein as On-site Support.

DESCRIPTION OF SERVICE
The Motorola CMSO team will receive a request for support that may ultimately require replacement of the hardware under warranty. This replacement will then result in a request for on-site service.

The dispatched field service technician will travel to the Customer’s location to restore the system in accordance with Section 1.8: Response Times.

Motorola will manage incidents as described in this SOW. The CMSO Service Desk will maintain contact with the field service technician until incident closure.

GEOGRAPHIC AVAILABILITY
LPR Standard On-site Replacement is available in the United States where certified Motorola servicers are present. Response times are based on the Customer’s local time zone, availability of personnel and equipment, and site location.

INCLUSIONS
LPR Standard On-site Replacement Service is provided for Motorola-manufactured equipment, specifically the L6Q camera and associated solar panel, whose installed height is reachable using a maximum 14-foot A-frame ladder. In addition, the equipment must be covered by a warranty plan with advanced replacement as a prerequisite for the LPR Standard On-site Replacement Service.

LIMITATIONS AND EXCLUSIONS
The following items are excluded from this service:
 All Motorola-manufactured equipment beyond the post-cancellation support period.  Any technical service requests related to equipment or hardware no longer under warranty, third-party equipment or software, including Broadband Services and related hardware.  Physically damaged equipment.
 Accessories and consumable items including, but not limited to, batteries, connectors, cables, toner or ink cartridges, tower lighting, laptop computers, monitors, keyboards and mouse.

Page 24 ends

 Retrieval of video from malfunctioning LPR Cameras.
 Construction related services and poles.
 Procurement or use of a Bucket Truck or any specialized equipment for accessing or servicing equipment above 14-foot height.
 Permitting (unless otherwise agreed upon by parties in writing), local licensing and coordination and costs associated with Public Safety.
 State or City-specific specialty contractor licenses.  Procuring or coordinating traffic control where the service is to be performed.  Any electrical or utility work that may be found to be required to restore operation of the equipment.  RF infrastructure and backhaul components, including but not limited to, antennas, transmission lines, antenna dehydrators, microwave, line boosters, amplifiers (such as tower top amplifiers and bi-directional amplifiers), logging recorders, data talker wireless transmitters, short haul modems, combiners, multicouplers, duplexers, shelters, shelter HVAC, generators, UPS’s and test equipment.  Racks, furniture and cabinets.
 Tower and tower-mounted equipment
 Non-standard configurations, customer-modified equipment, and certain third-party equipment, software or solutions.
 Any services and replacements during unsafe conditions, including but not limited to Acts of God, Natural Disasters and unsafe weather and site conditions.

MOTOROLA SOLUTIONS RESPONSIBILITIES
 Receive service requests.
 Dispatch a field service technician, as necessary and in accordance with Motorola standard procedures, and provide necessary incident information.
 Provide the required personnel access to relevant Customer information, as needed.  Motorola Solutions field service technician will perform the following on-site:
- If applicable, evaluate the customer’s environment and equipment to determine the source of the issue.

This may result in restoration of camera functionality without replacement. - If necessary, replace defective LPR Equipment, per the warranty or extended warranty coverage associated with the defective equipment.
- Technician will be equipped with the tools and documentation needed to perform the work and will supply ancillary materials required to perform the service
- Update the component with the latest Firmware and/or Software updates and confirm updates.  Close the incident upon receiving notification from the Customer or Motorola field service technician, indicating the incident is resolved.
 Provide incident activity reports to the Customer, if requested.

CUSTOMER RESPONSIBILITIES
 Prior to start date, provide Motorola with the following pre-defined Customer information and preferences necessary:
- Incident notification preferences and procedure
- Repair verification preference and procedure
- Database and escalation procedure forms
 As part of service onboarding, establish a Maintenance User Account (username/login) that is to be provided to the responding on-site technician, to be utilized by the technician in effecting camera configuration as needed.

Page 25 ends

 Submit timely changes to any information, previously supplied to Motorola, which is needed for Motorola to perform the service.
 Provide the following information when initiating a service request:
- Serial number of Camera
- Assigned System ID number
- Problem description and site location
- Other pertinent information requested by Motorola to open an incident  Provide field service technician with prompt and safe access to equipment - Customer will ensure that (a) all Sites are safe and secure, (b) Site conditions meet all applicable industry and legal standards (including standards promulgated by OSHA or other governmental or regulatory bodies), (c) to the extent applicable, Sites have adequate physical space, air conditioning, and other environmental conditions, electrical power outlets, distribution, equipment, connections, and telephone or other communication lines (including modem access and interfacing networking capabilities), and (d) Sites are suitable for the installation, use and maintenance of the Products and Services. Customer is responsible for providing a security detail to facilitate a safe working environment, at Motorola’s request, while a Motorola employee or servicer/subcontractor is conducting on-site demonstrations, installations or site walks. If Motorola or Customer identifies any deficiencies or non-conformities in the Site, Customer will promptly remediate such issues or the Parties will select a replacement Site.  Maintain and store software needed to restore the system in an easily accessible location.  Maintain and store proper system backups in an easily accessible location.  Cooperate with Motorola and perform reasonable or necessary acts to enable Motorola to provide these services.
 Provide a primary onsite contact to be available, as needed, to the Motorola technician.  In the event that Motorola agrees in writing to provide supplemental LPR On-site Replacement Services to Customer-provided third-party elements, the Customer agrees to obtain and provide applicable third-party consents or licenses to enable Motorola to provide the service. All services provided by Motorola in this case are provided AS IS with no warranties or representations. Additionally, Motorola disclaims all liability for any claims related to supplemental services and third-party elements.  Customer responsible to complete the advanced replacement cycle and return camera.  Customer responsible for ensuring the solar panels and camera lenses are inspected and cleaned annually.

RESPONSE TIMES
In the event of an incident, a ticket is opened. Motorola will provide an initial response during normal business hours: 8:00 a.m. to 5:00 p.m, Monday through Friday; excluding statutory (Federal and State) holidays, and excluding Customer-specific holidays when a Customer representative would not be available to collaborate with the CMSO Service Desk and onsite technician. Motorola’s response time will be based on Customer’s local time zone, availability of personnel and equipment and site location.

Upon ticket opening, the CMSO Service Desk and Technical Support will determine if a replacement camera and/or solar panel will be required to resolve the incident. Motorola will then notify Customer to request an advance replacement unit through their warranty coverage. Customer will then notify the Service Desk upon receipt of the replacement unit. Motorola will aim to have a Field Service Technician arrive on-site within 8 hours of confirmation that Customer has received the replacement unit.

Page 26 ends

CITYof BREA
Communication
June 17, 2025
Item No. 4J.

Road Repair and Accountability Act - Local Streets and Roads Funding Program, Fiscal Year 2025-2026 Proposed Project List

TO PREPARED BY
Honorable Mayor and City Council Members Ryan Chapman, City Engineer

DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Michael Ho, Public Works Director Kristin Griffith, City Manager

RECOMMENDATION
Adopt a Resolution approving projects funded by the Road Repair and Accountability Act.

BACKGROUND/DISCUSSION
On April 28, 2017, the Governor signed Senate Bill 1, which is known as the Road Repair and Accountability Act of 2017 (RRAA). The RRAA increased fuel taxes and vehicle registration fees to address basic road maintenance, rehabilitation, and critical safety needs on both the state highway and local road system.

In 2017, the State Controller (Controller) began depositing this new funding into a newly created Road Maintenance and Rehabilitation Account (RMRA) (Fund 221). A percentage of this new RMRA funding has been apportioned by formula to eligible cities and counties pursuant to Streets and Highways Code (SHC) Section 2032(h). The City of Brea has been receiving annual funding pursuant to a prescribed formula in the approximate amount of $1,000,000 per year.

Additionally, RRAA emphasizes the importance of accountability and transparency in the delivery of California's transportation programs. Therefore, in order to be eligible for RMRA funding, the statute requires cities and counties to provide basic annual RMRA project reporting to the California Transportation Commission (Commission) and must adopt a "Project List" by resolution and submit it to the Commission by July 1 of each year.

Therefore, for FY 2025-26, staff proposes to use RMRA funds for CIP Project 7329 – Birch Street Improvements South Associated to Valencia Avenue. CIP 7329 consists of the removal and reconstruction of curb, gutter, and ADA ramps, as well as grind and overlay paving improvements on Birch Street, from Associated Road to Valencia Avenue. Staff has prepared a Resolution to adopt the Project List which complies with the RRAA Guidelines.

COMMISSION/COMMITTEE RECOMMENDATION
The Finance Committee reviewed this item at their June 10, 2025 meeting and recommended for City Council Approval.

FISCAL IMPACT/SUMMARY
The RRAA Guidelines require that cities/counties adopt a project list by resolution to demonstrate how they intend to use the FY 2025-26 RMRA funds, and submit said resolution to the Commission by July 1, 2025. Staff has identified Project 7329 within the FY 2025-26 CIP, and this project is eligible for these funds. Therefore, staff recommends that the City Council consider adopting a Resolution that approves the RMRA Project List for submittal to the Commission by July 1, 2025. RMRA funds were programmed as part of the FY 2023-25 CIP Budget for Project 7329 in the approximate amount of $3,500,000. The RMRA Fund balance is projected to be about $1,280,000 at the beginning of FY 2025-26. The RMRA resolution has been approved as to form and completeness by the California Transportation Commission (CTC).

Attachments
Attachment A - Resolution.pdf
RESOLUTION NO.

RESOLUTION ADOPTING A LIST OF PROJECTS FOR FISCAL
YEAR 2025-26 FUNDED BY SB 1: THE ROAD REPAIR AND
ACCOUNTABILITY ACT OF 2017
A. RECITALS:
(i) WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and
(ii) WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and
(iii) WHEREAS, the City of Brea must adopt by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB 1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and (iv) WHEREAS, the City of Brea, will receive an estimated $1,292,555 in RMRA funding in Fiscal Year 2025-26 from SB 1; and
(v) WHEREAS, this is the ninth year in which the City of Brea is receiving SB 1 funding and will enable the City to continue essential road maintenance and rehabilitation projects, safety improvements, repairing and replacing aging bridges, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB 1; and
(vii) WHEREAS, the City of Brea has undergone a robust public process to ensure public input into our community’s transportation priorities/the project list; and
(viii) WHEREAS, the City of Brea used a Pavement Management System to develop the SB 1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the communities priorities for transportation investment; and
(ix) WHEREAS, the funding from SB 1 will help the City of Brea maintain and rehabilitate approximately one and half miles of street throughout the City this year and approximately one and a half miles of similar projects into the future; and (x) WHEREAS, the 2023 California Statewide Local Streets and Roads Needs Assessment found that the City of Brea’s streets and roads are in a “good” condition and this revenue will help us increase the overall quality of our road system and over the next decade will bring our streets and roads into a “good” condition; and
(xi) WHEREAS, the SB 1 project list and overall investment in our local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices, will have significant positive co-benefits statewide.

B. RESOLUTION:

NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED AND
FOUND by the City Council of the City of Brea, State of California, as follows:
a) The foregoing recitals are true and correct.
b) The following list of newly proposed projects will be funded in-part or solely with Fiscal Year 2025-26 Road Maintenance and Rehabilitation Account revenues:
c) The following previously proposed and adopted projects may also utilize Fiscal Year 2025-26 Road Maintenance and Rehabilitation Account revenues in their delivery. With the relisting of these projects in the adopted fiscal year resolution, the City is reaffirming to the public and the State our intent to fund these projects with Road Maintenance and Rehabilitation Account revenues:

Project Title: CIP 7329 – Birch Street Improvements S. Associated Road to Valencia
Project Description: This project will improve the pavement on Birch Street between S. Associated Road and Valencia Avenue, pursuant to the City’s Pavement Management Plan. The improvements will include paving upgrades, the removal and reconstruction of curb, gutter, and ADA ramps within the project limits.

Project Location: Birch Street between S. Associated Road and Valencia Avenue Estimated Project Schedule: Start (07/24)– Completion (06/26) Estimated Project Useful Life: 20+ years
PASSED AND ADOPTED by the City Council of the City of Brea, State of California this 17
th day of June, 2025, by the following vote:
________________________________
Mayor

ATTEST: ________________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea held on the 17th day of June 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

Dated:

Lillian Harris-Neal
City Clerk
CITYof BREA
Communication
June 17, 2025
Item No. 4K.

Renewed Measure M (M2) Eligibility Submittal Package for Fiscal Year 2025-2026

TO PREPARED BY
Honorable Mayor and City Council Members Ryan Chapman, City Engineer

DEPARTMENT HEAD APPROVAL CITY MANAGER APPROVAL
Michael Ho, Public Works Director Kristin Griffith, City Manager

RECOMMENDATION
Staff recommends that the City Council take the following actions:

1. Approve and authorize staff to submit to Orange County Transportation Authority (OCTA) the Measure M2 Seven-Year Capital Improvement Program for Fiscal Years 2025-2026 through 2031-2032 to comply with Measure M2 eligibility criteria; and

2. Adopt Resolutions concerning the status and update of the Circulation Element, Mitigation Fee Program, and Pavement Management Plan for the Measure M (M2) Program.

BACKGROUND/DISCUSSION
To maintain eligibility to receive Measure M2 sales tax revenue, the City must submit annual documentation on its transportation-related programs to OCTA. Every seven years, OCTA requires an expanded submittal of the City’s programs and projects affecting circulation and transportation to verify that these elements align with Measure M2 and countywide plans.

This year’s submittal requires the following documentation:

Eligibility Checklist
7-year Capital Improvement Program (CIP) Budget presented in the OCTA format Circulation Element / Master Plan of Arterial Highways (MPAH) Consistency* Congestion Management Program (CMP)
Maintenance of Effort (MOE) Documentation
Mitigation Fee Program (MFP)*
Pavement Management Plan (PMP)*
Transit / Non-Motorized Transportation Letter
*Requires Council Resolution
M2 SEVEN-YEAR CAPITAL IMPROVEMENT PROGRAM (CIP)
The City’s Measure M2 Seven-Year CIP for Fiscal Years 2025-2026 through 2031-2032 is a transportation planning and fiscal forecasting document used to guide future programming for transportation capital improvement projects.

The M2 Seven-Year CIP is consistent with the proposed Citywide Capital Improvement Program Budget for Fiscal Year 2025-2026. The submittal of the M2 Seven-Year CIP does not commit the City to fund the identified improvements.

However, projects must be included in the M2 Seven-Year CIP to be eligible to receive Measure M2 funding. This document is updated annually for changes based on City Council priorities. The City’s Seven-Year CIP includes 72 projects with a total preliminary projected budget requirement of approximately $112 million over the seven years.

The M2 CIP document emphasizes projects that improve circulation, mitigate traffic congestion, and maintain the City’s investment in existing transportation infrastructure. As part of the Measure M (M2) Eligibility Submittal Package, OCTA requires the submittal of an update to the PMP every two years for arterial roads, and every six years for local roads. This document is included in Attachment F and is provided in the formatting required by OCTA. In addition to this document, the consultant that prepared the PMP will be providing City staff with a separate document that outlines a proposed maintenance schedule for recommended improvements to each street segment. This document will serve as a tool for City staff to further plan and prioritize future paving maintenance projects and CIP projects.

COMMISSION/COMMITTEE RECOMMENDATION
The Finance Committee reviewed this item at their June 10, 2025 meeting and recommended for City Council Approval.

FISCAL IMPACT/SUMMARY
Annual submittal of Measure M2 eligibility documentation to OCTA is required to receive Measure M2 sales tax revenue funds. The eligibility process this year requires the submittal of the eight items listed above including the adoption of resolutions attesting to the consistency of the City’s General Plan Circulation Element with the County Master Plan of Arterial Highways (MPAH), confirming the City’s existing transportation Mitigation Fee Programs, and submitting to OCTA the City's approved Pavement Management Program (PMP). Approval of the recommended action will satisfy these requirements.

Fulfilling the eligibility requirements for FY 2025-2026 will confirm the City’s ability to continue receiving M2 funds.

In addition, the City's annual M2 local jurisdiction apportionment, more commonly referred to as "Fairshare," is anticipated to be approximately $1,410,976 for Fiscal Year 2025-2026. This action has no negative impact to the General Fund.

Attachments
Attachment A - Eligibility Checklist.pdf
Attachment B - 7-Year CIP OCTA Project Listing Report.pdf Attachment C - MPAH and MFP Resolution.pdf
Attachment D - CMP Checklist.pdf
Attachment E - MOE Certification Form.pdf
Attachment F - PMP.pdf
Attachment G - PMP Resolution.pdf
Attachment H - General Plan Transit & Active Transportation Letter.pdf

"

#$ %& ' () *
+,--
.
,-/+/01,/0+,2+345670/89,:;<
=-6>?@ AB AB 0)*
+,--

C/D-
/+:;<:E-6+/0/89+00
0@
)F05,-
6
-++2/,G/D-
/+,+.,6/0,.2

06H

60 6/,6
C0
,6I205.6.0
6606I,6

,63060
.69/,
/0.I06+ 65
/,6.60

067-2,..
.6@ AB AB )<//066,67/062,/0
,6/
0+2/,G
6
-++
6,-/3489@ JK,L9/,G1-6++/,-
90/,6
+/+/062,/0
,67/
0+M +)*
+,-
6
-+0

2/,G00/20/
0 I1-

I,/2,6
0 1-6++
34K N56-@ );
,-6

OP,0/+,1Q-2/5
,/022/,50
+0R,0+,21
60 S7T0/89
L R3-
2/
,/,=-
>( U! !!V
WWW

#U'$ %& ' 4) *
+,--
.
3: /
1 0
,61,/.J<226+
X8M,:;<
=-6>?@ AB AB 0)*
+,-2/,5
+-22,/
6 -+
+,-.60
,6@

)F03: N2,/
6 1,/.
6

6+
E
606*
/,/,/022/,2/
0 +

6@
!U!"
!!#U$ %& ' >) </,-/D-
/+,-
.
0939-2+0,:;<1,/

@N1/, X

> 1,/939-
.
0
+-
) AB AB 0)81I+
+,---//6939Q-
.
0
;.2
0J<226+
XEM@
)81I
0+,2+939,6
6H
:;<,-6H
+905.63060
.6 9
06@ Y) 81,-06H/+Z6,Z,D-
,6>I+
+,--
.
0939-2+0,:;</,-
2/5
,-

/D-
/++0+

6@ AB AB [ \
]
!
WU^
!\\ !V_ %& ' `) *
+,--
.
0/,
-
,6
6+
0
6 ,61,/.06H
39<F@ A A
0)F05,-6
,+06X

,H
6 /,0+H0+

60
,60/2/6,-/., -//6
/-
0
,6
.6@ A A
a a a a b
V&"!&_!Vc

!d
!!#b&&$ %& ' e) *
+,-0+,206+-
.
06-2+0,fQQ9020/,1-//6
@ g g 0)8,-/fQQ9,6
6H
N

,60
;/011
Q

60 Q6/,6
C0
,630/9
06@ g g
h]
\iV
!j
City of Brea X
X
X
X
X
06/17/2025 X
X
X
X
X
X
X
X

!"#$
%& ' () *+,-./-.
0

,1,23

04
.5+.
2

2 6,.-,67891- ,9.
++.3..:-
.21,-

10
1;.0
1+1< => => +)?61,@++
2A1
,1
1.:-0.,-
BCD2
5+11-+
.9
4 3.,6,.6-10-
/,A3
.+
,1< &$EEFG##H

"F
EI
#
%& ' J) *+,-./-.
0

,11-.0+91,-33
+1009
,3.,22
216,. .+13,.+
,13.,/+106-10
1 4
KL6-10< => => MHG
#N
HGOMNP %& ' Q) R,,-./-.
0

,1-..1
+9+06
1009
,321
23+KCD
13 +< ST) *++1-30+,KCD,-..0
1
+.3,.
1 3.
,0< SS) ?6,ST@+,-./-.
0

,1-
2 0,1,.2,.,6-33,.
1 0,-21 ,-

10
1+3.L)(,6

U-
0

1< FG###H&GH
%& ' SL) R,,-./-.
0

,1,1
0.+3+.,6
U1.+
D
+1@
+10-3
+11
1 .+

++,22,0+.+1
+101,152,,.

V0.+13,.+
,1< => => SW) *+9,-3.,9
00+
.
01
6
1 FG#X$
EFG###H
GH
++,22,0+ .+1
+101,152,,.

V0.+13,.+
,1,1
0.+
,1
1U1.+
D
+1< G

YN
$
%& ' SZ) R

0.3.1+
9,6,-./-.
0

,13+.

3+
1.

,1+
.+66
6,.-2[\< +)?6,-+14.0@3.,9
00+[\,6+10+1]
I
#H

#MG#GH#
HGOIMP %& ' S^) *+,-./-.
0

,1,23
0.:-
.0KD

<[_3310
A\ = =

`abcdefghijkd lhmiajngcd oajcd
10/01/24 and 02/04/25X
X
X
X
X
X
X
X
Michael Ho 05/29/25X

!"#$"% &'()*+,- ".#/0.01!"12$320145 6789:;&<=>;?@ AB
CB
D
EFGHHIJKLMILNOIPQRS CB

TT

CB

U
V WQXSGIGNYZ[\Y]^GN_Z`aGJ_bYcGdcb^eZbGKfgc]GH

hijV LckYefcl^cZ_mGNm^_cgn CB
U
B

hijU
B
V LckYefcl^cZ_m Nm^_cgnGIGMgZfl_ZY`GK^Ze_`Z_om^Gp`e^^cG_c]GfZa^e ]^oeYbGb`e^^cbGfeGYcb^eZb qaYbGnefr^`ZG\fgm]Ggb^GJsObGZfGYcbZ_mmG`_Z`aGo_bYcGtYmZ^ebGZaefguafgZGZa^GNYZ[v A

NYZ[\Y]^ CB
D

N_ee[fk^eGl_YcZ^c_c`^Gnefr^`ZGtfeGwxXQyXRvGwgc]b e^tm^`Z^]GYcGneYfeG[^_ezb{v |A}~ DU
} }D ~i D

A}|A
}U

V 9
=;8<
8;(**;(;;'7?78

TV !"#$"% &'()*+, ".#/0.01!"12$320145 6789:;&<=>;?@ AB CB
D
EFGHXIJKLMILNOIPRQ CB

TT

CB

U
V WQXSGIGNYZ[\Y]^GN_Z`aGJ_bYcGdcb^eZbGKfgc]GX

hijV LckYefcl^cZ_mGNm^_cgn CB
U
B

hijU
B
V LckYefcl^cZ_m Nm^_cgnGIGMgZfl_ZY`GK^Ze_`Z_om^Gp`e^^cG_c]GfZa^e ]^oeYbGb`e^^cbGfeGYcb^eZb qaYbGnefr^`ZG\fgm]Ggb^GJsObGZfGYcbZ_mmG`_Z`aGo_bYcGtYmZ^ebGZaefguafgZGZa^GNYZ[v A

NYZ[\Y]^ CB
D

N_ee[fk^eGl_YcZ^c_c`^Gnefr^`ZGtfeGwxXQyXRvGwgc]b e^tm^`Z^]GYcGneYfeG[^_ezb{v |A}~ DU
} }D ~i D

A}|A
}U

V 9
=;8<
8;(**;(;;'7?78

TV !"#$"% &'()*+,+ ".#/0.01!"12$320145 6789:;&<=>;?@ AB CB
D
EFGHPIJKLMILNOIPRP CB

TT

CB

U
V WQXSGIGNYZ[\Y]^GN_Z`aGJ_bYcGdcb^eZbGKfgc]GP

hijV LckYefcl^cZ_mGNm^_cgn CB
U
B

hijU
B
V LckYefcl^cZ_m Nm^_cgnGIGMgZfl_ZY`GK^Ze_`Z_om^Gp`e^^cG_c]GfZa^e ]^oeYbGb`e^^cbGfeGYcb^eZb qaYbGnefr^`ZG\fgm]Ggb^GJsObGZfGYcbZ_mmG`_Z`aGo_bYcGtYmZ^ebGZaefguafgZGZa^GNYZ[v A

NYZ[\Y]^ CB
D

N_ee[fk^eGl_YcZ^c_c`^Gnefr^`ZGtfeGwxXQyXRvGwgc]b e^tm^`Z^]GYcGneYfeG[^_ezb{v |A}~ DU
} }D ~i D

A}|A
}U

V 9
=;8<
8;(**;(;;'7?78

TV !"#$"% &'()*++* ".#/0.01!"12$320145 6789:;&<=>;?@ AB CB
D
EFGHSIJKLMILNOIPWS CB

TT

CB

U
V WQXSGIGNYZ[\Y]^GN_Z`aGJ_bYcGdcb^eZbGKfgc]GS

hijV LckYefcl^cZ_mGNm^_cgn CB
U
B

hijU
B
V LckYefcl^cZ_m Nm^_cgnGIGMgZfl_ZY`GK^Ze_`Z_om^Gp`e^^cG_c]GfZa^e ]^oeYbGb`e^^cbGfeGYcb^eZb qaYbGnefr^`ZG\fgm]Ggb^Go^bZGl_c_u^l^cZGne_`ZY`^bGZfGYcbZ_mmG`_Z`aGo_bYcbGtYmZ^ebGZaefguafgZGZa^GNYZ[v A

NYZ[\Y]^ CB
D

N_ee[fk^eGl_YcZ^c_c`^Gnefr^`ZGtfeGwxXQyXRvGwgc]b e^tm^`Z^]GYcGneYfeG[^_ezb{v |A}~ DU
} }D ~i D

A}|A
}U

V 9
=;8<
8;(**;(;;'7?78

!"#$%& '(!)$*+,-(&./0123456257829:;< %& '(!)$=>)#( ?@@>)> A"#$%& '(!)$BCDE :1FG/2/7HIJKHLM/7NIOP/3NQHR/SRQMTIQ/4UVRL/1 =WX($ Y$Z &[E 5R\HTUR]MRIN^/7^MNRV_ %& '(!)$C(D!&>X)> A =WX($ Y$Z &[$C(D!&>X)> AE 5R\HTUR]MRIN^ 7^MNRV_/2/6VIU]NIHO/4MITNOIN`^M/aOTMMR/NRL/UIPMT LM`THQ/QOTMMRQ/UT/HRQMTIQ bPHQ/_TUcMOI/VQMQ/`MQI/]NRNdM]MRI/_TNOIHOMQ/IU/HRQIN^^/ONIOP/`NQHR/eH^IMTQ/IPTUVdPUVI/IPM/7HIJf >,>)D 7HIJKHLM %& '(!)$* )(D 7NTTJU\MT/]NHRIMRNROM/_TUcMOI/eUT/ghF1iFjf/gVRLQ TMe^MOIML/HR/_THUT/JMNTkQlf mBno?$pq?r ms*C$=p%q q*t ruZ ou*vBw% uxw =u=? =u=?$qno??=qC = )"#DEyz yz yz yz yz yz {|}~|

|| = )"#$%& &",,(@E$

!"#$%& '(!)$*+,-(&./0j23456257829<Gj %& '(!)$=>)#( ?@@>)> A"#$%& '(!)$BCDE :1FG/2/7HIJKHLM/7NIOP/3NQHR/SRQMTIQ/4UVRL/j =WX($ Y$Z &[E 5R\HTUR]MRIN^/7^MNRV_ %& '(!)$C(D!&>X)> A =WX($ Y$Z &[$C(D!&>X)> AE 5R\HTUR]MRIN^ 7^MNRV_/2/6VIU]NIHO/4MITNOIN`^M/aOTMMR/NRL/UIPMT LM`THQ/QOTMMRQ/UT/HRQMTIQ bPHQ/_TUcMOI/VQMQ/`MQI/]NRNdM]MRI/_TNOIHOMQ/IU/HRQIN^^/ONIOP/`NQHR/eH^IMTQ/IPTUVdPUVI/IPM/7HIJf/8TUcMOI PNQ/0/JMNT//]NIOP/TMVHTM]MRI/k91;;F/_MT/ghl/eTU]/gh/0:i0</IPTUVdP/gh/FjiF:f >,>)D 7HIJKHLM %& '(!)$* )(D 7NTTJU\MT/]NHRIMRNROM/_TUcMOI/eUT/ghF1iFjf mBno?$pq?r ms*C$=p%q q*t ruZ ou*vBw% uxw =u=? =u=?$qno??=qC = )"#DEyz yz yz yz yz yz {|}~|

|| = )"#$%& &",,(@E$

!"#$%& '(!)$*+,-(&./0j23456257829<G: %& '(!)$=>)#( ?@@>)> A"#$%& '(!)$BCDE :1FG/2/7HIJKHLM/7NIOP/3NQHR/SRQMTIQ/4UVRL/: =WX($ Y$Z &[E 5R\HTUR]MRIN^/7^MNRV_ %& '(!)$C(D!&>X)> A =WX($ Y$Z &[$C(D!&>X)> AE 5R\HTUR]MRIN^ 7^MNRV_/2/6VIU]NIHO/4MITNOIN`^M/aOTMMR/NRL/UIPMT LM`THQ/QOTMMRQ/UT/HRQMTIQ bPHQ/_TUcMOI/VQMQ/`MQI/]NRNdM]MRI/_TNOIHOMQ/IU/HRQIN^^/ONIOP/`NQHR/eH^IMTQ/IPTUVdPUVI/IPM/7HIJf/8TUcMOI PNQ/0/JMNT//]NIOP/TMVHTM]MRI/k9:</_MT/ghl/eTU]/gh/0:i0</IPTUVdP/gh/FjiF:f >,>)D 7HIJKHLM %& '(!)$* )(D 7NTTJU\MT/]NHRIMRNROM/_TUcMOI/eUT/ghF1iFjf mBno?$pq?r ms*C$=p%q q*t ruZ ou*vBw% uxw =u=? =u=?$qno??=qC = )"#DEyz yz yz yz yz yz {|}~|

|| = )"#$%& &",,(@E$

!"#$%& '(!)$*+,-(&./0j23456257829<G< %& '(!)$=>)#( ?@@>)> A"#$%& '(!)$BCDE :1FG/2/7HIJKHLM/7NIOP/3NQHR/SRQMTIQ/4UVRL/< =WX($ Y$Z &[E 5R\HTUR]MRIN^/7^MNRV_ %& '(!)$C(D!&>X)> A =WX($ Y$Z &[$C(D!&>X)> AE 5R\HTUR]MRIN^ 7^MNRV_/2/6VIU]NIHO/4MITNOIN`^M/aOTMMR/NRL/UIPMT LM`THQ/QOTMMRQ/UT/HRQMTIQ bPHQ/_TUcMOI/VQMQ/38Q/IU/HRQIN^^/ONIOP/`NQHR/HRQMTIQ/IPTUVdPUVI/IPM/OHIJf/8TUcMOI/PNQ/0/JMNT/ ]NIOP/TMVHTM]MRI/k011<;/_MT/ghl/eTU]/gh/0:i0</IPTUVdP/gh/FjiF:f >,>)D 7HIJKHLM %& '(!)$* )(D 7NTTJU\MT/]NHRIMRNROM/_TUcMOI/eUT/ghF1iFjf mBno?$pq?r ms*C$=p%q q*t ruZ ou*vBw% uxw =u=? =u=?$qno??=qC = )"#DEyz yz yz yz yz yz {|}~|

|| = )"#$%& &",,(@E$

!"#$%&'!()"*%+,-.)'/0123 &'!()"*%45*$) 6775*5!8#$%&'!()"*%9:;< =>?0@ABC0D0EFGHHIJ0KILMGN0=OMPFONNQF0RSLFGTQ 4UV)%!W%X!'Y< EFGHHIJ0KILMGNZ &'!()"*%:);"'5V*5!8 4UV)%!W%X!'Y%:);"'5V*5!8< EFGHHIJ0KILMGNZ0D [QSNGJQ0GMT0\SLFGTQ0PFGHHIJ0ZILMGNZ0GMT0Q]\IS^QMP E_IZ0SFO`QJP0aINN0FQSNGJQ0ObZONQPQ0PFGHHIJ0ZILMGN0JOMPFONNQFZc0IMZPGNN0dITQO0TQPQJPIOM0GMT0\SLFGTQ0PFGHHIJ ZILMGN0Q]\IS^QMP0JIPeaITQf 5-5*; gFQG0NI^IPZ &'!()"*%+!*); >^SGJP0hQQZ0iEFGHHIJ01Qj\Zkf0=GFFeOdQF0HOF hlAm2Anf o9pq6 rs6t ou+:%4r&s s+v twX qw+x9y&wzy 4w46 4w46 spq6 64s: A{An |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~B{BcC@m A{An EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mBcAm{ A{A@ |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~B{c@@ A{A@ EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mAcmB A{AC |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~B{mc@n@ A{AC EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mcCm A{A |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~B{@c@Cn A{A EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mmcBB A{{ |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~B{cCmn A{{ EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mncm@{ A{B |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~BBBc@@ A{B EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~m@cCm A{A EFGHHIJ0>^SGJP0hQQZ ~{ ~{ ~m{c{{{ ~{ ~m{c{{{ ~mc A{A |QGZ\FQ0|A0}OJGN hGIFZ_GFQ ~Amc{{{ ~{ ~@mc{{{ ~{ ~B{{c{{{ ~BBcBmB 4!*#$;<

4!*#$%&'!'#--)7<%~Bc{m{c{{{

!"#$%&'!()"*%+,-.)'/0123 &'!()"*%45*$) 6775*5!8#$%&'!()"*%9:;< =>?0@AB0D0EFGHHIJ0=GN^IML0>^SFOdQ^QMPZ 4UV)%!W%X!'Y< KGHQPe &'!()"*%:);"'5V*5!8 4UV)%!W%X!'Y%:);"'5V*5!8< KGHQPe0D0EFGHHIJ JGN^IML0Z\J_0GZ0b\NbO\Pc0J_OQFZc0ZSQQT0_\^Sc0QPJfE_IZ0IZ0GM0GMM\GN0SFOLFG^0HOF0P_Q0TQdQNOS^QMP0GMT0I^SNQ^QMPGPIOM0OH0PFGHHIJ0JGN^IML0I^SFOdQ^QMPZ0GZ FQJO^^QMTQT0be0EFGHHIJ0=O^^IPPQQ0GMT0GSSFOdQT0be0=IPe0=O\MJINf 5-5*; =IPeaITQ &'!()"*%+!*); =GFFeOdQF0HOF0hlAm2Anf o9pq6 %rs6t ou+:%4r&s s+v twX qw+x9y& wzy 4w46 4w46 %spq6 64s: A{An GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~Bmc@m A{A@ GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~BmncC A{AC GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~Bn{cC{ A{A GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~Bnc{Bm A{{ GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~Bn@c@{ A{B GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~B@Bcmm A{A GZ0EGj ~Bmc{{{ ~{ ~Bmc{{{ ~{ ~Bm{c{{{ ~B@mc@ 4!*#$;<

4!*#$%&'!'#--)7<%~Bc{m{c{{{

!"#$%&' (#)*+,'%-./01234516578190:; $%&' (#<=("'
>??=(=@!"#$%&' (#ABCD /01234516578190:; EFG.HI;/.1.731;H.J.KLMNOPQ.3RLS.FTQOPUVLTWO.FMXPRYOMOTQZ <[\'#]#^%_D FTQOPUVLTWO $%&' (#B'C %=\(=@ <[\'#]#^%_#B'C %=\(=@D FTQOPUVLTWO.1 3OURT`aWbPO.QVO.aTQOPUVLTWO.NOQcOOT.ZQPOOQ.LTS `POOcLd.QR.OeaMaTLQO.QPL``aU.URT`eaUQZ 731;H.J.KLMNOPQ.3RLS.FMXPRYOMOTQZ.QR.XPRYaSO.LSSaQaRTLe.ULXLUaQd.LTS.aMXPRYO.RXOPLQaRTLe XOP`RPMLTUOf.gOQLaeOS.XPRhOUQ.SOZUPaXQaRT.R`.QVO.RYOPLee.XPRhOUQ.aZ.aTUebSOS.aT.QVO.ERRXOPLQaYO 5WPOOMOTQ.E1:1/90if.8VO.XPRhOUQ.aZ.UbPPOTQed.`bTSOS =+=(C KLMNOPQ.3RLS.`PRM.GRaTQO.gPaYO.QR.7QLQO.EReeOWOj 731;H.FTQOPUVLTWO.NOQcOOT.8RTTOP.ELTdRT.LTS FMXOPaLe.kaWVcLd $%&' (#)('C ELPPdRYOP.`RP.6lI;mInf oApq> #rs>t ou)B#<r$s s)v tw^ qw)xAy$ wzy <w<>
<w<>
#spq>
><sB <(!"CD{| {| {| {| {| {| }~~

~~ <(!"#$%%!++'?D#i

!"#$%&' (#)*+,'%-./n123451678190iI $%&' (#<=("' >??=(=@!"#$%&' (#ABCD /01234516578190:; EFG.HI;/.1.731;H.6POOcLd.m.KLMNOPQ.3RLS.FTQOPUVLTWO <[\'#]#^%_D FTQOPUVLTWO $%&' (#B'C %=\(=@ <[\'#]#^%_#B'C %=\(=@D FTQOPUVLTWO.1.Oc aTQOPUVLTWO.NOQcOOT.ZQPOOQ.LTS.`POOcLd 8VaZ.XPRhOUQ.caee.URTZQPbUQ.L.TOc.OLZQNRbTS.QR.TRPQVNRbTS.eRRX.RT1PLMX.LTS.MRSa`d.QVO.ZXLUaTW NOQcOOT.QVO.OaZQaTW.731;H.RT.LTS.R``.PLMXZ.QR.aMXPRYO.QPL``aU.`eRcf.ELeQPLTZ.aZ.KOLS.5WOTUd.`RP 4TYaPRTMOTQLe.J.FMXeOMOTQLQaRTf =+=(C 8VO.eaMaQZ.R`.QVaZ.XPRhOUQ.LPO.QVO.731;H.6POOcLd RT1PLMX.LTS.QVO.aMMOSaLQO.ZbPPRbTSaTWZf $%&' (#)('C ELPPdRYOP.`RP.6lI;mInf oApq> #rs>t ou)B#<r$s s)v tw^ qw)xAy$ wzy <w<>
<w<>
#spq>
><sB <(!"CD{| {| {| {| {| {| }~~

~~ <(!"#$%%!++'?D#i

!"#$%&' (#)*+,'%- $%&' (#<=("' >??=(=@!"#$%&' (#ABCD EFG.HI::.1.2POL.2RbeOYLPS.7QPOOQ.FMXPRYOMOTQ <[\'#]#^%_D 3RLS.LaTQOTLTUO $%&' (#B'C %=\(=@ <[\'#]#^%_#B'C %=\(=@D 3RLS.LaTQOTLTUO.1 7ebPPd.ZOLe.R`.PRLScLd 8VaZ.XPRhOUQ.caee.ZebPPd.ZOLe.QVO.XLYOMOTQ.RT.2POL.2RbeOYLPS.NOQcOOT.FMXOPaLe.kaWVcLd.LTS.bTaXOP 7QPOOQf =+=(C 2POL.2RbeOYLPS.NOQcOOT.FMXOPaLe.kaWVcLd.LTS bTaXOP.7QPOOQ $%&' (#)('C ELPPdRYOP.`RP.6lI;mInf oApq> #rs>t ou)B#<r$s s)v tw^ qw)xAy$ wzy <w<>
<w<>
#spq>
><sB <(!"CD{| {| {| {| {| {| }~~

~~ <(!"#$%%!++'?D#i

!"#$%&' (#)*+,'%-.II1234516781i/; $%&' (#<=("' >??=(=@!"#$%&' (#ABCD EFG.H9in.1.FMXOPaLe.kcdm731;H.FTQOPUVLTWO.FMXPRYOMOTQZ <[\'#]#^%_D FTQOPUVLTWO $%&' (#B'C %=\(=@ <[\'#]#^%_#B'C %=\(=@D FTQOPUVLTWO.1.aSOT aTQOPUVLTWO.NOQcOOT.ZQPOOQ.LTS.`POOcLd GPRhOUQ.caee.caSOT.QVO.731;H.ZRbQVNRbTS.RT1PLMX.J.POURT`aWbPO.OLZQNRbTS.eLTOZ.RT.FMXOPaLe.kcdf 8VO.XPRhOUQ.caee.aMXPRYO.QPL``aU.RXOPLQaRTLe.XOP`RPMLTUO.J.POSbUO.URTWOZQaRT.RT.FMXOPaLe.kcdf.ELeQPLTZ URRPSaTLQaRT.aZ.PObaPOSf =+=(C 731;H.ZRbQVNRbTS.RT1PLMX.LTS.POURT`aWbPO OLZQNRbTS.eLTOZ.RT.FMXOPaLe.kcdf $%&' (#)('C FMXLUQ.6OOZ.8PL``aU.ObZf.I.6578.`bTSZ PObOZQOS.LTS.POURMMOTSOS.`RP.LXXPRYLe.SbPaTW IiII.E86G.ELee.`RP.GPRhOUQZf.6bTSaTW.ZVRcT.LZ FE4.NOULbZO.6578.cLZTQ.RT.QVO.eaZQf.XSLQO.cVOT XRZZaNeOf.GPRhOUQ.FTaQaLQaRT.gRUbMOTQ.ZQLPQOS.aT UReeLNRPLQaRT.caQV.URTZbeQLTQ.LTS.ELeQPLTZf ELPPdRYOP.`RP.6l.I;mInf oApq>
#rs>tou)B#<r$s s)v tw^ qw)xAy$wzy <w<>
<w<>
#spq>
><sB IiI0 8PL``aU.FMXLUQ.6OOZ;iijiiii i i ;iijiii;iijiii <(!"CD{|||||{| {| {| {|||||{||||| }~~

~~ <(!"#$%%!++'?D#;iijiii

!"#$%&'!()"*%+,-.)'/0123 &'!()"*%45*$) 6775*5!8#$%&'!()"*%9:;< =>?0@ABC0D0=EFGHEIJ0KLMNNG0KJOL0?NPQNOR0S?10@ABCT 4UV)%!W%X!'Y< ZPOI0[OE\FJ\O\]J &'!()"*%:);"'5V*5!8 4UV)%!W%X!'Y%:);"'5V*5!8< ZPOI0[OE\FJ\O\]J0D KLMNNG0^JOL0P_0NPOIHOG `aE^0bNPcJ]F0E^0O\0O\\MOL0bNPO]FEdJe0^FNJJF0ROE\FJ\O\]J0bNPQNOR0FaNPMQa0HaE]a0=EFG0^FNJJF^0ONJ0^LMNNG ^JOLJI0P\0O\0JEQaFDGJON0]G]LJf0gO]a0GJONe0O0LE^FE\Q0P_0^bJ]E_E]0^FNJJF^0HELL0hJ0IJFJNRE\JI0_PN0^LMNNG0^JOL E\0]PPNIE\OFEP\0HEFa0?[?0NJ]PRRJ\IOFEP\^f 5-5*; iONEJ^0O\\MOLLG &'!()"*%+!*); =ONNGPdJN0_PN0jkCl2Cmf n9op6 qr6s nt+:%4q&r r+usvX pv+w9x& vyx 4v46 4v46 rop6 64r: CzCm [JO^MNJ0[C0{P]OL jOEN^aONJ |z |z |Azzezzz |z |Azzezzz |Az@elzz CzC@ |z |z |Azzezzz |z |Azzezzz |ABleB}} CzC} |z |z |Azzezzz |z |Azzezzz |ACAezm@ CzC~ |z |z |Azzezzz |z |Azzezzz |AABeB CzAz |z |z |Azzezzz |z |Azzezzz |AA~eCC CzAB |z |z |Azzezzz |z |Azzezzz |A@e~z} CzAC |z |z |Azzezzz |z |Azzezzz |Almemzm 4!*#$;<

4!*#$%&'!'#--)7<%|CeBzzezzz

!"#$%&'!()"*%+,-.)'/0@ABA &'!()"*%45*$) 6775*5!8#$%&'!()"*%9:;< =>?0@ABA0D0=EFGHEIJ0KEIJHOL0ZJbLO]JRJ\F0?NPQNOR 4UV)%!W%X!'Y< ?JIJ^FNEO\ &'!()"*%:);"'5V*5!8 4UV)%!W%X!'Y%:);"'5V*5!8< ?JIJ^FNEO\0D ZJ]P\^FNM]FEP\0PN0NJaOhELEFOFEP\0P_0^EIJHOL `aE^0bNPcJ]F0OLLPH^0_PN0NJbOEN0O\I0NJbLO]JRJ\F0P_0IE^bLO]JI0]P\]NJFJ0^EIJHOL^e0]MNh00QMFFJNe0O\I0]MNh O]]J^^0NORb^f 5-5*; =EFGHEIJ &'!()"*%+!*); =ONNG0PdJN0_PN0jkCl2Cm n9op6 %qr6s nt+:%4q&r r+u svX pv+w9x& vyx 4v46 4v46 %rop6 64r: CzCm O^0`O |z |z |Czzezzz |z |Czzezzz |Czlezzz CzC@ O^0`O |z |z |Czzezzz |z |Czzezzz |CBzeBCl CzC} O^0`O |z |z |Czzezzz |z |Czzezzz |CBleA@} CzC~ O^0`O |z |z |Czzezzz |z |Czzezzz |CCze@mA CzAz O^0`O |z |z |Czzezzz |z |Czzezzz |CCmeC}C CzAB O^0`O |z |z |Czzezzz |z |Czzezzz |CABe~A~ CzAC O^0`O |z |z |Czzezzz |z |Czzezzz |CA@e@A@ 4!*#$;<

4!*#$%&'!'#--)7<%|Bezzezzz

!"#$%&'!()"*%+,-.)'/0@ACC &'!()"*%45*$) 6775*5!8#$%&'!()"*%9:;< =>?0@ACC0D0=PM\FNG0ELL^0KMhIEdE^EP\0?OdJRJ\F00OFJN0=P\\J]FEP\0ZJaOhELEFOFEP\ 4UV)%!W%X!'Y< ZPOI0[OE\FJ\O\]J &'!()"*%:);"'5V*5!8 4UV)%!W%X!'Y%:);"'5V*5!8< ZPOI0[OE\FJ\O\]J0D ZJaOhELEFOFEP\0P_0NPOIHOG ZJaOhELEFOFJ0KFNJJF^0E\0=PM\FNG0ELL^0`NO]F0bMN^MO\F0FP0?[?f0>RbNPdJRJ\F^0E\]LMIJ0MbIOFE\Q0]MNh^e QMFFJN^0O\I0330NORb^f0OFJN0]P\\J]FEP\0ERbNPdJRJ\F^0ONJ0bLO\\JI0]P\]MNNJ\FLG0hMF0HELL0hJ0_M\IJI FaNPMQa0OFJN0jM\I0O\I0PFaJN0\P\DFNO\^bPNFOFEP\0^PMN]J^ 5-5*; =PM\FNG0ELL^0`NO]F0D0gO^F0P_03^^P]EOFJI0ZPOI hJFHJJ\0{ORhJNF0ZPOI00EN]a0KFNJJF &'!()"*%+!*); =ONNGPdJN0_PN0jkCl2Cmf n9op6 %qr6s nt+:%4q&r r+u svX pv+w9x& vyx 4v46 4v46 %rop6 64r: 4!*#$;<

4!*#$%&'!'#--)7<%|z

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<=>:?:@ABCDE:@AF:GEHIIE:JIKALMBMEAEMNC .OP'#Q#R%S6 JNAT:UAMCEICACVI $%&' (#4'5 %/P(/2 .OP'#Q#R%S#4'5 %/P(/26 JNAT:UAMCEICACVI:? JIKALMBMEAEMNC:NW:HNATXAF YKMZ:[HN\IVE:XMBB:HIKALMBMEAEI:EKI:HIZMTICEMAB:HNATXAF:NC:@ABCDE:@AF:BNVAEIT:ZNDEK:NW:]HAV^IC:ACT:NC EKI:XIZE:ZMTI:NW:]HIA:]NDBI_AHT` /+/(5 aC:@ABCDE:@AF:ZNDEK:NW:]HAV^IC:ACT:NC:EKI:XIZE ZMTI:NW:]HIA:]NDBI_AHT` $%&' (#)('5 7AHHFN_IH:WNH:bc=de=>` f3gh0 ij0k fl)4#.i$j j)m knR hn)o3p$ nqp .n.0
.n.0
jgh0

0.j4 =r=> stICVF:7NCEHMLDEMNC uvrwrrrur u<>rwrrr ur uvrrwrrr uvrxwrrr =r=y UIAZDHI:U=:zNVAB bAMHZKAHI ur ur udrrwrrr ur udrrwrrr ud<ywvvd =r=y {AZ:YA| udrwrrrur u}drwrrr ur u=rrwrrr u=}}wd<v .(!"56~~ ~~ ~~

.(!"#$%%!++'16#u}w}rrwrrr

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<=;:?:7ICEHAB:s_ICDI::GEAEI:7NBBItI:]NDBI_AHT:GEHIIE:8[HN_IICEZ .OP'#Q#R%S6 JNAT:UAMCEICACVI $%&' (#4'5 %/P(/2 .OP'#Q#R%S#4'5 %/P(/26 JNAT:UAMCEICACVI:? JIKALMBMEAEMNC:NW:HNATXAF YKMZ:[HN\IVE:XMBB:M[HN_I:EKI:[A_IICE:[DHZDACE:EN:EKI:7MEFZ:9A_IICE:UACAtIICE:9BAC` 8[HN_IICEZ:XMBB:MCVBDTI:D[TAEMCt:VDHLZw:tDEEIHZ::ss:HA[Z` /+/(5 aC:7ICEHAB:s_ICDI:LIEXIIC:XIZE:7MEF:BMMEZ:ACT ]HIA:]NDBI_AHT $%&' (#)('5 7AHHFN_IH:WNH:bc=de=>` f3gh0 ij0k fl)4#.i$j j)m knR hn)o3p$ nqp .n.0
.n.0
jgh0

0.j4 =r<= UIAZDHI:U=:zNVAB bAMHZKAHI ur ur u;drwrrr ur u;drwrrr uyx}wd}v =r<= {AZ:YA| u}drwrrrur u>rrwrrr ur u;drwrrr uy><w=}} .(!"56~~ ~~ ~~

.(!"#$%%!++'16#u}wdrrwrrr

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<=x:?:]8J7:GY`:8U9JaUYG:G`:sGGa78sY:Ya:sz78s .OP'#Q#R%S6 JNAT:UAMCEICACVI $%&' (#4'5 %/P(/2 .OP'#Q#R%S#4'5 %/P(/26 JNAT:UAMCEICACVI:? JIKALMBMEAEMNC:NW:HNATXAF YKI:M[HN_IICEZ:XMBB:MCVBDTI:[A_MCt:D[tHATIZ:ACT:EKI:HIN_AB:ACT:HIVNCZEHDVEMNC:NW:VDHLw:tDEEIH ACT:ss:HA[Z:XMEKMC:EKI:[HN\IVE:AHIA` /+/(5 ]MHVK:GE`:WHN:G`:sZZNVMAEIT:JNAT:EN:ABICVMA s_ICDI $%&' (#)('5 9HN\IVE:NZEBF:WDCTIT:EKHNDtK:JUJs`:zNN^MCt:MCEN [NZZMLMBMEF:NW:I|[ACTMCt:ZVN[I:XKMVK:AF:HIDMHI ATTMEMNCAB:WDCTMCt`:7AHHFN_IH:WNH:bc=de=> f3gh0 ij0k fl)4#.i$j j)m knR hn)o3p$ nqp .n.0
.n.0
jgh0

0.j4 =r=> zNVAB:GEHIIEZ:ACT:JNATZ A[[NHEMNCICEZ udrwrrr ur u=rrwrrr ur u=drwrrr u=ddwrrr UIAZDHI:U=:zNVAB bAMHZKAHI ur ur u=drwrrr ur u=drwrrr u=d>w=dr =r<} zNVAB:GEHIIEZ:ACT:JNATZ A[[NHEMNCICEZ u=;dwrrrur u}w}rrwrrrur u}w<;dwrrru}wddrw>>< UIAZDHI:U=:zNVAB bAMHZKAHI ur ur u}w<;dwrrrur u}w<;dwrrru}wdxvwd;y .(!"56~~ ~~ ~~

.(!"#$%%!++'16#u<w=drwrrr

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<<=:>:?@ABC:DBEFG:HEI@JB:9KEG .LM'#N#O%P6 Q@RJB $%&' (#4'5 %/M(/2 .LM'#N#O%P#4'5 %/M(/26 Q@RJB:>:Q@RJB SRFI:TBAUJV@:WFKK:FGVKXYJ:@RJ:TBJTEBE@FAG:AZ:EG:XTYE@J:@A:@RJ:7F@[\I:HEI@JB:9KEG:AZ:DBEFGE]J^:EG:EGEK[IFI AZ:@RJ:VETEVF@[:AZ:@RJ:7F@[\I:J_FI@FG]:I@ABC:YBEFGE]J:FGZBEI@BXV@XBJ`:E:R[YBAKA]FV:EGY:R[YBEXKFV EIIJIICJG@:a:BJVACCJGYJY:FCTBAbJCJG@:TBAUJV@Ic /+/(5 7F@[WFYJ $%&' (#)('5 QGK[:@RAIJ:TAB@FAGI:AZ:@RJ:TKEG:BJKE@JY:@A SBEGITAB@E@FAG:IREKK:dJ:He:fg?:JKF]FdKJc:7EBB[AbJB ZAB:gheijekc l3mn0 op0q lr)4#.o$p p)s qtO nt)u3v$twv .t.0
.t.0
pmn0

0.p4 e=ek x]JGV[ 7AG@BFdX@FAG y<i=`===y= y= y= y<i=`===y<i=`=== .(!"56z{|}~}}}z} z} z} z{|}~}}}z{|}~}}}
.(!"#$%%!++'16#y<i=`===

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<<:>:9EKC:?@BJJ@:9EbFG]:8CTBAbJCJG@I .LM'#N#O%P6 AEY:HEFG@JGEGVJ $%&' (#4'5 %/M(/2 .LM'#N#O%P#4'5 %/M(/26 AEY:HEFG@JGEGVJ:> JREdFKF@E@FAG:AZ:BAEYWE[ SRFI:TBAUJV@:WFKK:BJREdFKF@E@J:@RJ:J_FI@FG]:BAEYWE[:AZ:9EKC:?@BJJ@:ZBAC:AGF@E:9KEVJ:@A:c:7JG@BEK xbJGXJ:WF@RFG:@RJ:7F@[:KFCF@Ic:8CTBAbJCJG@I:WFKK:EKIA:FGVKXYJ:XTYE@FG]:VXBd`:]X@@JB`:xDx:BECTI` IFYJWEKI`:EGY:YBEFGE]J:FCTBAbJCJG@Ic /+/(5 9EKC:?@c:ZBAC:c:7JG@BEK:xbJc:@A:AGF@E:9KEVJ $%&' (#)('5 l3mn0 op0q lr)4#.o$p p)s qtO nt)u3v$ twv .t.0
.t.0
pmn0

0.p4 e=ek HJEIXBJ:He:fAVEK gEFBIREBJ y= y= y=`=== y= y=`=== y<e`;i= e=ek EI:SE_ y<=`===y= yek=`=== y= y<=`=== y<k`i== .(!"56z{}~}}}z} z~}~}}}z} z~{}}~}}}z~{~|}
.(!"#$%%!++'16#y`<==`===

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<<i:>:87:?Sc:8H9QHS?:x:fDc:SQ:?c:x??Q78xSD:Dc .LM'#N#O%P6 AEY:HEFG@JGEGVJ $%&' (#4'5 %/M(/2 .LM'#N#O%P#4'5 %/M(/26 AEY:HEFG@JGEGVJ:> JREdFKF@E@FAG:AZ:BAEYWE[ SRFI:TBAUJV@:WFKK:FCTBAbJ:@RJ:TEbJCJG@:AG:FBVR:?@BJJ@`:ZBAC:BJE:AXKJbEBY:@A:?AX@R:xIIAVFE@JY AEY`:TXBIXEG@:@A:@RJ:7F@[I:9EbJCJG@:HEGE]JCJG@:9KEGc:SRJ:FCTBAbJCJG@I:WFKK:FGVKXYJ:TEbFG] XT]BEYJI`:@RJ:BJCAbEK:EGY:BJVAGI@BXV@FAG:AZ:VXBd`:]X@@JB`:IFY /+/(5 FBVR:?@c:ZBAC:BJE:KbYc:@A:?c:xIIAVFE@JY:Yc $%&' (#)('5 l3mn0 op0q lr)4#.o$p p)s qtO nt)u3v$ twv .t.0
.t.0
pmn0

0.p4 e=e fAVEK:?@BJJ@I:EGY:AEYI ETTAB@FAGCJG@I y==`===y= y`e;i`===y= y`<;i`===y`i=;`<k HJEIXBJ:He:fAVEK gEFBIREBJ y= y= y`<;i`===y= y`<;i`===y`i;`;< e=<= y= y= y`<;i`===y= y`<;i`===y`iii`kk fAVEK:?@BJJ@I:EGY:AEYI ETTAB@FAGCJG@I y==`===y= y`e;i`===y= y`<;i`===y`ie`ii .(!"56z}}~}}}z} z|~{}}~}}}z} z|~|}}~}}}z~{~{{|
.(!"#$%%!++'16#yi`i==`===

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<==>;?;@ABCDE:F;AGHI;JK@HHK;9L:@DGHLHBKJ /MN($ O$P &Q7 @RST;LSUVWXVSVYX %& '(!)$5(6!&0N)0 3 /MN($ O$P &Q$5(6!&0N)0 37 @RST;LSUVWXVSVYX;? @XZS[U\UWSWURV;R];^RST_S` KZUa;b^RcXYW;_U\\;Udb^ReX;WZX;bSeXdXVW;RV;@SVTR\bZ;AeXVfXg;]^Rd;hU^YZ;JW^XXW;WR;9dbX^US\;FUiZ_S`g bf^afSVW;WR;WZX;8UW`ja;:SeXdXVW;LSVSiXdXVW;:\SVI;KZX;Udb^ReXdXVWa;_U\\;UVY\fTX;bSeUVi;fbi^STXag WZX;^XdReS\;SVT;^XYRVaW^fYWURV;R];Yf^[g;ifWWX^g;aUTX_S\ 0,0)6 @SVTR\bZ;AeXI;]^Rd;hU^YZ;JWI;WR;9dbX^US\;F_` %& '(!)$* )(6 k4lm1 no1p kq*5$/n%o o*r psP ms*t4u% svu /s/1 /s/1 olm11/o5 wx=w LXSaf^X;Lw;ERYS\ ySU^aZS^X zx zx z<{xgxxx zx z<{xgxxx z|}~g{~ ERYS\;JW^XXWa;SVT;@RSTa SbbR^WURVdXVWa z~{xgxxxzx z>xxgxxx zx z<{xgxxx z|>=gw~~ / )"#67 / )"#$%& &",,(27$z~g{xxgxxx

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<==<;?;KABEHDDC;JK@HHK;:AG9B;9L:@DGHLHBKJ /MN($ O$P &Q7 @RST;LSUVWXVSVYX %& '(!)$5(6!&0N)0 3 /MN($ O$P &Q$5(6!&0N)0 37 @RST;LSUVWXVSVYX;? @XZS[U\UWSWURV;R];^RST_S` KZUa;b^RcXYW;_U\\;Udb^ReX;WZX;bSeXdXVW;RV;KSVi\X_RRT;JW^XXW;STcSYXVW;WR;WZX;UVWX^aXYWURV;R];:S\d JW^XXWg;bf^afSVW;WR;WZX;8UW`ja;:SeXdXVW;LSVSiXdXVW;:\SVI;KZX;Udb^ReXdXVWa;_U\\;UVY\fTX;bSeUVi fbi^STXag;fWU\UW`;SVT;W^XVYZUVi;[SY]U\\;dRTU]UYSWURVag;SV 0,0)6 KSVi\X_RRT;JWI;STcSYXVW;WR;WZX;UVWX^aXYWURV;R] :S\d;JWI %& '(!)$* )(6 k4lm1 no1p kq*5$/n%o o*r psP ms*t4u%svu /s/1 /s/1 olm11/o5 wxw> LXSaf^X;Lw;ERYS\ ySU^aZS^X z{xgxxxzx z{xgxxxzx z{xxgxxxz{~~gw{x / )"#67 / )"#$%& &",,(27$z{xxgxxx

!"#$%& '(!)$*+,-(&.;<>w %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<>w;?;HVWX^b^UaX;K^SYW;SWX^;9db^ReXdXVWa /MN($ O$P &Q7 @RST;LSUVWXVSVYX %& '(!)$5(6!&0N)0 3 /MN($ O$P &Q$5(6!&0N)0 37 @RST;LSUVWXVSVYX;? @XZS[U\UWSWURV;R];^RST_S` KZUa;b^RcXYW;_U\\;^Xb\SYX;XUaWUVi;fVTX^aUXT;SVT;TXWX^UR^SWXT;_SWX^;dSUVa;UV;WZX;HVWX^b^UaX;K^SYW UVY\fTUVi;@SViX^;AeXVfXg;HVWX^b^UaX;JW^XXWg;GR`SiX^;AeXVfXg;Jf^eX`R^;AeXVfXg;SVT;BSaS;JW^XXWI ATTUWURVS\\`g;WZUa;b^RcXYW;_U\\;S\aR;^XZS[U\UWSWX;WZX;XU 0,0)6 A\RVi;@SViX^g;GR`SiX^g;Jf^eX`R^;AeXg;S\RVi HVWX^b^UaX;SVT;BSaS;JWg;J;R];hU^YZ;JW;SVT;B;R] GS\XVYUS;AeX %& '(!)$* )(6 bRV;YRdb\XWURV;R];_SWX^;dSUV;Udb^ReXdXVWag;WZX b^RcXYW;_U\\;YRdb\XWX;^RST_S`;^XZS[U\UWSWURV;_UWZUV WZX;b^RcXYW;\UdUWaI;8S^^`ReX^;]R^;yw{w>I k4lm1 no1p kq*5$/n%o o*r psP ms*t4u% svu /s/1 /s/1 olm11/o5 wxw| AiXVY`;8RVW^U[fWURV z{xgxxxzx z=g{xgxxxzx z=g{xxgxxxz=g<>{gw<= wxw| LXSaf^X;Lw;ERYS\ ySU^aZS^X zx zx z{{xgxxx zx z{{xgxxx z{}wgw}x wxw| Sa;KS zx zx zxxgxxx zx zxxgxxx z=xg<{> / )"#67
/ )"#$%& &",,(27$zg{xgxxx

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<=>:?:7@ABCDEFFB:GH@IJ:K@JDH:L@MA:NDOC@IDPDAJ .QR'#S#T%U6 NF@B:L@MAJDA@AID $%&' (#4'5 %/R(/2 .QR'#S#T%U#4'5 %/R(/26 NF@B:L@MAJDA@AID:? NDV@WMCMJ@JMFA:FX:HF@BE@Y GVMZ:OHF[DIJ:EMCC:HDOC@ID:D\MZJMA]:^ABDHZM_DB:@AB:BDJDHMFH@JDB:E@JDH:P@MAZ:MA:JVD:7@ABCDEFFB:GH@IJ ADM]VWFHVFFB:FA:JVD:ZF^JV:ZMBD:FX:`J@JD:7FCCD]D:aF^CDb@HB:WDJEDDA:7CMXXEFFB:`JHDDJ:@AB:a@CZ@ cbDA^Dd /+/(5 ZF^JV:ZMBD:FX:`J@JD:7FCCD]D:aCbBd:WDJEDDA 7CMXXEFFB:`Jd:@AB:a@CZ@:cbDd $%&' (#)('5 7@HHYFbDH:XFH:efg>hg=d:8AIC^BDZ:O@bDPDAJ HDV@WMCMJ@JMFA:JVHF^]VF^J:JVD:IFPP^AMJYd:Lg X^ABMA]:CMPMJDB:JF:DCM]MWCD:O@bDPDAJ:HDV@W @IJMbMJMDZd i3jk0 lm0n io)4#.l$m m)p nqT kq)r3s$ qts .q.0
.q.0
mjk0

0.m4 gug= c]DAIY 7FAJHMW^JMFA vwuxuuuvu vu vu vwuxuuu vwuxuuu gugy v>uxuuuvu vzx>>uxuuuvu vzx=uuxuuuvzxy={x>z= gugy |@Z:G@\ vu vu v{uuxuuu vu v{uuxuuu v{{zxu>u .(!"56}~} }} }} ~
~
.(!"#$%%!++'16#v<x<wuxuuu

!"#$%&' (#)*+,'%- $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<;y:?:FJ^Z:9C@ID:K@JDH:MAD:8POHFbDPDAJZ .QR'#S#T%U6 NF@B:L@MAJDA@AID $%&' (#4'5 %/R(/2 .QR'#S#T%U#4'5 %/R(/26 NF@B:L@MAJDA@AID:? NDV@WMCMJ@JMFA:FX:HF@BE@Y GVMZ:OHF[DIJ:OHFOFZDZ:JF:HDPFbD:@AB:HDOC@ID:JVD:D\MZJMA]:^ABDHZM_DB:@AB:@]MA]:E@JDHCMADZ:FA:7DAJH@C cbDA^Dh@:@WH@:aF^CDb@HB:WDJEDDA:@CCD[F:`JHDDJ:@AB:NFZIFD:`JHDDJx:FA:9@CP:`JHDDJ:WDJEDDA 7DAJH@C:cbDA^D:@AB:`YEFFB:`JHDDJx:@AB:EMJVMA:JVD:HDZMBDAJM /+/(5 7DAJH@C:cbDh@:@WH@:aCbBx:FA:9@CP:`JHDDJx:@AB EMJVMA:@HD@:WF^AB:WY:7DAJH@C:cbDdh@:@WH@:aCbB JF:AFHJVx:`YEFFB:`Jd:JF:ZF^JVx:9@CP:JF:D@ZJ:@AB @CCD[F:`J:JF:EDZJ $%&' (#)('5 8AIC^BDZ:O@bDPDAJ:HDV@WMCMJ@JMFA:JVHF^]VF^J:JVD IFPP^AMJYd:Lg:X^ABMA]:CMPMJDB:JF:DCM]MWCD:O@bDPDAJ HDV@W:@IJMbMJMDZd:7@HHYFbDH:XFH:efg>hg=d i3jk0 lm0n io)4#.l$m m)pnqT kq)r3s$ qts .q.0
.q.0
mjk0

0.m4 guzw |@Z:G@\ vu vu vw>uxuuu vu vw>uxuuu vw;zxy>< guzw LD@Z^HD:Lg:FI@C e@MHZV@HD vu vu vguuxuuu vu vguuxuuu vgzwxyzy guzw c]DAIY:7FAJHMW^JMFA vu vu vzx>uuxuuuvu vzx>uuxuuuv<xu>{xyg; .(!"56} } } } }
}~

.(!"#$%%!++'16#vzx{>uxuuu

!"#$%&' (#)*+,'%-:;<{w $%&' (#./("' 011/(/2!"#$%&' (#3456 789:;<{w:?:aHD@:7FHZMI@A:MCC@Z:K@JDH:MAD:8POHFbDPDAJZ .QR'#S#T%U6 NF@B:L@MAJDA@AID $%&' (#4'5 %/R(/2 .QR'#S#T%U#4'5 %/R(/26 NF@B:L@MAJDA@AID:? NDV@WMCMJ@JMFA:FX:HF@BE@Y GVMZ:OHF[DIJ:OHFOFZDZ:JF:HDOC@ID:JVD:D\MZJMA]:^ABDHZM_DB:E@JDHCMADZ:EMJVMA:JVD:aHD@:7FHZMI@A:MCC@Z ADM]VWFHVFFBd:cBBMJMFA@CCYx:JVMZ:OHF[DIJ:EMCC:@CZF:HDV@WMCMJ@JD:JVD:D\MZJMA]:HF@BE@Y:EMJVMA:JVD:OHF[DIJ CMPMJZ:O^HZ^@AJ:JF:JVD:7MJYZ:9@bDPDAJ:L@A@]DP
/+/(5 aHD@:7FHZMI@A:MCC@Z:ADM]VWFHVFFBx:K:7DAJH@C:cbD @AB:`:9@CP:`J $%&' (#)('5 OFA:IFPOCDJMFA:FX:E@JDH:P@MA:MPOHFbDPDAJZx:JVD OHF[DIJ:EMCC:IFPOCDJD:HF@BE@Y:HDV@WMCMJ@JMFA:EMJVMA JVD:OHF[DIJ:CMPMJZd:7@HHYFbDH:XFH:efg>hg=d i3jk0 lm0n io)4#.l$m m)p nqT kq)r3s$qts .q.0
.q.0
mjk0

0.m4 guzu c]DAIY 7FAJHMW^JMFA vz=uxuuuvu vu vu vz=uxuuuvz=uxuuu .(!"56}~} } } }~}~ .(!"#$%%!++'16#vz=uxuuu

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<<=>;?;@ABCDBEFG;8HIEDBIJKB;LBMMIDB;NODEM /PQ($ R$S &T7 NIUBVG %& '(!)$5(6!&0Q)0 3 /PQ($ R$S &T$5(6!&0Q)0 37 NIUBVG;?;NODEIDB OEMVIKKIVOWE;IEXYWC;CBZKIFBABEV [HOM;ZCW\BFV;ZCWZWMBM;VW;OEMVIKK;FHIEDBIJKB;ABMMIDB;MODEM;VHIV;FIE;JB;IFVO]IVBX;VW;EWVOUG;XCO]BCM;WU 8ICJWE;8IEGWE;^WIX;FKWM_CBM`;[HB;ZCWZWMBX;MODEIDBa;b;KWFIVBX;OE;8IKVCIEM;\_COMXOFVOWE;IEX;b;KWFIVBX OE;8OVG;WU;cCBI;\_COMXOFVOWEa;dOKK;JB;MVCIVBDOFI 0,0)6 NODEM;dW_KX;JB;ZKIFBX;MVCIVBDOFIKKG;MW;XCO]BCM;FIE IKVBC;VHOBC;VCI]BK;CW_VB;dHBE;8ICJWE;8IEGWE;OM FKWMBX` %& '(!)$* )(6 8ICCGW]BC;UWC;efbgYbh` i4jk1$lm1n io*5$/l%m m*p nqS kq*r4s% qts /q/1 /q/1$mjk11/m5 / )"#67uv uv uv uv uv uv wxyzx{|}~

xx / )"#$%& &",,(27$=

!"#$%& '(!)$*+,-(&.;b=?c?[N:?<g %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<<h;?;IAJBCV;^WIX;[CIUUOF;NODEIK;NGEFHCWEOIVOWE /PQ($ R$S &T7 [CIUUOF;NODEIKM %& '(!)$5(6!&0Q)0 3 /PQ($ R$S &T$5(6!&0Q)0 37 [CIUUOF;NODEIKM;? 8WWCXOEIVB;MODEIKM;dOVHOE;ZCW\BFV;KOAOVM :CW\BFV;dOKK;_ZDCIXB;VCIUUOF;MODEIK;FWEVCWK;B_OZABEVa;XB]BKWZ;VCIUUOF;MODEIK;VOAOED;ZKIEM;IEX MGEFHCWEOB;VCIUUOF;MODEIKM;IKWED;VHB;IAJBCV;^XY8ICJWE;8IEGWE;FWCCOXWC;OE;I;IJCI;IEX;cCBI`;WOEV ZCW\BFV;dOVH;8OVG;WU;I;IJCI;IM;KBIX;IDBEFG` 0,0)6 IAJBCV;^XY8ICJWE;8IEGWE;FWCCOXWC;OE;I;IJCI IEX;cCBI %& '(!)$* )(6 8ICCGW]BC;UWC;efbgYbh`;:CW\BFV;KBX;JG;8OVG;WU;I IJCI` i4jk1$lm1n io*5$/l%m m*p nqS kq*r4s% qts /q/1 /q/1$mjk11/m5 / )"#67uv uv uv uv uv uv wxyzx{|}~

xx / )"#$%& &",,(27$= }
~

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<<<;?;8KOUUdWWX;BODHJWCHWWX;8IKAOED;9AZCW]BABEVM /PQ($ R$S &T7 [CIUUOF;NODEIKM %& '(!)$5(6!&0Q)0 3 /PQ($ R$S &T$5(6!&0Q)0 37 [CIUUOF;NODEIKM;? ^BZKIFB;IEX;_ZDCIXB;VCIUUOF;MODEIKM;IEX;B_OZABEV :CW\BFV;dOKK;OEMVIKK;I;EBd;ZCWVBFVO]B;KBUV?V_CE;AW]BABEVa;CBZKIFB;VHB;BOMV;VCIUUOF;MODEIK;FWEVCWKKBCa;IEX OEMVIKK;I;EBd;BIMVJW_EX;ZCWVBFVO]B;KBUV?V_CE;IV;VHB;OEVBCMBFVOWE;WU;cIKMI;]BE_B;IEX;NVIVB;8WKKBDB cW_KB]ICX` 0,0)6 9EVBCMBFVOWEM;WU;IAJBCV;^X;IEX;8KOUUdWWX;]Ba NVIVB;8WKKBDB;cK]X;IEX;8KOUUdWWX;]Ba;IEX;cIKMI ]B;IEX;NVIVB;8WKKBDB;cK]X` %& '(!)$* )(6 8ICCGW]BC;UWC;efbgYbh` i4jk1$lm1n io*5$/l%m m*p nqS kq*r4s% qts /q/1 /q/1$mjk11/m5 / )"#67uv uv uv uv uv uv wxyzx{|}~

xx / )"#$%& &",,(27$= }

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<<b=;?;^@L@^;c`;^@9;[^ee98;N9;Nf8^9[9 /PQ($ R$S &T7 [CIUUOF;NODEIKM %& '(!)$5(6!&0Q)0 3 /PQ($ R$S &T$5(6!&0Q)0 37 [CIUUOF;NODEIKM;? 9EVBCFWEEBFV;VCIUUOF;MODEIKM;VW;OAZCW]B;FWWCXOEIVOWE IEX;FWAA_EOFIVOWEM [HOM;ZCW\BFV;dOKK;_ZDCIXB;VCIUUOF;MODEIK;FWEVCWK;B_OZABEVa;XB]BKWZ;VCIUUOF;MODEIK;VOAOED;ZKIEM;IEX MGEFHCWEOB;VCIUUOF;MODEIKM;IKWED;VHB;CIBABC;cW_KB]ICXYKIMMBKK;NVCBBVYCIEX;]BE_B;FWCCOXWC;OE EIHBOAa;CIEDBa;:KIFBEVOIa;NIEVI;EIa;IEX;cCBI`;[HOM 0,0)6 CBIABC;cK]XYKIMMBKK;NV`YCIEX;]B`;FWCCOXWC;UCWA IAJBCV`;^X;NIV_CE;NV` %& '(!)$* )(6 i4jk1$lm1nio*5$/l%m m*p nqS kq*r4s%qts /q/1 /q/1$mjk11/m5 b=bh [CIUUOF;9AZIFV;eBBMbb=a==== = = bb=a===bb=a=== / )"#67uvvvvuv uv uv uvvvvuvvvv wxyzx{|}~

xx / )"#$%& &",,(27$bb=a===

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<<=>;?;@ABAC;8DEECFC;GEHIJ;KCF9DLBE;AKBMM98;@9FLBE;@NL8OKDL9PBA9DL /QR($ S$T &U7 AVWXXYZ;@Y[\W]^ %& '(!)$5(6!&0R)0 3 /QR($ S$T &U$5(6!&0R)0 37 AVWXXYZ;@Y[\W]^;? 9\_`VZa\\`Z_;_VWXXYZ;^Y[\W]^;_a;YbcVad`;ZaaVeY\W_Ya\ W\e;Zabbf\YZW_Ya\^ AgY^;cVah`Z_;iY]];fc[VWe`;_VWXXYZ;^Y[\W];Za\_Va];`jfYcb`\_k;e`d`]ac;_VWXXYZ;^Y[\W];_YbY\[;c]W\^;W\e ^l\ZgVa\Ym`;_VWXXYZ;^Y[\W]^;W]a\[;_g`;@_W_`;8a]]`[`;Gaf]`dWVenAg`;8Y_l;IVYd`;ZaVVYeaV;Y\;B\Wg`Ybk Mf]]`V_a\k;DVW\[`k;W\e;GV`WJ;AgY^;Y^;W;haY\_;cVah`Z 0,0)6 @_W_`;Za]]`[`;G]deJnAg`;8Y_l;IVJ;ZaVVYeaV;XVab 8]YXXiaae;Bd`J;_a;CJ;C]b;@_J %& '(!)$* )(6 o4pq1$rs1tou*5$/r%s s*v twT qw*x4y%wzy /w/1 /w/1$spq11/s5 ={=| AVWXXYZ;9bcWZ_;M``^}={{k{{{}{ }{ }{ }={{k{{{}={{k{{{ / )"#67~~ ~ ~ ~~
/ )"#$%& &",,(27$}={{k{{{

!"#$%& '(!)$*+,-(&. %& '(!)$/0)#( 1220)0 3"#$%& '(!)$4567 89:;<|;?;8Y_l;MWZY]Y_l;W\e;`eYW\;EW\e^ZWc`;9bcVad`b`\_^ /QR($ S$T &U7 B`^_g`_YZ^ %& '(!)$5(6!&0R)0 3 /QR($ S$T &U$5(6!&0R)0 37 B`^_g`_YZ^;? EW\e^ZWcY\[;aX;VaWeiWl AgY^;cVah`Z_;iY]];V`c]WZ`;_fVX;iY_g;W;ZabY\W_Ya\;aX;]ai;iW_`V;f^`;c]W\_;bW_`VYW]k;e`Zabca^`e;[VW\Y_`k W\e;bf]Zg;W_;8Y_l;XWZY]Y_Y`^;W\e;b`eYW\^J 0,0)6 8Y_l;XWZY]Y_Y`^;W\e;b`eYW\^;8Y_liYe` %& '(!)$* )(6 8WVVlad`V;XVab;MN=n=| o4pq1$rs1t ou*5$/r%s s*v twT qw*x4y% wzy /w/1 /w/1$spq11/s5 ={= F`\`VW];Mf\e }{k{{{ }{ }=k{{{ }{ }<k{{{ }<|k== ={= FW^;AW }{ }{ }<k{{{ }{ }<k{{{ }{k<|< ={= FW^;AW }{ }{ }<k{{{ }{ }<k{{{ }=k<| ={= F`\`VW];Mf\e }{k{{{ }{ }=k{{{ }{ }<k{{{ }<<k ={{ FW^;AW }{ }{ }<k{{{ }{ }<k{{{ }k| ={{ F`\`VW];Mf\e }{k{{{ }{ }=k{{{ }{ }<k{{{ }<k= ={> FW^;AW }{ }{ }<k{{{ }{ }<k{{{ }|k<< ={> F`\`VW];Mf\e }{k{{{ }{ }=k{{{ }{ }<k{{{ }<k= ={= FW^;AW }{ }{ }<k{{{ }{ }<k{{{ }k>> ={= F`\`VW];Mf\e }{k{{{ }{ }=k{{{ }{ }<k{{{ }<k<>< / )"#67~ ~ ~ ~ ~ ~
/ )"#$%& &",,(27$}<{k{{{
RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BREA

CONCERNING THE STATUS AND UPDATE OF THE CIRCULATION

ELEMENT, AND MITIGATION FEE PROGRAM FOR THE MEASURE
M (M2) PROGRAM
A. RECITALS:
(i) WHEREAS, the City of Brea desires to maintain and improve the streets within its jurisdiction, including those arterials contained in the Master Plan of Arterial Highways (MPAH); and
(ii) WHEREAS, the City of Brea has endorsed a definition of and process for, determining consistency of the City’s Traffic Circulation Plan with the MPAH; and
(iii) WHEREAS, the City of Brea has adopted a General Plan Circulation Element which does not preclude implementation of the MPAH within its jurisdiction; and
(iv) WHEREAS, the City of Brea is required to adopt a resolution biennially informing the Orange County Transportation Authority (OCTA) that the City’s Circulation Element is in conformance with the MPAH and whether any changes to any arterial highways of said Circulation Element have been adopted by the City during Fiscal Years (FY) 2023-24 and FY 2024-25; and (v) WHEREAS, the City of Brea is required to send biennially to the OCTA all recommended changes to the City Circulation Element and the MPAH for the purposes of re-qualifying for participation in the Comprehensive Transportation Funding Programs; and
(vi) WHEREAS, the City of Brea is required to adopt a resolution biennially certifying that the City has an existing Mitigation Fee Program that assesses traffic impacts of new development and requires new development to pay a fair share of necessary transportation improvements attributable to the new development; and
B. RESOLUTION:

NOW, THEREFORE, BE IT RESOLVED that the City Council for the City of Brea does hereby inform OCTA that:
a) The arterial highway portion of the Circulation Element of the City is in conformance with the MPAH.
b) The City attests that no unilateral reduction in through lanes has been made on any MPAH arterials during FY 2023-24 and FY 2024-25. c) The City affirms that it will bring forward requests to amend the MPAH, when necessary, in order to ensure that the MPAH and the General Plan Circulation Element remain consistent.
d) The City reaffirms that the existing Mitigation Fee Program is in effect.

PASSED, APPROVED, AND ADOPTED this 17th day of June 2025. ________________________________
Mayor
ATTEST: ________________________________
City Clerk
I, Lillian Harris-Neal, City Clerk of the City of Brea, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council of the City of Brea held on the 17th day of June 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAINED: COUNCIL MEMBERS:

Dated: ______________________________
______________________________
City Clerk

!"#$"%&'(%)'&*$!+,-./'0(1$2,3,/$%4$5,)3'-,$62758$ 9:;9 < =>5$ ?7$ ?@A$ 9
<BCB

DE DEF
GH

9:;

GHI

9:;

JKLMN

MO ?7P>1$7?2=$PQ75>$AR>?!S>5$PQAP$!Q>!T>U$V?7V$W7X$YZ>5PS7?$[$?>>U$P7$ A?5\>X$PQ>$X>"AS?S?R$YZ>5PS7?5]$ ^ _

9:;JKL

F F GHFF F DE ` a

9_;:
:9_;Oc DE DE DE
_

9:;JKL

c d

9
F

A##>?USe$!$ 9

;

N9:;O
City of Brea X
X
X
X

!""#$%&'()( *

,

-*+,.

)/"(/012304215()6789:2;3<(%7=282718>(":?1;( *+,*
@ A#B( $C( $D!(
*
@EFE

GH GHI
JK

*+,

JKL

*+,M

N-*+,MN.

OPNQ-

Q. $CR#<(C$SA(RTCB#(!U#$)&#B(RT!R()T#)V#%(W$CW(XCY(Z[#BR&C$(\($##%(RC( !$B]#Y(RT#(Y#/!&$&$U(Z[#BR&C$B^( _

*+,OPN

I I JK II I GH ` a

*+,OPN

b

*_,c GH GH GH $CR#<(C$SA(RTCB#(!U#$)&#B(RT!R()T#)V#%(W$CW(XCY(Z[#BR&C$(d($##%(RC( !$B]#Y(RT#(Y#/!&$&$U(Z[#BR&C$B^( M

P*ac GH GH GH e f

g

_

c _

OPN

*+,MN

c
_

OPN
*+,MN

g
c f

N*
a h
+

f
-N*ah+f.-*+, ,

+

.c GH GH GH
X
X
X
X
X
X
X
X

!"#$
%
&!'
"
!"($)%*"
+,

-./0 12 3 4 56 7-.808
9
:
;:
-:;.
.<80
8

:
<
= 9
><
?@ AB AB AB C6 D
-:;.
.<80

.0=:

-E00
= 80

@ F6 D
-:;.
.<80

.0=:8
.
00
E
090
;:90
8

8
.:8
:

.
.

;-:;.
.<@ G6 H
.<
>I=:.

..=:@ JK60:.L
<

998

M;
<M
.0=::
-:;.
.<80
N AB 7::

N O
X
X
X
X
X

!"#$
%
&'()*%!
)
(

+,-. /0 1 2 34 567
8

9+
::,;,
.7<=>;
,7
8.,9:
+ ;6
8
? @A @AB
4=:

C+67
88D9+69<=>;;
,+
9+
9 .

7
E
<>:
6F
9;;
6.? @A @A @A G4 H9
796.
;
;
I,J8
<=>98

+
,7,.?K @A @AB
1L&1'/LM10N 0LML M OP/0PQ1RS*0L1TL1 0URLMRNS*0L10V K4 =: C+
F
7?
W4 ..
7 5X.
-Y
,

+F;
I,9

+
ZEX
99
9, F++
7
89
:7
8I89,

4 [\ BB B
@A 4]

8
9,
9
:9:
,+
9
,.899
7 86
^ 7
=? @A @A @A D4=:
7;,9.
-Y
,

F
897
8I89,

C997
8 I89,

9
F+
+I89,

96.
;

7? _4 =:.
,.::,
9.F`F..D89C997
8:
..

F+9
9
9.

,7J8
9,D9
+
;

8.6.D.

.
+;a``FFF4
,4
`;9:`,;;;
8.4;9:? @A @A @A >99

a B

Kbc;

,.89a
796.
;

.+
GCWdd9.7;C
796.
;

.+
3Cedd9.7;: 9,.7,,
+
+F7C:
.,
9;,.;C8
,
:D8.9

;C8
,
:,:,
:8
9 ,,8;
,7C
9

9:,

;;
6996.
;
F++.
,

9

7
:;
I,8+6D
;;
69+
8 +;6
8
9 ;.
,.

6

,

;

f
873C3ggG4
3 X
The three infill projects entitled by the City that were subject to the provisions of the City's TIA Guidelines and the CMP analysis process, included two projects that eliminated large vacant office buildings to construct a new housing complex and new Amazon distribtuion center. The third project consisted of a modernization of vacant and under utilized portions of the Brea Plaza shopping center to add new modern retail space and housing. All three projects were not with the assistance of a traffic model nor did the traffic studies identify any significant CEQA or CMP transportation or traffic impacts.

X
X
X
X
X
X
analyzed

!"#$
%
& '(

'$)(
*!)!

')+ ,

-./0 12 3 4 56 789
::;<
=9
>
?
@A;9B:
CDE FG FG FG H6 7
-
>
.0:8I
J.

I
<-IK

.
K-
LM
.0:8

.I.9NI

OK9O

.O
8-;0

E FG FG FG C6 >.

P-Q:09

:K

I

=08<-.0

E R6 S-?
T:
8./
>I
<88;9?
@A:8
II-
>E A88

U V
X
X
X
X

!
" # $%&'( )!*+%,%"-(
#%)!

--#%.%!

/012 34 5 67 8

9:;229:<
;;=
>0
/
?<2

:0

0

2
00<=
@/02ABC0=09D EF EF EF *3G4H 4G G IJ34J+KLM4N 4OKGK HLM4P Q7 ?:
RS/=
>0;@2
=;=
:/:;2

/S
;RS/
==
=
29
:

T2@2;
;;<0

;
=

2
D EF EF EF U;;

V W
?0:9//
:

0
;
/0/012<7

XYZ[\]^_`abc\ d`be[\ f`gaYbh_[\ iYb[\
X
X
David Roseman City Traffic Engineer 05/28/25

PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515121 STREET MAINTENANCE

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
4098 APPROPRIATION (NON-SPEC) 0 0 -17,636 0 -17,986 0 -17,986 0 0 4111 FULL TIME 298,716 297,991 310,771 315,679 328,816 356,186 448,640 522,096 533,367 4112 PART-TIME & SEASONAL 87,737 65,088 89,491 99,416 95,436 1,331 2,255 0 0 4113 OVERTIME 4,000 7,858 5,000 13,338 5,000 11,310 13,000 5,000 5,000 1 MSW II 5,000
5,000
4116 DISABILITY PAY 0 1,063 0 0 0 0 0 0 0
41230045 VACATION PAYOFF 3,900 3,553 3,528 0 3,528 0 3,528 2,361 2,408 41230048 VACATION BUYDOWN 1,500 4,870 595 0 595 0 595 9,000 9,180 41230064 COMP TERMINATION PAYOFF 100 2 0 0 0 0 0 0 0
41230137 HOLIDAY BANKS PAID 100 16 0 0 0 0 0 0 0
41230190 UNIFORM ALLOWANCE 1,075 75 1,075 172 1,337 52 89 1,640 1,640 41230192 WORK SHOE REIMBURSEMENT 0 1,097 1,162 1,191 1,162 382 1,162 0 0 41230196 FITNESS/WELLNESS PROGRAM 1,795 1,099 1,795 1,975 1,975 2,875 4,870 3,050 3,050 41230650 ON CALL STIPEND 3,300 1,500 2,882 19,289 2,882 22,221 2,882 19,868 20,265 4123RHSP RHSP TRANSFER 0 0 0 3,483 0 1,876 0 1,162 1,185 4131 RETIREMENT PERS 87,086 94,919 88,470 92,862 102,195 114,498 144,412 142,324 149,360 4131A PERS COST SHARING 0 -1,187 0 -1,198 0 -1,734 0 0 0 4134 WORKERS' COMPENSATION 26,163 24,482 18,450 19,136 19,772 16,482 20,786 22,450 22,935 4141 MEDICARE 6,144 5,448 6,515 6,409 6,868 5,489 6,965 9,079 9,243 4151 FLEXIBLE BENEFITS 35,992 45,523 47,740 46,735 47,740 52,150 67,543 98,170 98,170 4152 TUITION REIMBURSEMENT 0 0 0 171 0 0 0 0 0
May 29, 2025 1 of 4
PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515121 STREET MAINTENANCE

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
4153 AUTOMOBILE ALLOWANCE 1,680 1,615 1,680 1,645 1,680 0 0 1,680 1,680 4155 TECHNOLOGY REIMBURSEMENT 0 0 88 88 88 0 0 88 88
EMPLOYEE COSTS SUB-TOTAL 559,288 555,011 561,606 620,391 601,088 583,118 698,741 837,968 857,571 4221 TRAINING 1,000 619 1,000 1,748 1,020 175 1,000 1,020 1,020 4222 MEMBERSHIPS 0 0 0 114 0 93 0 0 0
4249 PROFESSIONAL SVC-OTHER 169,400 201,326 169,400 184,305 222,788 230,104 250,000 122,788 97,788 1 CONCRETE REPAIR 80,000
2 GRAFFITI REMOVAL 29,400
109,400
4259 RENTALS & LEASES-OTHER 0 586 0 0 0 610 490 0 0
4261 SVC & REPAIR-EQUIP 0 1,345 0 0 0 0 0 0 0
4269 BLDG & EQUIP SVC-OTHER 285,725 197,656 295,000 199,824 443,984 345,939 430,000 245,000 220,000 1 CONTRACT ASPHALT REPAIRS 100,000
2 LIGHT POLE INSTALLTION FROM ACCIDENTS 35,000
3 CONTRACT TRAFFIC SIGNAL MAINTENANCE 145,000
4 BREA MALL RING ROAD 15,000
295,000
4283 ST LGTS & TRAFFIC SVC 350,000 480,620 500,000 555,218 500,000 447,980 450,000 500,000 500,000 1 ELECTRICITY FOR STREET LIGHTS AND SIGNALS 500,000
500,000
4299 SERVICES-OTHER 1,300 755 1,300 1,181 1,326 1,200 1,100 1,300 1,400 1 UNIFORMS 1,300
1,300
4311 FOOD & CLOTHING 0 443 0 630 0 284 120 0 0
4321 COMPUTER SUPPLIES 0 0 510 0 0 49 49 0 0
4331 PAINT & RELATED SUPPLIES 2,500 2,529 5,000 5,994 5,000 3,152 5,000 5,000 5,000 1 PAINT FOR USA MARKINGS AND GRAFFITI REMOVAL WIPES 5,000 5,000
4334 ROCK ASPHALT SAND ETC 4,000 11,234 4,000 5,744 4,080 3,963 3,500 4,080 4,080 1 ROAD BASE, SAND, ASPHALT 4,080
4,080
4335 PLUMBING SUPPLIES & PARTS 0 258 0 0 0 0 0 0 0
May 29, 2025 2 of 4
PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515121 STREET MAINTENANCE

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
4337 ELECTRICAL SUPPLIES&PARTS 25,000 52,656 30,000 49,017 30,000 68,634 72,000 30,000 30,000 1 ST LIGHT POLE REPAIR PARTS INCLUDING POLES, INCLUDES 30,000 30,000
4339 CONSTR/MAINT SUPPLIES-OTH 1,000 3,599 2,000 5,045 2,000 2,530 2,000 2,000 2,000 1 LUMBER, HARDWARE ITEMS 2,000
2,000
4343 SAFETY EQUIPMENT 1,500 7,180 3,000 3,955 3,000 8,579 3,000 3,000 3,000 1 TRAF.CNTRL SIGNS, CONES, DELINEATORS, EVENT BARRICADES 2,500 2 SAFETY JACKETS AND RAINGEAR 500
3,000
4345 SIGNS-SAFETY & STREET 10,000 20,627 24,490 29,847 25,000 10,345 25,000 25,000 25,000 4349 MINOR TOOLS & EQUIP-OTHER 2,000 2,146 2,000 1,420 2,000 405 2,000 2,000 2,000 1 POWER AND HAND TOOLS 2,000
2,000
4432 UNCOLLECTIBLE ACCOUNTS 5,000 0 5,000 41,670 5,100 31,494 5,100 5,100 5,100 OPERATING COSTS SUB-TOTAL 858,425 983,578 1,042,700 1,085,711 1,245,298 1,155,536 1,250,359 946,288 896,388 5819 VEHICLES - OTHER 134,631 134,631 115,940 115,940 115,940 106,278 115,940 130,659 164,642 5822 TECHNOLOGY CHARGES 34,057 34,057 32,250 32,250 32,250 29,562 32,250 36,467 37,126 5823 BUILDING OCCUPANCY CHRG 16,760 16,760 18,107 18,107 18,717 17,157 18,717 19,896 20,573 5826 RETIREE BENEFIT CHARGES 10,015 10,015 9,552 9,552 9,695 8,887 9,695 16,749 18,839 5827 GENERAL LIABILITY CHG 26,496 26,496 19,877 19,877 20,387 18,688 20,387 21,377 23,703 OVERHEAD COSTS SUB-TOTAL 221,959 221,959 195,726 195,726 196,989 180,573 196,989 225,148 264,883 110515121 TOTAL 1,639,672 1,760,549 1,800,032 1,901,828 2,043,375 1,919,227 2,146,089 2,009,404 2,018,842 FUND 110 TOTAL 1,639,672 1,760,549 1,800,032 1,901,828 2,043,375 1,919,227 2,146,089 2,009,404 2,018,842 May 29, 2025 3 of 4
PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515171 ENGINEERING SERVICES

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
4098 APPROPRIATION (NON-SPEC) 0 0 -13,328 0 -13,662 0 -13,662 0 0 4111 FULL TIME 241,883 243,004 312,037 377,555 341,368 196,803 236,745 383,793 401,673 4113 OVERTIME 0 5,898 0 3,178 0 28 28 0 0
4123 SPECIAL PAY 0 0 679 156 679 0 679 279 285
41230045 VACATION PAYOFF 500 3,219 305 5,724 305 1,026 305 3,083 3,145 41230064 COMP TERMINATION PAYOFF 0 103 0 0 0 241 0 35 36 41230137 HOLIDAY BANKS PAID 0 711 0 1,037 0 158 0 583 595 41230190 UNIFORM ALLOWANCE 0 0 41 0 41 0 0 0 0
41230196 FITNESS/WELLNESS PROGRAM 993 2,531 1,630 2,075 1,775 1,350 2,287 1,975 1,975 4131 RETIREMENT PERS 70,702 78,216 89,303 109,399 106,259 62,926 75,620 105,127 112,999 4131A PERS COST SHARING 0 0 0 -548 0 -450 0 0 0
4134 WORKERS' COMPENSATION 16,375 16,375 14,640 17,405 16,436 9,073 10,914 16,503 17,272 4141 MEDICARE 3,843 3,737 5,001 5,584 5,455 2,798 3,368 6,207 6,467 4151 FLEXIBLE BENEFITS 21,001 33,575 33,040 42,116 33,040 22,918 27,430 40,202 40,202 4152 TUITION REIMBURSEMENT 0 0 0 0 0 0 0 5,000 5,000
1 W. WHITMAN 5,000
5,000
4153 AUTOMOBILE ALLOWANCE 2,400 0 0 1,574 0 1,046 1,161 2,400 2,400 4155 TECHNOLOGY REIMBURSEMENT 0 0 125 0 125 0 0 125 125 EMPLOYEE COSTS SUB-TOTAL 357,697 387,368 443,473 565,255 491,821 297,917 344,875 565,312 592,174 4212 TELEPHONE & FAXES 2,800 1,111 4,200 1,888 3,386 1,831 2,000 2,656 2,656 1 CELL PHONES 2,800
2,800
4221 TRAINING 0 1,830 5,000 3,915 5,100 2,810 5,100 2,600 2,600 May 28, 2025 1 of 9
PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515171 ENGINEERING SERVICES

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
1 APWA WORKSHOPS, CEQA, ETC (FY25-26 $2500) 2,500
2,500
4222 MEMBERSHIPS 750 50 1,000 304 1,000 125 500 500 500 1 PW ASSOC, SOC OF CIV ENG, PROF ENG, ETC (FY25-26 $500) 500 500
4232 SUBSCRIPTIONS 50 108 150 0 153 100 150 150 150
1 ENR (FY25-26 $150) 150
150
4233 BOOKS MANUALS & PAMPHLETS 250 98 250 98 255 0 0 200 200 1 SUBDIVISION MAP ACT 200
200
4244 LEGAL 0 3,563 0 0 0 0 0 0 0
4249 PROFESSIONAL SVC-OTHER 175,500 172,600 175,500 191,177 179,010 210,502 175,500 175,500 175,500 1 TE SVCS, ICC COMMS SUPPORT 150,000
2 ADAPTIVE TRAFFIC CONTROL SYSTEM PROG 25,500
175,500
4271 MILEAGE REIMBT - AUTO 0 129 500 190 500 268 500 250 250 4279 TRAVEL & MEETING EXPENSE 360 501 360 0 367 144 0 0 0 1 CITY ENGINEER ASSOCIATION MEETINGS 360
360
4311 FOOD & CLOTHING 100 690 1,300 439 1,075 55 500 500 500 1 VEST, HARD HATS, ETC. (FY25-26 $100) 100
2 CIP MEETINGS (FY25-26 $400) 400
500
4321 COMPUTER SUPPLIES 500 69 500 616 510 0 510 510 510 1 MISC COMPUTER SUPPLIES 500
500
4329 OFFICE SUPPLIES-OTHER 1,700 2,314 1,700 1,760 1,734 732 1,734 1,700 1,700 1 PLOTTER PAPER AND INK ($3,400/YEAR) (PW, IT, CD) 1,200 2 MISC 500
1,700
4349 MINOR TOOLS & EQUIP-OTHER 50 0 50 0 51 0 0 0 0
4641 MOBILE EQUIPMENT 0 0 23,333 0 23,333 0 23,333 0 0
1 DP: FIELD INSPECTOR POSITION VEHICLE PURCHASE 23,333
23,333
OPERATING COSTS SUB-TOTAL 182,060 183,062 213,843 200,388 216,474 216,567 209,827 184,566 184,566 5819 VEHICLES - OTHER 6,988 6,988 9,867 9,867 9,867 9,045 9,867 1,744 6,231 May 28, 2025 2 of 9
PUBLIC WORKS | FY 2025-27 Requested Budget Worksheets
110515171 ENGINEERING SERVICES

ACCOUNT TITLE
FY 22-23
BUDGET
FY 22-23

ACTUALS
FY 23-24
BUDGET
FY 23-24

ACTUALS
FY 24-25
BUDGET
FY 24-25

ACTUALS
FY 24-25 YE

ESTIMATE
FY 25-26
BUDGET
FY 26-27
BUDGET
5822 TECHNOLOGY CHARGES 18,122 18,122 17,161 17,161 17,161 15,731 17,161 26,185 26,657 5823 BUILDING OCCUPANCY CHRG 13,221 13,221 14,396 14,396 14,852 13,614 14,852 16,052 16,690 5826 RETIREE BENEFIT CHARGES 8,109 8,109 9,223 9,223 9,419 8,634 9,419 12,027 13,639 5827 GENERAL LIABILITY CHG 21,455 21,455 19,191 19,191 19,865 18,210 19,865 17,278 19,936 OVERHEAD COSTS SUB-TOTAL 67,895 67,895 69,838 69,838 71,164 65,234 71,164 73,286 83,153 110515171 TOTAL 607,652 638,324 727,154 835,481 779,459 579,718 625,866 823,164 859,893 FUND 110 TOTAL 607,652 638,324 727,154 835,481 779,459 579,718 625,866 823,164 859,893 May 28, 2025 3 of 9
Actual Adopted Estimated Budget Budget
FY 2023-24 FY 2024-25 FY 2024-25 FY 2025-26 FY 2026-27
Beginning Balance 7/1 1,215,015 $ 1,499,607 $ 1,499,607 $ 80,666 $ 80,666 $ Resources
Revenues
State Gasoline Taxes 1,323,262 1,379,460 1,379,460
Interest 24,253 8,600 8,600
Total Resources 1,347,515 1,388,060 1,388,060 - -
Total Available 2,562,530 2,887,667 2,887,667 80,666 80,666 Requirements
Expenditures 2,464 1,700 1,700
Transfers-out
General Fund (110) 450,000 450,000 450,000
Capital Improvement (510) 610,458 705,000 2,355,301
Total Requirements 1,156,700 1,062,922 2,807,001 - -
Ending Balance 6/30 $ 1,499,607 $ 1,730,967 $ 80,666 $ 80,666 $ 80,666 2 2 0 G A S T A X F U N D
This fund is used to account for revenues received and expenditures made for street improvements and street maintenance.

Financing is provided by the City's share of State gasoline taxes pursuant to the California State Constitution and authorized by the State Legislature.

DRAFT VERSION

BUDGET KICK-OFF

FINAL REPORT

UPDATED CITYWIDE

PAVEMENT MANAGEMENT PLAN
OC Go
2025-2032
Submitted to:

City of Brea, CA
May 28, 2025
May 28, 2025
Mr. Ryan Chapman, P.E.

City Engineer

CITY OF BREA
1 Civic Center Circle
Brea, CA 92821
Subject: City of Brea – OCTA Pavement Management Compliance Report 2025 Dear Ryan:

As part of the 2025 Update of the Pavement Management Plan (PMP) for the City of Brea, Bucknam Infrastructure Group, Inc. is pleased to submit the PMP Final Report required by the Orange County Transportation Authority (OCTA). This data/report will be submitted to OCTA as part of the City’s required biennial PMP prior to June 30, 2025.

The information contained in this report was used to develop the recommended improvement program for the pavement network. The report covers the following categories:
• Pavement Management Plan Certification
• Quality Assurance / Quality Control (QA/QC) Plan
• Pavement Management Data Files (electronic Brea.e70 file format) • Pavement Management Plan that includes the following:
• Average Pavement Conditions For Each Segment in the Network (PCI Report) The Pavement Condition Index report shows the present condition of each street in the pavement network (MPAH and Locals). In addition, the report shows the basic geometry of each street segment.
• Seven-year Projected PCI Under Existing Funding Levels This report identifies the projected PCI’s based on the local agencies current funding programs. This report details the PCI projects for the entire network, MPAH roadways and Local streets.
• Seven-year Plan for Road Maintenance and Rehabilitation (Forecast Maintenance & Rehabilitation (FMR) Report
The Forecast Maintenance & Rehabilitation (FMR) Report projects the street maintenance activities required for the next seven years, broken down to show maintenance levels for all streets. This includes all scheduled projects provided by the City for fiscal years 2025 through 2032.
• Alternative Funding Levels
OCTA has requested two reports indicating the necessary funding to maintain the City’s current weighted average PCI as well as the necessary funding to improve the weighted average PCI by one PCI point over the next seven years. • Backlog by Fiscal Year (re: unfunded restoration, rehabilitation and reconstruction) • Percentage of total network in each of the five condition categories based on centerline mileage
• Local Match Reduction Reporting
 In order to be eligible for Local Match Reduction of 10%, the following must be submitted:
o Measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one PCI point.
o No reduction in the overall weighted (by area) average PCI in the MPAH or local street categories
- or –
o Have road pavement conditions, for the overall network, during the previous reporting period within the highest twenty (20%) of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher, otherwise defined as in “good condition”.

These reports will be submitted to the City of Brea as part of the biennial Pavement Management Plan that is due prior to June 30, 2025. These reports will be packaged in a way that it will be easy for staff to review.

All comments received from the City have been incorporated in the reports that follow. All of the City’s issues and needs that were brought to our attention are included in the report. It has been a pleasure working with you and the City on updating your Pavement Management Plan. We look forward to the continued success of this project and future teamwork with City staff.

Sincerely,
Bucknam Infrastructure Group, Inc.

Peter J. Bucknam
Project Manager
Infrastructure Management – GIS Services
City of Brea, CA Page i
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025

AGENCY SUBMITTAL TABLE OF CONTENTS
I. Pavement Management Plan Certification.............................................................................. 2 II. Executive Summary ................................................................................................................. 3 III. Background ...................................................................................................................... 4 IV. Current Pavement Conditions (PCI)......................................................................................... 7 V. Projected Pavement Conditions (PCI)...................................................................................... 8 VI. Alternative Funding Levels....................................................................................................... 9 a. Maintain Existing Average Network PCI ................................................................ 9 b. Improve Average Network PCI............................................................................... 9 VII. Current and Projected Backlog by Year of Pavement Maintenance Needs............................ 9 VIII. Centerline Mileage................................................................................................................. 10 IX. Percentage of Network in Each of Five Condition Categories Based on Centerline mileage 10 X. Reduction in M2 Local Match................................................................................................ 11 XI. Appendix A – Seven-Year Road Maintenance and Rehabilitation Plan Based on Current or Expected Funding Level .............................................................................. 12 XII. Appendix B – Complete Street Listing Current Conditions.................................................... 13 XIII. Appendix C – GIS Digital Data ................................................................................................ 14 XIV. Appendix D – Quality Assurance / Quality Control Plan........................................................ 15 • Introduction ......................................................................................................... 15 • Objectives ............................................................................................................ 15 • Structure of QA/QC Plan...................................................................................... 16 • Condition Survey Procedures............................................................................... 16 • Accuracy Required for Data Collection................................................................ 17 • Random and Systematic Re-Inspections.............................................................. 17 • PCI Comparison with Past Surveys....................................................................... 18 • Inspector Qualifications and Experience ............................................................. 18 • Safety Procedures................................................................................................ 18 XV. Appendix E – Pavement Management Data Files............................................................. 19 XVI. Appendix F – GIS Maps – Current Conditions................................................................... 20 City of Brea, CA Page 1
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025

CITY OF BREA PAVEMENT MANAGEMENT PLAN
- part of -

COUNTYWIDE PAVEMENT MANAGEMENT PLAN GUIDELINES
(OCTA Guideline – March 2025)
Prepared by: Bucknam Infrastructure Group, Inc.

Submitted to OCTA: June 30, 2025

City of Brea, CA Page 3
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
II. EXECUTIVE SUMMARY
2025 UPDATE OF PAVEMENT MANAGEMENT PLAN (PMP)
As the City of Brea’s infrastructure continues to mature Public Works priorities such as Local street maintenance and Arterial rehabilitation are key projects to City staff. With the City mostly built-out, wear and tear on the infrastructure will occur at an ever increasing rate. Pavement aging through annual weathering, dynamic and static vehicle loading, and increased usage, compounded with the increased cost of performing maintenance and rehabilitation, add to the yearly operational budget of the pavement network. System sustainability can only be achieved through proactive scheduling and the implementation of cost-efficient pavement applications.

In the upcoming years as the City continues to build upon this study through future inspections and maintenance work history, Brea pavement data will continue to provide reliable data. This will enhance the PMP through detailed Orange County Transportation Authority (OCTA) OC Go funding analysis, City specific budgetary reporting and level of service reporting.

The Brea PMP has been developed to assist City personnel by providing current data on the City’s street network and to develop cost-effective maintenance strategies to maintain a desirable level of pavement performance on a network scale, while optimizing the expenditure of limited fiscal resources. The project consisted of analyzing the City’s 2023 dataset for quality and usability. In doing this, we were tasked to generate an updated Capital Improvement Program report that identified recommendations and deficiencies in the current operating and maintenance efforts put forth by the City.

We surveyed all designated arterial, collector (MPAH) and 25% of the Local routes this past winter/spring to assist the City in being compliant with OCTA – OC Go March 2025 guidelines. Additionally, we updated the City’s unique Pavement Management – GIS layer that will continue to assist the City in analyzing pavement conditions and other attribute information through the use of MyRoads® and ESRI ArcMap.

Bucknam Infrastructure Group reviewed the City’s previous maintenance efforts, current 2025-26 and proposed FY 2026-2032 projects. These street improvements/locations are essential historical pavement data that are utilized to generate a more accurate recommended CIP and opportunities for improvement in the current operating efforts put forth by the City. The result of these work efforts is this report.

City of Brea, CA Page 4
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
III. BACKGROUND – CITY OF BREA PMP
In late 1990, voters throughout Orange County approved a ½-cent sales tax for transportation improvements known as OC Go, formerly known as Measure M2. Funding for streets and roads are included within the sales tax and are distributed to locals agencies through both formula and a competitive method. In late 2006, the renewal of OC Go was approved by voters that would continue the ½-cent sales tax for thirty additional years, starting in 2011.

The primary of goal of this report is to comply with established guidelines from OCTA to ensure that field data collection and reporting efforts performed by outside consultants or local agency staff are consistent.

This is required in order that funding allocations can be reviewed and based on agency comparable pavement conditions. Specifically, our findings and recommendations provide Public Works administrators, managers and field personnel with:
* PMP report consistent with OCTA OC Go guidelines
* the present condition status of the pavement network (arterial, collector, residential and industrial streets), as a whole and of any grouping or individual component within the City; * a ranked list of all streets, or segments of streets, by condition within the network; * rehabilitation/maintenance needs of each street segment by year; * an optimized priority maintenance and rehabilitation program based on cost/benefit analysis and various levels of funding
* optimum annual pavement expenditure levels for pavement maintenance for the next seven (7) years;
* prediction of the life-cycle performance of the City’s pavement network and each individual street section; and
* pavement condition data and analysis presented in GIS through MyRoads® and ESRI ArcGIS Pavement is a dynamic structure where deterioration is constantly occurring; thus the pavement management system needs to be updated on a regular basis to reflect these changes in pavement conditions, pavement maintenance histories, and maintenance strategies based upon budgetary constraints. In our approach to develop the City’s forecasted maintenance recommendations we worked with Brea Public Works/Engineering staff in identifying unit costs for maintenance practices used on an annual basis. Currently, based upon the City’s maintenance/rehabilitation practices/unit costs, the total replacement value of the Brea pavement network is $258,817,800. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Brea. The City’s use of slurry seal, AC Overlay and R&R practices are typically applied at a five year, ten year and 25 year frequency respectively subject to funding availability (source; PMP industry guidelines/recommendations).

These frequencies are preferred but if not implemented the City may see increases in deterioration rates due to environmental, load and high average daily traffic (ADT) volumes. For example, high ADT volumes along one of Brea’s arterial streets will increase deterioration rates for a previously applied AC Overlay compared to a small local street. These deterioration rates are monitored through frequent inspections and functional class deterioration analysis within the City’s PMP database.

City of Brea, CA Page 5
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025

FINDINGS AND RECOMMENDATIONS
Through our assessment of historical maintenance performed within the City as well as the conditional data found across the network, it clearly shows that more proactive and creative funding mechanisms need to occur on the Brea PMP network. Pavement management involves frequent preventative maintenance; as pavement deteriorates through heavy traffic impacts, weathering and time, preventative maintenances (such as slurry seal, stop gap, etc.) have limited benefits. More aggressive maintenance applications have to be used.

Our study has shown, at a minimum, that key overlay projects will be needed immediately over the next several years to maintain the network’s level of condition. Currently, the City’s two major streets networks (Arterial & Local) hold above average weighted PCI values; it is our recommendation that a proactive, common sense overlay program and a continued slurry seal program be scheduled over the next several fiscal years. This will ensure that the citywide weighted PCI will sustain itself and allow for routine slurry seal maintenance to continue. We have found and recommend the following detailed items which should be reviewed and considered for a proactive approach to the future management of the PMP.

ARTERIAL / COLLECTOR (MPAH) FINDINGS AND RECOMMENDATIONS The actual workload requirements identified indicate that the Arterial (MPAH) street network is currently in “Good” condition. To maintain this condition, it is essential that preventive maintenance and overlay activities are funded at the levels identified on page 9 to maintain a “Good” network weighted average PCI value. Our MPAH findings for conditional data and recommendations for revenue expenditures are shown below:
• The MPAH network has a weighted PCI of 78.7;
• The MPAH network consists of 31.2 centerline miles and 8,172,881 SF of pavement; • Currently, 48% of the MPAH network (14.9 centerline miles) qualify for slurry seal/stop gap maintenance; 8% of the Arterial network (2.4 centerline miles) qualify for rehabilitation/reconstruction maintenance;
• At a minimum, MPAH maintenance projects should focus on the maintaining the current PCI above a weighted average of 80 over the next 7 years;
o Maintain Arterial PCI by providing revenues at the $2,752,000/yr level for the term of the CIP to generate the projects identified on page 9 (Maintain Existing Average Network PCI); • Increase funding and develop a proactive approach to identify MPAH overlay projects based on the deterioration modeling within MicroPAVER;
o Increasing current funding levels will improve the MPAH weighted PCI of 78.7 to 79.4 and decrease the citywide backlog from $22.4 million to $4.0 million over the next seven years;
City of Brea, CA Page 6
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
• Perform pavement inspections on the MPAH network every two years to continue the City’s solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for Measure M2.
• Implement True Area Calculation technologies across all MPAH Arterial/Collector routes to improve the accuracy of CIP Engineering cost projections

LOCAL FINDINGS AND RECOMMENDATIONS
The actual workload requirements identified indicate that the Local street network is currently in “Good” condition. To maintain this condition, it is critical that preventive maintenance and overlay activities are funded at the levels identified on page 9 to maintain a “good” network weighted average PCI value. Our Local network findings for conditional data and recommendations for revenue expenditures are shown below:
• The Local network has a weighted PCI of 82.9;
• The Local network consists of 93.2 centerline miles and 17,680,008 SF of pavement; • Currently, 31% of the Local network (29.3 centerline miles) qualifies for slurry seal/stop gap maintenance; 8% of the Local network (7.3 centerline miles) qualify for rehabilitation/reconstruction maintenance;
o With Local conditions showing approximately nine (9) miles of streets in need of major rehabilitation or reconstruction a proactive and aggressive Local CIP program needs to be implemented and sustained;
• At a minimum, Local maintenance projects should focus on the maintaining the current PCI above a weighted average of 82 over the next 7 years;
o Maintain Local PCI by providing revenues at the $3,731,000 Million/yr level for the term of the CIP to generate the projects identified on page 9 (Maintain Existing Average Network PCI);
• Increase funding and develop a proactive approach to identify Local overlay projects based on the deterioration modeling within MicroPAVER;
o Increase current funding levels will improve the Local PCI of 82.9 to 84.2 and decrease the citywide backlog from $22.4 million to $4.0 million over the next seven years; • Perform pavement inspections on the Local network every year (following the City’s maintenance zone schedule) to continue the City’s solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for Measure M2; • Implement True Area Calculation technologies across all Local routes to improve the accuracy of CIP/maintenance engineering cost projections
City of Brea, CA Page 7
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
IV. CURRENT PAVEMENT CONDITION INDEX (PCI)
City of Brea, CA Page 8
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
V. PROJECTED PAVEMENT CONDITIONS (PCI)
The City’s projected annual budgets are funded through Gas Tax, RMRA, M2 and Traffic Impact revenues.

City of Brea, CA Page 9
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
VI. ALTERNATIVE FUNDING LEVELS
Maintain Existing Average Network PCI
Improve Average Network PCI
VII. CURRENT AND PROJECTED BACKLOG BY YEAR OF PAVEMENT

MAINTENANCE NEEDS

DEFERRED MAINTENANCE
Delaying repairs on streets where pavement conditions indicate a need generates deferred maintenance or “backlog”. Deferred maintenance is work that is postponed to a future budget cycle, or until funds are available. As maintenance is deferred, the opportunity to apply preventive, life extending pavement treatments is forfeited and the ultimate cost of rehabilitation multiplies (i.e. slurry seal costs to overlay costs). By using the City’s pavement maintenance applications and their associated unit costs, when a budgetary model is exercised within the PMP software the amount of deferred maintenance is calculated. Based upon the available budget applied to the model, deferred maintenance will increase or decrease.

As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiples.

City of Brea, CA Page 10
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
In the case of Brea, the City’s projected annual funding through FY 2031-32 will continue to generate a increase in the amount of deferred maintenance on the network from a level of $22.4 million to $51.8 million FY 2032.

VIII. CENTERLINE MILEAGE
IX. PERCENTAGE OF NETWORK IN EACH OF FIVE CONDITION CATEGORIES

BASED ON CENTERLINE MILES
City of Brea, CA Page 11
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
X. REDUCTION IN M2 LOCAL MATCH
A local agency match reduction of 10% of the eligible cost for projects submitted for consideration of funding through the M2 Comprehensive Transportation Funding Programs (CTFP) call for projects is available if the local agency either:
a. Shows measurable improvement of paved road conditions during the previous reporting period defined as an overall weighted (by area) average system improvement of one Pavement Condition Index (PCI) point with no reduction in the overall weighted (by area) average PCI in the Master Plan of Arterial Highways (MPAH) or local categories:
or
b. Have road pavement conditions during the previous reporting period, within the highest 20% of the scale for road pavement conditions in conformance with OCTA Ordinance No. 3, defined as a PCI of 75 or higher, otherwise defined as in “good condition”.

Road conditions found through our 2025 PMP management study shows that the City is eligible for Local Match Reduction based on the current network weighted PCI of 81.6.

City of Brea, CA Page 12
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
XI. APPENDIX A – SEVEN YEAR ROAD MAINTENANCE AND REHABILITATION

PLAN BASED ON CURRENT OR EXPECTED FUNDING LEVEL
City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ Arterials / Collectors (MPAH)
2025-26 40 1490 Birch St Kraemer Blvd Ranger Ave A AC 1,228 70 89,460 58 65 31 4 Grind - ARHM $524,236 2025-26 40 1500 Birch St Ranger Ave Flower Hill St A AC 1,062 70 74,340 59 48 45 7 Grind - ARHM $435,632 2025-26 40 1510 Birch St Flower Hill St Voyager Ave A AC 713 74 54,762 48 47 36 17 Grind - ARHM $320,905 2025-26 40 1515 Birch St Voyager Ave Flower Hill St A AC 713 28 21,464 55 45 30 25 Grind - ARHM $125,779 2025-26 40 1520 Birch St Voyager Ave Valencia Ave A AC 1,770 28 55,060 69 57 43 0 Type II Slurry $30,834 2025-26 40 1525 Birch St Valencia ave Voyager Ave A AC 1,770 28 55,060 78 22 76 2 Type II Slurry $30,834 2025-26 212 1700 Lambert Rd Pomelo Ave State College Blvd A AC 510 102 52,020 82 25 75 0 Type II Slurry $29,131 2025-26 212 1710 Lambert Rd State College Blvd 57 Freeway SB/Ramp A AC 463 64 29,632 93 39 61 0 Stop Gap Preventive $4,445 2025-26 212 1715 Lambert Rd 57 Freeway SB/Ramp State College Blvd A AC 463 44 20,147 72 6 43 51 Type II Slurry $11,282 2025-26 212 1720 Lambert Rd 57 Freeway SB/Ramp 57 Freeway NB/Ramp A AC 603 98 59,094 98 0 100 0 Stop Gap Preventive $8,864 2025-26 212 1721 Lambert Rd 57 Freeway NB/Ramp Point Dr A AC 611. 63. 37,518 92 0 100 0 Stop Gap Preventive $5,628 2025-26 212 1725 Lambert Rd Point Dr 57 Freeway NB/Ramp A AC 611 45 27,495 67 22 71 7 Grind - AC Overlay $132,801 2025-26 212 1730 Lambert Rd Pointe Dr Associated Rd A AC 540 41 29,840 70 6 51 43 Type II Slurry $16,710 2025-26 279 10 Palm St City Limit Skywood St A AC 691 60 41,460 60 38 56 6 Grind - AC Overlay $200,252 2025-26 279 20 Palm St Skywood St Kerrwood Ct A AC 191 60 11,460 66 48 31 21 Grind - AC Overlay $55,352 2025-26 279 30 Palm St Kerrwood Ct La Habra Blvd A AC 411 60 31,160 61 49 39 12 Grind - ARHM $182,598 2025-26 279 5 Palm St Moonstone St Lambert Rd A AC 998 30 29,940 44 67 29 4 Grind - ARHM $175,448 $2,290,731
2026-27 26 760 Associated Rd Imperial Hwy Greenbriar Ln A AC 1,195 32 40,240 66 4 54 42 Grind - AC Overlay $202,005 2026-27 26 800 Associated Rd Birch St Country Hills Rd A AC 527 60 31,620 73 0 63 37 Grind - ARHM $192,566 2026-27 26 825 Associated Rd Donnybrook Rd Sleepy Hollow Ln A AC 210 23 5,680 71 0 37 63 Grind - ARHM $34,591 2026-27 26 835 Associated Rd Meadowcreek Rd Donnybrook Rd A AC 348 23 8,004 69 0 35 65 Type II Slurry $4,642 2026-27 26 860 Associated Rd Windwood Ln Woodhill Ln A AC 595 60 35,700 73 0 56 44 Type II Slurry $20,706 2026-27 51 590 Brea Blvd Canyondale Dr Canyon Country Rd A AAC 805 56 42,680 72 51 36 13 Type II Slurry $24,754 2026-27 51 600 Brea Blvd Canyon Country Rd City Limit A AAC 425 50 20,600 68 73 22 5 Grind - ARHM $125,454 2026-27 78 1820 Central Ave Roscoe St De Jur St A AC 875 60 13,800 63 65 28 7 Grind - ARHM $84,042 2026-27 78 1830 Central Ave De Jur St Puente St A AC 798 70 53,085 70 48 40 12 Grind - ARHM $323,288 2026-27 78 1890 Central Ave Tamarack Ave Brea Blvd A AC 1,529 80 118,370 71 38 53 9 Type II Slurry $68,655 2026-27 143 3060 Elm St Property Line Sievers Ave C AC 141. 32. 4,314 40 63 37 0 Grind - ARHM $26,272 2026-27 143 3130 Elm St Magnolia Ave Sycamore Ave C AC 295. 37. 10,915 70 0 88 12 Type II Slurry $6,331 2026-27 300 130 Puente St Lambert Rd Beacon St A AAC 743 80 57,690 73 20 62 18 Type II Slurry $33,460 2026-27 300 160 Puente St Columbia St Central Ave A AAC 703 80 56,240 74 4 95 1 Type II Slurry $32,619 2026-27 300 210 Puente St Wardman Dr Baywood Dr A AC 972 36 39,492 74 30 70 0 Type II Slurry $22,905 2026-27 315 4850 Rose Dr Blake Rd Vesuvius Dr A AAC 503 45 22,635 67 37 63 0 Grind - AC Overlay $113,628 2026-27 348 670 State College Blvd Avocado St Redbud St A AAC 593 60 35,580 72 43 57 0 Type II Slurry $20,636 $1,336,555
2027-28 39 280 Berry St Imperial Hwy Mercury Ln A AAC 843 60 51,885 90 41 56 3 Type II Slurry $31,650 2027-28 39 290 Berry St Mercury Ln Railroad Tracks A AAC 493 60 29,580 73 6 94 0 Grind - AC Overlay $154,408 2027-28 39 300 Berry St Railroad Tracks Vanguard Way A AAC 847 60 50,820 73 56 44 0 Grind - ARHM $322,199 2027-28 39 310 Berry St Vanguard Way Lambert Rd A AAC 417 60 25,020 70 38 54 8 Grind - AC Overlay $130,604 2027-28 39 320 Berry St Lambert Rd Berry Way A AAC 687 60 41,220 74 24 74 2 Grind - AC Overlay $215,168 2027-28 39 330 Berry St Berry Way Apollo St A AAC 553 60 33,180 72 0 64 36 Grind - AC Overlay $173,200 2027-28 39 340 Berry St Apollo St Challenger St A AAC 363 60 21,780 73 19 66 15 Grind - AC Overlay $113,692 2027-28 39 350 Berry St Challenger St Explorer St A AAC 120 64 7,680 75 0 100 0 Type II Slurry $4,685 2027-28 39 360 Berry St Explorer St Columbia St A AAC 393 60 23,580 81 0 100 0 Type II Slurry $14,384 2027-28 39 370 Berry St Columbia St Central Ave A AAC 480 80 37,000 77 0 95 5 Type II Slurry $22,570 2027-28 39 380 Berry St Central Ave Salveson Rd. A AC 1,160 27 34,820 77 0 100 0 Type II Slurry $21,240 2027-28 39 381 Berry St Salveson Rd. Central Ave A AC 1,160 27 33,320 77 0 100 0 Type II Slurry $20,325 2027-28 39 390 Berry St Salveson Rd. Stonebridge Ln A AC 1,296 80 102,080 82 8 88 4 Type II Slurry $62,269 2027-28 39 400 Berry St Stonebridge Dr Amber Hill Dr A AC 743 32 23,776 76 21 69 10 Type II Slurry $14,503 2027-28 39 401 Berry St Amber Hill Dr Stonebridge Dr A AC 736 32 23,552 83 15 79 6 Type II Slurry $14,367 2027-28 39 410 Berry St Amber Hill Dr Northwood Ave A AC 828 32 28,496 78 0 64 36 Type II Slurry $17,383 2027-28 39 411 Berry St Northwood Ave Amber Hill Dr A AC 940 32 32,080 80 25 69 6 Type II Slurry $19,569 2027-28 39 415 Berry St Northwood Ave End A AC 145 80 8,200 59 34 63 3 Grind - AC Overlay $42,804 $1,395,018
2028-29 40 1360 Birch St Brea Blvd Orange Ave A AC 351 22 5,672 86 38 57 5 Grind - ARHM $37,378 2028-29 40 1365 Birch St Orange Ave Brea Blvd A AC 296 22 2,512 91 24 76 0 Type II Slurry $1,583 2028-29 40 1370 Birch St Orange Ave Flower Ave A AC 381 60 22,860 85 13 46 41 Grind - ARHM $150,647 2028-29 40 1380 Birch St Flower Ave Redwood Ave A AC 494 60 29,640 68 46 27 27 Grind - ARHM $195,328 $2,200,000
$2 750 000
GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 1 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2028-29 40 1390 Birch St Redwood Ave Laurel Ave A AC 308 60 18,480 69 59 35 6 Grind - ARHM $121,783 2028-29 40 1400 Birch St Laurel Ave Poplar Ave A AC 342 64 21,888 77 61 37 2 Grind - ARHM $144,242 2028-29 40 1410 Birch St Poplar Ave Randolph Ave A AC 1,047 60 61,570 81 0 100 0 Grind - ARHM $405,746 2028-29 40 1420 Birch St Randolph Ave Brea Mall Entrance A AC 1,032 80 80,480 70 58 26 16 Grind - ARHM $530,363 $1,587,071
2029-30 40 1440 Birch St Brea Mall Entrance State College Blvd A AC 1,027 40 41,080 74 77 23 0 Grind - ARHM $281,809 2029-30 40 1445 Birch St State College Blvd Brea Mall Entrance A AC 1,027 40 41,080 66 71 29 0 Grind - ARHM $281,809 2029-30 40 1450 Birch St State College Blvd 57 Freeway A AC 630 25 17,625 62 83 17 0 Grind - ARHM $120,908 2029-30 40 1455 Birch St 57 Freeway State College Blvd A AC 630 30 24,100 64 65 15 20 Grind - ARHM $165,326 2029-30 40 1460 Birch St 57 Freeway Associated Rd A AC 1,487 80 118,960 69 75 12 13 Type II Slurry $78,514 2029-30 40 1470 Birch St Associated Rd Associated Rd A AC 1,707 60 110,920 62 75 13 12 Grind - ARHM $760,911 $1,689,276
2030-31 40 1480 Birch St Associated Rd Kraemer Blvd A AC 2,036 60 127,160 40 84 10 6 Grind - ARHM $745,158 $2,750,000 2030-31 379 1000 Valencia Ave Date St Imperial Hwy A AAC 490 23 16,270 70 0 100 0 Grind - AC Overlay $95,668 2030-31 379 1001 Valencia Ave Imperial Hwy Date St A AC 490 33 17,420 69 7 93 0 Grind - AC Overlay $102,430 2030-31 379 13560 Valencia Ave Lambert Rd Santa Fe Rd A AC 1,389 58 88,037 70 26 74 0 Grind - AC Overlay $517,658 2030-31 379 13570 Valencia Ave Santa Fe Rd Sandpiper Way A AC 832 58 48,256 68 30 51 19 Grind - AC Overlay $283,745 2030-31 379 980 Valencia Ave City Limit Date St A AAC 1,040 60 62,400 80 0 100 0 Grind - AC Overlay $366,912 2030-31 403 11030 Whittier Ave City Limit San Juan Dr C AC 400 36 14,400 68 20 80 0 Grind - AC Overlay $84,672 2030-31 403 11040 Whittier Ave San Juan Dr Havenhurst Dr C AAC 320 36 11,520 67 0 82 18 Grind - AC Overlay $67,738 2030-31 403 11050 Whittier Ave Havenhurst Dr Puente St C AAC 542 36 19,512 64 20 63 17 Grind - AC Overlay $114,731 $2,378,710
2031-32 348 690 State College Blvd Lambert Rd Citrus Pl A AC 558 66 36,828 69 4 64 32 Grind - AC Overlay $225,019 2031-32 348 700 State College Blvd Citrus Pl Balsa Ave A AC 555 60 33,300 78 17 80 3 Type II Slurry $23,643 2031-32 348 710 State College Blvd Balsa Ave Cliffwood Ave A AC 1,396 60 83,760 73 12 72 16 Grind - AC Overlay $511,774 2031-32 348 720 State College Blvd Cliffwood Ave Live Oak St A AC 572 60 34,320 73 12 80 8 Grind - AC Overlay $209,695 2031-32 348 730 State College Blvd Live Oak St Park Ln A AC 637 60 38,220 70 13 55 32 Grind - AC Overlay $233,524 2031-32 348 740 State College Blvd Park Ln Blossom Pl A AC 675 60 40,500 73 14 58 28 Grind - AC Overlay $247,455 $1,451,110
Locals
2025-26 15 6270 Appleblossom Cir End Newhaven Dr E AAC 65 63 3,170 52 49 51 0 Grind - AC Overlay $12,680 2025-26 19 2190 Arovista Ave Imperial Hwy Aspen St E AC 585 44 25,388 78 0 83 17 Type II Slurry $11,425 2025-26 20 2200 Arovista Cir Mariner St End E AC 428 44 20,326 68 21 68 11 Type II Slurry $9,147 2025-26 34 10720 Beacon St Neptune Way Delta Ave E AC 658 44 28,952 62 54 46 0 Grind - AC Overlay $115,808 2025-26 75 6180 Cattail Cir End Cloverdale Dr E AAC 210 44 6,445 56 72 28 0 Grind - AC Overlay $25,780 2025-26 93 10730 Columbia St Puente St Neptune Way E AC 645 44 28,380 60 37 63 0 Cape Seal $113,520 2025-26 93 10740 Columbia St Neptune Way Berry St E AC 2,141 44 93,852 49 67 33 0 Grind - AC Overlay $375,408 2025-26 104 6160 Creekwood Ct End Cloverdale Dr E AAC 185 44 6,139 67 41 59 0 Grind - AC Overlay $24,556 2025-26 133 2130 Eadington Dr Linden Way Catalpa Ave E AC 885 36 31,860 93 0 100 0 Stop Gap Preventive $4,779 2025-26 133 2140 Eadington Dr Catalpa Ave Arovista Ave E AC 285 36 10,260 81 52 48 0 Type II Slurry $4,617 2025-26 138 5400 Edgemont Ln Kraemer Blvd Thistle Rd E AAC 173 46 5,892 85 0 100 0 Type II Slurry $2,651 2025-26 162 5470 Flanders Ct End Ambling Dr E AC 342 32 10,944 78 40 40 20 Type II Slurry $4,925 2025-26 163 2770 Flower Ave Imperial Hwy Birch St E AC 760 36 27,360 55 59 40 1 Grind - AC Overlay $109,440 2025-26 163 2780 Flower Ave Birch St Ash St E AC 561 36 20,196 40 72 28 0 Grind - AC Overlay $80,784 2025-26 184 5350 Hawthorne Ave Sorrel St Covey Ct E AAC 365 32 11,680 64 18 82 0 Cape Seal $46,720 2025-26 341 5340 Sorrel St End Hawthorne Ave E AAC 268 32 8,576 67 19 81 0 Cape Seal $34,304 2025-26 355 6240 Strawberry Ln End Newhaven Dr E AAC 118 44 3,501 57 34 66 0 Cape Seal $14,004 2025-26 366 12140 Tanglewood St Palm St Archwood Ave E AC 117 44 4,196 71 49 41 10 Grind - AC Overlay $16,784 2025-26 366 12150 Tanglewood St Archwood Ave Breezewood Ct E AC 217 36 7,812 65 20 80 0 Grind - AC Overlay $31,248 2025-26 366 12160 Tanglewood St Breezewood Ct Dogwood Ct E AC 220 36 7,920 70 0 100 0 Cape Seal $31,680 2025-26 366 12170 Tanglewood St Dogwood Ct Elkwood Ct E AC 162 36 5,832 69 0 100 0 Cape Seal $23,328 2025-26 369 5280 Thistle Rd Seneca Ct Woodacre St E AAC 275 32 8,800 65 13 87 0 Cape Seal $35,200 2025-26 384 11540 Verbena Ln Olinda Dr City Limit E AC 959 36 34,524 61 42 50 8 Grind - AC Overlay $138,096 $1,266,884
2026-27 1 11720 Acacia St End Lantana Ave E AC 180 33 7,518 76 0 100 0 Type II Slurry $3,533 2026-27 1 11730 Acacia St Lantana Ave Chestnut Ave E AC 357 33 11,261 82 12 88 0 Type II Slurry $5,293 2026-27 1 11790 Acacia St Mulberry Ave Walnut Ave E AC 292 28 8,176 74 9 87 4 Type II Slurry $3,843 2026-27 1 11800 Acacia St Brea Blvd End E AC 794 36 30,096 61 51 49 0 Grind - AC Overlay $125,199 2026-27 3 11950 Alder St Brea Blvd Magnolia Ave E AC 1,248 37 46,176 81 2 98 0 Type II Slurry $21,703 2026-27 3 11960 Alder St Magnolia Ave Fir St E AC 333 37 12,321 78 0 98 2 Type II Slurry $5,791 $2,750,000
$2,750,000
$1,500,000
$500,000
GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 2 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2026-27 3 11970 Alder St Fir St Locust St E AC 320 37 11,840 80 0 98 2 Type II Slurry $5,565 2026-27 3 11980 Alder St Locust St Cherry St E AC 207 37 7,659 80 0 100 0 Type II Slurry $3,600 2026-27 3 11990 Alder St Cherry St Laurel Ave E AC 289 37 10,693 77 0 100 0 Type II Slurry $5,026 2026-27 3 12000 Alder St Laurel ST Laurel Ave E AC 210 37 7,770 77 40 53 7 Type II Slurry $3,652 2026-27 3 12010 Alder St Laurel Ave Poplar Ave E AC 373 37 15,401 63 64 36 0 Grind - AC Overlay $64,068 2026-27 8 10670 Alta Mesa Way End Alta Mesa Dr E AC 400 36 16,200 58 77 20 3 Grind - AC Overlay $67,392 2026-27 8 10680 Alta Mesa Way End Alta Mesa Dr E AC 150 36 5,400 49 52 40 8 Grind - AC Overlay $22,464 2026-27 27 9030 Atlas St Lunar Ave Tamarack Ave E AC 643 44 30,240 70 4 96 0 Type II Slurry $14,213 2026-27 2031 12730 Bobwhite Rd Brea Hills Ave East End E AC 497 32 17,669 68 0 100 0 Type II Slurry $8,304 2026-27 52 1940 Briarwood Dr Puente St Eadington Dr E AC 1,942 37 71,854 88 0 100 0 Type II Slurry $33,771 2026-27 52 1950 Briarwood Dr Briarwood Dr End E AC 90 65 5,985 73 0 100 0 Type II Slurry $2,813 2026-27 52 1960 Briarwood Dr End Briarwood Dr E AC 92 70 6,936 72 0 100 0 Type II Slurry $3,260 2026-27 99 5540 Country Hills Rd Associated Rd Wandering Ln E AC 302 36 13,158 35 80 20 0 Grind - AC Overlay $54,737 2026-27 99 5550 Country Hills Rd Wandering Ln Country Club Dr E AC 342 36 12,312 41 49 48 3 Grind - AC Overlay $51,218 2026-27 99 5560 Country Hills Rd Country Club Dr Kraemer Blvd E AC 1,364 36 49,104 38 80 20 0 Grind - AC Overlay $204,273 2026-27 101 5330 Covey Ct End Hawthorne Ave E AAC 221 32 6,816 68 0 100 0 Type II Slurry $3,204 2026-27 126 6315 Donnybrook Rd End Newhaven Dr E AAC 184 44 5,261 69 62 38 0 Grind - AC Overlay $21,886 2026-27 170 12180 Foxwood Ave Tanglewood St Gatewood Ct E AC 189 36 6,804 68 0 100 0 Type II Slurry $3,198 2026-27 170 12190 Foxwood Ave Gatewood Ct Honeywood Ct E AC 228 36 8,208 65 0 100 0 Cape Seal $34,145 2026-27 170 12200 Foxwood Ave Honeywood Ct Ironwood Ct E AC 230 36 8,280 60 36 64 0 Cape Seal $34,445 2026-27 170 12210 Foxwood Ave Ironwood Ct Kerrwood Ct E AC 190 36 6,840 52 55 45 0 Grind - AC Overlay $28,454 2026-27 2040 12960 Hillside Rd Brea Hills Ave East End E AC 329 32 10,528 68 26 74 0 Type II Slurry $4,948 2026-27 201 10300 Joyce Dr Puente St Berenice Dr E AC 219 36 7,596 42 81 14 5 Grind - AC Overlay $31,599 2026-27 201 10310 Joyce Dr Berenice Dr Poinsettia Ave E AC 235 36 11,960 34 72 28 0 Grind - AC Overlay $49,754 2026-27 205 12100 Kerrwood Ct Palm St Archwood Ave E AC 183 44 7,100 52 48 47 5 Grind - AC Overlay $29,536 2026-27 205 12110 Kerrwood Ct Archwood Ave Merrywood Ct E AC 337 36 12,132 55 41 59 0 Grind - AC Overlay $50,469 2026-27 205 12120 Kerrwood Ct Merrywood Ct Leafwood Ct E AC 174 36 6,264 62 34 66 0 Grind - AC Overlay $26,058 2026-27 205 12130 Kerrwood Ct Leafwood Ct Jaywood Ct E AC 153 36 5,508 69 52 48 0 Type II Slurry $2,589 2026-27 215 5190 Larkspur Ave End Baler Ave E AAC 300 32 9,600 69 24 76 0 Type II Slurry $4,512 2026-27 229 11600 Lotus Pl Vallejo St Sonora St E AC 1,023 36 36,540 46 63 37 0 Grind - AC Overlay $152,006 2026-27 229 8040 Lotus Pl End Buttonwood Dr E AC 437 36 17,244 88 19 81 0 Type II Slurry $8,105 2026-27 230 9020 Lunar Ave Apollo St Atlas St E AC 459 44 22,144 69 19 81 0 Type II Slurry $10,408 2026-27 249 11390 Moonstone St End Palm St E AC 717 44 33,130 56 42 45 13 Grind - AC Overlay $137,821 2026-27 252 6300 Morningflower Cir End Newhaven Dr E AAC 110 63 5,506 68 63 37 0 Grind - AC Overlay $22,905 2026-27 253 4730 Mujica Pl End Tolbert St E AAC 255 36 10,980 70 17 79 4 Type II Slurry $5,161 2026-27 2047 13150 Orange Grove Ln Tangerine Pl North End E AC 258 32 10,021 69 37 63 0 Type II Slurry $4,710 2026-27 295 10360 Poinsettia Ave Joyce Dr Walling Ave E AC 835 36 33,560 45 53 47 0 Grind - AC Overlay $139,610 2026-27 2057 13310 Santa Fe Rd Cardinal St Condor Ave E AC 603 36 21,708 67 30 70 0 Grind - AC Overlay $90,305 2026-27 334 7394 Silver Canyon Way End Apricot Ave E AC 369 29 7,537 56 46 47 7 Grind - AC Overlay $31,354 2026-27 335 6170 Singingwood Ln End Cloverdale Dr E AAC 191 44 5,837 69 7 88 5 Type II Slurry $2,743 2026-27 337 11610 Skywood St Vallejo St Sonora St E AC 1,056 36 39,766 44 60 40 0 Grind - AC Overlay $165,427 2026-27 337 11620 Skywood St Sonora St Palm St E AC 112 36 3,744 44 77 23 0 Grind - AC Overlay $15,575 2026-27 337 7670 Skywood St Buttonwood St Cliffwood Ave E AC 318 36 11,232 83 46 29 25 Type II Slurry $5,279 2026-27 340 11615 Sonora St Skywood St Lotus Pl E AC 207 36 7,102 64 78 22 0 Grind - AC Overlay $29,544 2026-27 340 11625 Sonora St Lotus Pl Blossom Pl E AC 216 36 9,526 67 43 57 0 Grind - AC Overlay $39,628 2026-27 369 5270 Thistle Rd Edgemont Ln Seneca Ct E AAC 124 32 3,968 69 16 84 0 Type II Slurry $1,865 2026-27 375 10750 Tracie Dr End Puente St E AC 764 32 29,660 82 0 100 0 Type II Slurry $13,940 2026-27 381 11560 Vallejo St Skywood St Lotus Pl E AC 222 36 9,742 54 56 44 0 Grind - AC Overlay $40,527 2026-27 381 11570 Vallejo St Lotus Pl Blossom Pl E AC 213 36 7,668 60 49 51 0 Grind - AC Overlay $31,899 2026-27 381 11580 Vallejo St Blossom Pl City Limit E AC 107 36 3,564 56 63 37 0 Grind - AC Overlay $14,826 2026-27 391 10320 Walling Ave Puente St Berenice Dr E AC 254 36 8,856 52 40 59 1 Grind - AC Overlay $36,841 2026-27 391 10330 Walling Ave Berenice Dr Poinsettia Ave E AC 247 36 10,642 50 54 46 0 Grind - AC Overlay $44,271 2026-27 391 10850 Walling Ave City Limit De Lay St E AC 153 37 5,661 77 0 100 0 Type II Slurry $2,661 2026-27 391 10860 Walling Ave De Lay St De Jur St E AC 356 37 13,172 76 0 91 9 Type II Slurry $6,191 2026-27 391 10870 Walling Ave De Jur St Lockhaven Dr E AC 694 37 29,178 60 58 42 0 Grind - AC Overlay $121,380 2026-27 391 10880 Walling Ave Lockhaven Dr Puente St E AC 256 37 9,176 73 60 40 0 Type II Slurry $4,313 2026-27 403 11055 Whittier Ave Bexley Ln End E AC 410 35 15,970 84 0 100 0 Type II Slurry $7,506 2026-27 403 22220 Whittier Ave Whittier Ave North End E AC 95 57 5,565 69 56 44 0 Type II Slurry $2,616 $2,223,929
2027-28 2 6230 Acorn Cir End Newhaven Dr E AAC 100 63 4,876 74 24 76 0 Type II Slurry $2,389 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 3 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2027-28 2108 15011 Alley E/O Brea Bl Elm St Date St O AAC 660 20 12,960 84 0 100 0 Type II Slurry $6,350 2027-28 2108 15012 Alley E/O Brea Bl Date St Imperial Hwy O AAC 570 20 9,300 78 0 63 37 Type II Slurry $4,557 2027-28 2116 15026 Alley E/O Orange Av Lambert Rd Cypress St O AC 800 20 13,600 63 66 34 0 Grind - AC Overlay $58,888 2027-28 2109 15023 Alley S/O Imperial Hwy 300 Imperial Hwy Sycamore Ave O AC 500 20 8,500 88 62 38 0 Type II Slurry $4,165 2027-28 2109 15055 Alley S/O Imperial Hwy Walnut Ave Alley W/O Walnut Ave O AC 182 23 4,186 65 6 76 18 Grind - AC Overlay $18,125 2027-28 2103 15004 Alley W/O Brea Bl Date St Imperial Hwy O AAC 580 20 11,600 73 30 26 44 Type II Slurry $5,684 2027-28 2100 15001 Alley W/O Flower Ave Birch St South End O AC 340 19 5,270 59 8 90 2 Grind - AC Overlay $22,819 2027-28 2112 15019 Alley W/O Laurel Ave Imperial Hwy Birch St O AC 1,100 20 22,000 79 71 22 7 Type II Slurry $10,780 2027-28 2115 15024 Alley W/O Magnolia Ave 300 Imperial Hwy Date St O AC 500 20 8,500 89 20 76 4 Type II Slurry $4,165 2027-28 2115 15025 Alley W/O Magnolia Ave Date St Magnolia Ave O AC 610 20 12,200 71 74 14 12 Grind - AC Overlay $52,826 2027-28 2111 15017 Alley W/O Poplar Ave Imperial Hwy Madison Wy O AC 500 20 8,500 81 0 96 4 Type II Slurry $4,165 2027-28 2113 15020 Alley W/O Redwood Ave Imperial Hwy Birch St O AAC 940 20 18,620 87 19 29 52 Type II Slurry $9,124 2027-28 2113 15021 Alley W/O Redwood Ave Birch St Ash St O AC 420 20 7,850 85 60 23 17 Type II Slurry $3,847 2027-28 2105 15006 Alley W/O Walnut Ave Date St Alley S/O Imperial Hwy O AC 580 19 9,280 74 53 29 18 Type II Slurry $4,547 2027-28 7 11120 Alta Mesa Dr Puente St Alta Mesa Way E AC 402 36 14,147 78 65 35 0 Type II Slurry $6,932 2027-28 9 12270 Alwick Pl Midbury St End E AAC 210 32 9,505 82 0 100 0 Type II Slurry $4,657 2027-28 11 4340 Amberwick Cir End Eucalyptus Ave E AC 147 36 6,804 82 0 100 0 Type II Slurry $3,334 2027-28 13 9050 Apollo St Berry St Explorer St E AC 853 36 30,412 78 36 64 0 Type II Slurry $14,902 2027-28 13 9060 Apollo St Explorer St Lunar Ave E AC 448 36 16,128 66 34 66 0 Cape Seal $69,834 2027-28 13 9070 Apollo St Lunar Ave Tamarack Ave E AC 633 36 22,788 73 15 85 0 Type II Slurry $11,166 2027-28 18 12440 Aria Dr Arts Ave Studio Dr E AC 430 32 14,030 74 24 76 0 Type II Slurry $6,875 2027-28 19 2150 Arovista Ave Eadington Dr Lime St E AC 177 36 6,372 71 66 34 0 Type II Slurry $3,122 2027-28 19 2160 Arovista Ave Lime St Carob St E AC 235 37 8,695 77 57 36 7 Type II Slurry $4,261 2027-28 19 2170 Arovista Ave Carob St Lemon St E AC 253 37 9,361 77 65 35 0 Type II Slurry $4,587 2027-28 19 2180 Arovista Ave Lemon St Imperial Hwy E AC 647 37 23,939 72 60 23 17 Type II Slurry $11,730 2027-28 23 12430 Arts Ave Placentia Ave Aria Dr E AAC 730 32 22,784 73 8 92 0 Type II Slurry $11,164 2027-28 29 6895 Avocado St Guava Pl Woodland Ave E AAC 293 36 12,698 74 28 72 0 Type II Slurry $6,222 2027-28 31 7440 Balsa Ave State College Blvd Buttonwood Dr E AC 140 36 5,190 82 59 41 0 Type II Slurry $2,543 2027-28 34 10710 Beacon St Puente St Neptune Way E AC 643 44 28,292 73 15 85 0 Type II Slurry $13,863 2027-28 2032 12740 Boxcar Ln Whistle Train Ln Trolley Ct E AC 316 32 11,362 76 24 76 0 Type II Slurry $5,567 2027-28 61 7150 Cameron Ct End Carmichael Dr E AC 317 32 11,656 76 45 55 0 Type II Slurry $5,711 2027-28 63 7610 Candlewood St Cashew Ave Balsa Ave E AAC 249 36 8,964 83 0 100 0 Type II Slurry $4,392 2027-28 64 7841 Canyon Country Rd Brea Blvd Grand Canyon Rd E AC 175 16 3,155 72 0 100 0 Type II Slurry $1,546 2027-28 66 9000 Capricorn St Nibus St Tamarack Ave E AC 538 44 23,672 79 13 87 0 Type II Slurry $11,599 2027-28 67 10810 Carey Ave Worthington St De Jur St E AC 320 37 13,294 78 0 100 0 Type II Slurry $6,514 2027-28 69 7100 Carmichael Dr Balsa Ave Davidson Ct E AC 937 36 33,732 80 51 39 10 Type II Slurry $16,529 2027-28 69 7110 Carmichael Dr Davidson Ct Chisholm Ct E AC 286 36 10,296 84 0 75 25 Type II Slurry $5,045 2027-28 69 7120 Carmichael Dr Chisholm Ct Buchanan Ct E AC 312 36 11,232 81 36 64 0 Type II Slurry $5,504 2027-28 69 7130 Carmichael Dr Buchanan Ct Cameron Ct E AC 302 36 10,872 84 0 97 3 Type II Slurry $5,327 2027-28 69 7140 Carmichael Dr Cameron Ct Newhall Terrace E AC 1,234 36 44,426 80 10 82 8 Type II Slurry $21,769 2027-28 70 2270 Carob St End Arovista Ave E AC 461 33 16,725 84 0 100 0 Type II Slurry $8,195 2027-28 74 2000 Catalpa Ave Eadington Dr Oleander St E AC 1,100 37 40,478 81 27 73 0 Type II Slurry $19,834 2027-28 79 12095 Challenger St Berry St Endeavor Cir E AC 997 40 39,560 84 0 100 0 Type II Slurry $19,384 2027-28 79 12096 Challenger St Endeavor Cir Columbia St E AC 1,185 40 50,900 84 0 100 0 Type II Slurry $24,941 2027-28 81 11900 Cherry St Locust St Alder St E AC 1,200 33 42,902 80 10 86 4 Type II Slurry $21,022 2027-28 81 11910 Cherry St Alder St Spruce St E AC 700 33 23,100 65 48 52 0 Grind - AC Overlay $100,023 2027-28 81 11920 Cherry St Spruce St Peach Ave E AC 145 33 4,587 66 65 35 0 Grind - AC Overlay $19,862 2027-28 81 11930 Cherry St End Peach Ave E AC 241 33 9,729 86 0 100 0 Type II Slurry $4,767 2027-28 84 7170 Chisholm Ct End Carmichael Dr E AC 447 32 15,816 80 0 100 0 Type II Slurry $7,750 2027-28 85 6130 Cinnamon Ridge Rd Clear Springs Rd Deer Springs Ln E AC 247 16 4,147 85 27 69 4 Type II Slurry $2,032 2027-28 85 6131 Cinnamon Ridge Rd Deer Springs Ln Clear Springs Rd E AC 225 16 3,795 90 0 100 0 Type II Slurry $1,860 2027-28 85 6140 Cinnamon Ridge Rd Deer Springs Ln Associated Rd E AC 300 16 5,215 89 0 100 0 Type II Slurry $2,555 2027-28 85 6141 Cinnamon Ridge Rd Associated Rd Deer Springs Ln E AC 247 16 4,367 85 0 100 0 Type II Slurry $2,140 2027-28 86 7000 Citrus Pl State College Blvd Butoonwood Dr E AC 169 36 5,796 90 0 83 17 Type II Slurry $2,840 2027-28 86 7010 Citrus Pl Buttonwood Dr Buttonwood Dr E AC 186 36 6,696 91 0 100 0 Type II Slurry $3,281 2027-28 86 7020 Citrus Pl End Buttonwood Dr E AC 233 36 10,188 84 0 64 36 Type II Slurry $4,992 2027-28 91 6410 Cloverdale Dr Cattail Cir Harvest Ln E AAC 803 16 16,448 83 36 53 11 Type II Slurry $8,060 2027-28 91 6411 Cloverdale Dr Cloverdale Dr Harvest Ln E AAC 158 16 2,528 76 0 94 6 Type II Slurry $1,239 2027-28 91 6415 Cloverdale Dr Cattail Cir Newhaven Dr E AAC 490 16 7,840 68 22 78 0 Type II Slurry $3,842 2027-28 91 6430 Cloverdale Dr Cattail Cir Singingwood Ln E AAC 80 16 1,280 71 9 91 0 Type II Slurry $627 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 4 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2027-28 91 6431 Cloverdale Dr Singingwood Ln Cattail Cir E AAC 55 16 880 74 32 68 0 Type II Slurry $431 2027-28 91 6440 Cloverdale Dr Singingwood Ln Creekwood Ct E AAC 187 16 2,992 72 53 47 0 Type II Slurry $1,466 2027-28 91 6441 Cloverdale Dr Creekwood Ct Singingwood Ln E AAC 196 16 3,136 77 12 88 0 Type II Slurry $1,537 2027-28 91 6450 Cloverdale Dr Creekwood Ct Waterwheel Ln E AAC 75 16 1,200 66 0 95 5 Cape Seal $5,196 2027-28 91 6451 Cloverdale Dr Waterwheel Ln Creekwood Ct E AAC 69 16 1,104 69 0 100 0 Type II Slurry $541 2027-28 91 6460 Cloverdale Dr Waterwheel Ln Associated Rd E AAC 111 16 1,776 78 0 100 0 Type II Slurry $870 2027-28 91 6461 Cloverdale Dr Associated Rd Waterwheel Ln E AAC 104 16 1,664 75 4 96 0 Type II Slurry $815 2027-28 92 7400 Cocao Pl Balsa Ave End E AAC 341 36 14,076 84 0 100 0 Type II Slurry $6,897 2027-28 102 7391 Coyote Canyon Way End Apricot Ave E AC 383 29 7,943 58 55 45 0 Grind - AC Overlay $34,393 2027-28 109 6280 Daisy Cir End Newhaven Dr E AAC 60 63 3,276 58 44 56 0 Grind - AC Overlay $14,185 2027-28 112 6250 Dapplegray Cir End Newhaven Dr E AAC 98 63 5,254 77 39 57 4 Type II Slurry $2,574 2027-28 113 1 Date St End Cedar Ave E AC 364 37 15,268 83 0 100 0 Type II Slurry $7,481 2027-28 113 3240 Date St Brea Blvd Orange Ave E AC 352 33 11,778 87 0 94 6 Type II Slurry $5,771 2027-28 113 3270 Date St Magnolia Ave Sycamore Ave E AC 317 37 11,729 82 0 100 0 Type II Slurry $5,747 2027-28 113 3280 Date St Sycamore Ave Redwood Ave E AC 310 37 11,470 74 0 100 0 Type II Slurry $5,620 2027-28 113 3290 Date St Redwood Ave Laurel Ave E AC 380 37 14,060 68 49 51 0 Grind - AC Overlay $60,880 2027-28 113 3300 Date St Laurel Ave Poplar Ave E AC 338 37 12,506 47 61 39 0 Grind - AC Overlay $54,151 2027-28 113 3310 Date St Poplar Ave Pine Ave E AC 308 37 11,396 71 52 48 0 Type II Slurry $5,584 2027-28 113 4710 Date St Elm St Oakhaven Ave E AAC 1,546 36 57,406 70 10 66 24 Type II Slurry $28,129 2027-28 113 4720 Date St Oakhaven Ave Valencia Ave E AAC 157 36 5,652 80 0 100 0 Type II Slurry $2,769 2027-28 114 7180 Davidson Ct End Carmichael Dr E AC 462 32 16,296 83 31 69 0 Type II Slurry $7,985 2027-28 115 10760 De Jur St Central Ave Carey Ave E AC 157 37 5,809 79 0 100 0 Type II Slurry $2,846 2027-28 115 10770 De Jur St Carey Ave Hodson Ave E AC 330 37 12,210 82 0 100 0 Type II Slurry $5,983 2027-28 115 10780 De Jur St Hodson Ave McCart Ave E AC 275 37 10,175 82 0 100 0 Type II Slurry $4,986 2027-28 115 10790 De Jur St McCart Ave Walling Ave E AC 345 37 12,765 80 0 100 0 Type II Slurry $6,255 2027-28 116 10920 De Lay St Walling Ave Southridge Dr E AC 293 37 10,545 81 0 95 5 Type II Slurry $5,167 2027-28 116 10930 De Lay St Southridge Dr Havenhurst Dr E AC 290 37 10,730 75 51 49 0 Type II Slurry $5,258 2027-28 116 10940 De Lay St Havenhurst Dr Baywood Dr E AC 545 37 21,915 71 42 58 0 Type II Slurry $10,738 2027-28 120 10690 Delta Ave Lambert Rd Beacon St E AC 628 44 27,280 70 27 73 0 Type II Slurry $13,367 2027-28 122 7310 Desert Canyon Rd Zion Canyon Way Apricot Ave E AC 470 28 12,510 61 61 39 0 Grind - AC Overlay $54,168 2027-28 122 7320 Desert Canyon Rd Apricot Ave Forbes Dr E AC 843 28 23,604 69 62 38 0 Grind - AC Overlay $102,205 2027-28 123 7315 Desert Canyon Rd FrontageDesert Canyon Rd Desert Canyon Rd E AC 151 35 5,285 66 29 70 1 Cape Seal $22,884 2027-28 126 6311 Donnybrook Rd Whispering Ln Newhaven Dr E AAC 177 16 2,832 83 0 100 0 Type II Slurry $1,388 2027-28 128 4230 Dover Ave Hillhaven Dr Heather Ln E AC 315 36 11,052 75 55 45 0 Type II Slurry $5,415 2027-28 132 7240 Dundee Ct End Forbes Dr E AC 609 32 21,256 76 28 67 5 Type II Slurry $10,415 2027-28 518 14210 El Temblor Ranch Dr N Belridge Terrace N Cable Canyon Pl E AC 1,437 30 43,110 82 13 77 10 Type II Slurry $21,124 2027-28 143 4670 Elm St End Date St E AAC 363 36 14,868 72 6 67 27 Type II Slurry $7,285 2027-28 144 12097 Endeavor Cir Challenger St End E AC 308 40 13,827 83 0 100 0 Type II Slurry $6,775 2027-28 147 4770 Etna Cir End Vesuvius Dr E AAC 178 36 7,920 75 14 86 0 Type II Slurry $3,881 2027-28 149 4320 Eucalyptus Ln Associated Rd Amberwick Ln E AC 653 36 23,508 81 0 78 22 Type II Slurry $11,519 2027-28 153 9040 Explorer St Apollo St Berry St E AC 1,222 36 43,396 72 30 69 1 Type II Slurry $21,264 2027-28 156 10105 Fawnridge Dr Ethelinda Way Oakknoll St E AAC 360 36 14,422 84 0 100 0 Type II Slurry $7,067 2027-28 161 11660 Firethorne St Juniper St Larchwood Dr E AC 642 37 27,610 77 0 95 5 Type II Slurry $13,529 2027-28 166 7190 Forbes Dr Balsa Ave Desert Canyon Rd E AC 556 36 20,016 81 18 82 0 Type II Slurry $9,808 2027-28 166 7210 Forbes Dr Dundde Ct Lennox Ct E AC 258 36 9,288 73 6 57 37 Type II Slurry $4,551 2027-28 2037 12900 Grandview Dr Valley Crossing Rd West End E AC 655 32 22,725 83 0 100 0 Type II Slurry $11,135 2027-28 2037 12910 Grandview Dr Valley Crossing Rd Railway Ave E AC 923 32 29,536 80 33 67 0 Type II Slurry $14,473 2027-28 2037 12920 Grandview Dr Railway Ave East End E AC 474 32 16,963 81 0 100 0 Type II Slurry $8,312 2027-28 177 4690 Greenleaf Dr Elm St Elm St E AAC 1,299 36 50,488 71 13 80 7 Type II Slurry $24,739 2027-28 183 10980 Havenhurst Dr Wickford Dr Baywood Dr E AC 292 37 10,804 81 0 100 0 Type II Slurry $5,294 2027-28 183 10990 Havenhurst Dr Baywood Dr Whittier Blvd E AC 266 19 5,304 70 36 58 6 Type II Slurry $2,599 2027-28 183 10991 Havenhurst Dr Whittier Blvd Baywood Dr E AC 266 19 5,304 73 0 89 11 Type II Slurry $2,599 2027-28 184 5360 Hawthorne Ave Covey Ct Woodacre St E AAC 235 32 7,520 72 17 83 0 Type II Slurry $3,685 2027-28 187 6190 Heathcliff Pl End Cloverdale Dr E AAC 112 63 5,256 78 41 59 0 Type II Slurry $2,575 2027-28 195 4420 Holly St Aurora Ave Valverde Ave E AC 1,032 36 36,864 86 0 100 0 Type II Slurry $18,063 2027-28 2042 13060 Landmark Ln Railway Ave Valley Crossing Rd E AC 778 32 24,896 75 61 39 0 Type II Slurry $12,199 2027-28 215 5200 Larkspur Ave Baler Ave Starflower St E AC 363 32 11,488 73 14 86 0 Type II Slurry $5,629 2027-28 225 10890 Lockhaven Dr Walling Ave Southridge Dr E AC 487 27 13,149 77 44 56 0 Type II Slurry $6,443 2027-28 225 10900 Lockhaven Dr Southridge Dr Rutledge Pl E AC 306 37 11,100 75 70 30 0 Type II Slurry $5,439 2027-28 226 11870 Locust St Brea Blvd Cherry E AC 830 33 27,126 72 35 52 13 Type II Slurry $13,292 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 5 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2027-28 226 11880 Locust St Cherry Alder St E AC 808 33 26,664 76 9 91 0 Type II Slurry $13,065 2027-28 228 11140 Los Altos Dr Las Lomas Dr Alta Mesa Way E AC 433 36 16,938 76 53 47 0 Type II Slurry $8,300 2027-28 237 2690 Maple Ave Elm St Dead End E AC 780 37 28,638 80 0 100 0 Type II Slurry $14,033 2027-28 259 9010 Nibus St Capricorn St Tamarack Ave E AC 657 44 28,556 77 0 100 0 Type II Slurry $13,992 2027-28 2052 13220 Railway Ave Santa Fe Rd Whistle Train Ln E AC 214 32 6,848 83 0 100 0 Type II Slurry $3,356 2027-28 2057 13300 Santa Fe Rd Valley Crossing Rd Cardinal St E AC 1,277 36 45,972 75 56 44 0 Type II Slurry $22,526 2027-28 2057 13320 Santa Fe Rd Condor Ave Valencia Ave E AC 517 36 18,612 75 22 78 0 Type II Slurry $9,120 2027-28 2057 13330 Santa Fe Rd Railway Ave Valley Crossing Rd E AC 816 36 29,376 82 33 67 0 Type II Slurry $14,394 2027-28 2057 13340 Santa Fe Rd Merrifield Dr Railway Ave E AC 855 36 30,780 76 0 100 0 Type II Slurry $15,082 2027-28 2057 13350 Santa Fe Rd Carbon Canyon Rd Merrifield Dr E AC 871 36 31,356 75 18 82 0 Type II Slurry $15,364 2027-28 322 7290 Santiago Canyon Way End Kings Canyon Rd E AC 642 29 15,370 72 7 93 0 Type II Slurry $7,531 2027-28 324 5290 Seneca Ct End Thistle Rd E AAC 208 32 6,656 74 23 77 0 Type II Slurry $3,261 2027-28 519 14220 Shackle Line Dr E El Temblor Ranch Dr CDS (NW) E AC 870 30 26,100 82 0 100 0 Type II Slurry $12,789 2027-28 339 5240 Snowfield St Thistle Rd Baler Ave E AAC 642 32 20,544 73 19 81 0 Type II Slurry $10,067 2027-28 342 10440 Southridge Dr Lockhaven Dr Puente St E AC 257 28 7,446 83 0 100 0 Type II Slurry $3,649 2027-28 342 10441 Southridge Dr Puente St Lockhaven Dr E AC 257 28 7,446 71 54 46 0 Type II Slurry $3,649 2027-28 343 12080 Spruce St Laurel Ave Poplar Ave E AC 329 33 10,659 75 0 100 0 Type II Slurry $5,223 2027-28 344 4790 Spurr Cir End Vesuvius Dr E AAC 246 36 10,368 79 20 80 0 Type II Slurry $5,080 2027-28 535 14440 Stearns St CDS (W) CDS (E) P AC 1,826 40 73,040 75 14 86 0 Type II Slurry $35,790 2027-28 354 9810 Strattford St End Amber Hill Dr E AC 365 36 14,940 80 0 43 57 Type II Slurry $7,321 2027-28 356 12450 Studio Dr Aria Dr Legacy Dr E AAC 360 32 12,060 75 22 78 0 Type II Slurry $5,909 2027-28 357 6200 Summerfield Cir End Cloverdale Dr E AAC 219 44 6,733 73 52 46 2 Type II Slurry $3,299 2027-28 364 2700 Sycamore Ave Elm St Date St E AC 762 36 27,144 83 0 100 0 Type II Slurry $13,301 2027-28 364 2710 Sycamore Ave Date St Union Pl E AC 294 37 10,878 83 0 68 32 Type II Slurry $5,330 2027-28 2061 13430 Tangerine Pl Merriefild Dr North End E AC 558 32 19,621 73 0 100 0 Type II Slurry $9,614 2027-28 2061 13440 Tangerine Pl Merrifield Dr South End E AC 627 32 21,829 74 0 100 0 Type II Slurry $10,696 2027-28 369 5250 Thistle Rd Snowfield St Wayward Ct E AAC 247 32 7,904 73 11 89 0 Type II Slurry $3,873 2027-28 369 5260 Thistle Rd Wayward Ct Edgemont Ln E AAC 1,087 32 43,524 76 21 79 0 Type II Slurry $21,327 2027-28 2062 13461 Trolley Ct Boxcar Ln West End E AC 597 32 20,869 74 0 100 0 Type II Slurry $10,226 2027-28 378 3320 Union Pl Magnolia Ave Sycamore Ave E AC 307 37 12,413 79 0 100 0 Type II Slurry $6,082 2027-28 378 3330 Union Pl Sycamore Ave Redwood Ave E AC 356 37 14,226 76 0 100 0 Type II Slurry $6,971 2027-28 379 13580 Valencia Ave Sandpipper Way Gate E AC 822 26 21,672 47 36 45 19 Grind - AC Overlay $93,840 2027-28 385 4800 Vesuvius Dr Tolbert St Etna Cir E AAC 238 36 8,568 72 7 93 0 Type II Slurry $4,198 2027-28 385 4810 Vesuvius Dr Etna Cir Mauna Loa St E AAC 637 36 22,932 72 7 93 0 Type II Slurry $11,237 2027-28 385 4820 Vesuvius Dr Mauna Loa St Spurr Cir E AAC 228 36 8,208 74 10 68 22 Type II Slurry $4,022 2027-28 385 4830 Vesuvius Dr Spurr Cir Rose Dr E AAC 400 36 15,984 73 11 89 0 Type II Slurry $7,832 2027-28 389 7620 Wake Forest St Cliffwood Ave Apricot Ave E AAC 263 36 9,252 84 16 84 0 Type II Slurry $4,533 2027-28 389 7630 Wake Forest St Apricot Ave Aspen St E AAC 426 36 15,336 84 0 100 0 Type II Slurry $7,515 2027-28 389 7640 Wake Forest St Aspen St Cycod Pl E AAC 272 36 9,792 81 20 75 5 Type II Slurry $4,798 2027-28 390 5320 Walden Rd Woodacre St Lambert Rd E AAC 146 46 5,386 83 0 100 0 Type II Slurry $2,639 2027-28 393 8850 Walnut Way Brea Blvd End E AC 661 20 12,470 60 43 56 1 Grind - AC Overlay $53,995 $500,000 2027-28 396 6370 Waterfall Ln End Newhaven Dr E AAC 306 44 9,033 73 12 88 0 Type II Slurry $4,426 2027-28 397 6150 Waterwheel Ln End Cloverdale Dr E AAC 171 44 5,703 56 52 46 2 Grind - AC Overlay $24,694 2027-28 398 5370 Wayward Ct End Thistle Rd E AAC 280 32 8,704 72 25 75 0 Type II Slurry $4,265 2027-28 148 4 Weeping Willow Rd Railway Ave Parking Lot E AC 335 31 10,385 80 0 100 0 Type II Slurry $5,089 2027-28 399 12280 Wesham Pl Midbury St End E AAC 170 32 6,525 86 0 100 0 Type II Slurry $3,197 2027-28 402 6330 Whispering Glen Ln Donnybrook Rd End E AC 105 63 4,561 70 78 22 0 Grind - AC Overlay $19,749 2027-28 404 11000 Wickford Dr End Havenhurst Dr E AC 313 27 10,168 81 7 93 0 Type II Slurry $4,982 2027-28 404 11010 Wickford Dr Havenhurst Dr Lockhaven Dr E AC 298 37 12,154 83 0 100 0 Type II Slurry $5,955 2027-28 407 11670 Wildrose Dr Larchwood Dr Lantana Ave E AC 874 37 39,616 77 0 100 0 Type II Slurry $19,412 2027-28 410 4350 Windermere Cir End Eucalyptus Ave E AC 151 36 9,386 80 0 100 0 Type II Slurry $4,599 2027-28 414 6210 Wisteria Dr End Cloverdale Dr E AAC 199 44 6,123 72 20 73 7 Type II Slurry $3,000 2027-28 415 3 Woodacre St Thistle Rd Walden Rd E AAC 280 32 8,960 64 16 84 0 Cape Seal $38,797 2027-28 415 5310 Woodacre St Walden Rd Hawthorne Ave E AAC 299 32 9,568 69 0 100 0 Type II Slurry $4,688 2027-28 418 6900 Woodland Ave Avocado St Redbud St E AAC 623 36 24,578 60 27 72 1 Grind - AC Overlay $106,423 2027-28 418 6910 Woodland Ave Redbud St Papaya Pl E AAC 244 36 10,934 85 0 100 0 Type II Slurry $5,358 2027-28 420 10800 Worthington St Carey Ave Hodson Ave E AC 325 37 13,775 79 24 76 0 Type II Slurry $6,750 2027-28 422 7300 Zion Canyon Way End Kings Canyon Rd E PCC 126 21 4,428 74 0 0 100 Type II Slurry $2,170 $2,262,137
2028-29 16 7330 Apricot Ave Buttonwood Dr Brookwood St E AC 279 36 9,828 77 65 31 4 Type II Slurry $5,012 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 6 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2028-29 16 7340 Apricot Ave Brookwood St Silver Canyon Way E AAC 135 36 4,860 75 18 52 30 Type II Slurry $2,479 2028-29 16 7350 Apricot Ave Silver Canyon Way Laguna Canyon Way E AAC 229 36 8,244 65 27 45 28 Grind - AC Overlay $37,098 2028-29 16 7360 Apricot Ave Laguna Canyon Way Coyote Canyon Way E AAC 198 36 7,128 74 37 63 0 Type II Slurry $3,635 2028-29 16 7370 Apricot Ave Coyote Canyon Way Bryce Canyon Way E AAC 96 36 3,456 64 5 91 4 Cape Seal $15,552 2028-29 16 7380 Apricot Ave Bryce Canyon Way Desert Canyon Rd E AAC 131 28 2,968 44 59 34 7 Grind - AC Overlay $13,356 2028-29 16 7530 Apricot Ave Wake Forest St Aspen St E AAC 317 36 11,196 85 0 100 0 Type II Slurry $5,710 2028-29 16 7540 Apricot Ave Aspen St Candlewood St E AAC 305 36 10,980 86 0 100 0 Type II Slurry $5,600 2028-29 30 5220 Baler Ave Snowfield St Belmont Ct E AAC 245 32 7,840 71 10 90 0 Type II Slurry $3,998 2028-29 30 5230 Baler Ave Belmont Ct Larkspur Ave E AAC 218 32 6,976 68 14 86 0 Type II Slurry $3,558 2028-29 32 8970 Basse Ln Vanguard Way End E AC 315 40 14,427 82 0 74 26 Type II Slurry $7,358 2028-29 32 8980 Basse Ln Vanguard Way Lambert Rd E AC 385 40 15,400 88 0 100 0 Type II Slurry $7,854 2028-29 33 10950 Baywood Dr De Lay St Havenhurst Dr E AC 580 37 23,210 76 0 78 22 Type II Slurry $11,837 2028-29 33 10960 Baywood Dr Havenhurst Dr Puente St E AC 548 37 19,684 71 49 51 0 Type II Slurry $10,039 2028-29 36 5210 Belmont Ct End Baler Ave E AAC 260 32 8,064 67 18 82 0 Cape Seal $36,288 2028-29 37 10340 Berenice Dr Joyce Dr Joyce Dr E AC 111 36 3,996 31 54 46 0 AC Recon $59,021 2028-29 37 10350 Berenice Dr Joyce Dr Walling Ave E AC 717 36 25,812 29 63 37 0 AC Recon $381,243 2028-29 37 10560 Berenice Dr Oakcrest Ave Birchcrest Ave E AAC 385 36 16,560 98 0 65 35 Type II Slurry $8,446 2028-29 44 11590 Blossom Pl Vallejo St Sonora St E AC 994 36 37,246 52 58 29 13 Grind - AC Overlay $167,607 2028-29 44 8020 Blossom Pl End Buttonwood Dr E AC 481 36 19,116 88 0 100 0 Type II Slurry $9,749 2028-29 44 8030 Blossom Pl State College Blvd Buttonwood Dr E AC 235 36 8,460 90 0 52 48 Type II Slurry $4,315 2028-29 2030 12725 Blue Jay Dr Pheasant Ln Hawks Dr E AC 476 30 14,280 85 40 60 0 Type II Slurry $7,283 2028-29 47 7280 Bonita Canyon Way End Kings Canyon Rd E AC 460 28 10,136 64 11 70 19 Cape Seal $45,612 2028-29 49 8840 Bracken St Brea Blvd Madrona Ave E AC 233 32 7,200 82 0 97 3 Type II Slurry $3,672 2028-29 2033 12750 Brea Hills Ave Carbon Canyon Rd Hillside Rd E AC 1,159 32 39,458 68 31 69 0 Grind - AC Overlay $177,561 2028-29 54 7990 Brookshire Pl Evening Canyon Grand Canyon Rd E AC 462 32 14,784 86 0 100 0 Type II Slurry $7,540 2028-29 55 6260 Brookside Ln End Newhaven Dr E AAC 261 44 8,109 70 21 73 6 Type II Slurry $4,136 2028-29 57 7392 Bryce Canyon Way End Apricot Ave E AC 220 21 2,688 25 91 7 2 AC Recon $39,702 2028-29 58 7160 Buchanan Ct End Carmichael Dr E AC 498 32 17,448 75 56 44 0 Type II Slurry $8,898 2028-29 60 7040 Buttonwood Dr citrus Pl Olive Ave E AC 304 36 10,728 88 0 97 3 Type II Slurry $5,471 2028-29 60 8050 Buttonwood Dr Balsa Ave Apricot Ave E AC 1,030 36 36,864 87 0 46 54 Type II Slurry $18,801 2028-29 60 8090 Buttonwood Dr Lotus Pl Blossom Pl E AC 333 36 11,772 83 0 38 62 Type II Slurry $6,004 2028-29 190 12650 Hickory St Pine Ave Maple Ave E AC 265 33 8,481 62 67 33 0 Grind - AC Overlay $38,165 2028-29 190 12660 Hickory St Maple Ave Cedar Ave E AC 294 33 9,438 53 69 31 0 Grind - AC Overlay $42,471 2028-29 194 10820 Hodson Ave City Limit Worthington St E AC 119 37 4,107 77 0 100 0 Type II Slurry $2,095 2028-29 194 10830 Hodson Ave Worthington St De Jur St E AC 362 37 13,098 80 0 100 0 Type II Slurry $6,680 2028-29 199 2300 Jasmine Dr End Lime St E AC 376 33 14,176 82 0 100 0 Type II Slurry $7,230 2028-29 199 2310 Jasmine Dr Lime St Oleander St E AC 845 33 27,885 85 0 100 0 Type II Slurry $14,221 2028-29 199 2320 Jasmine Dr Oleander St Imperial Frontage E AC 211 33 6,765 84 17 81 2 Type II Slurry $3,450 2028-29 206 7250 Kings Canyon Rd Zion Canyon Way Santiago Canyon Way E AC 293 29 7,847 61 35 65 0 Cape Seal $35,312 2028-29 206 7260 Kings Canyon Rd Santiago Canyon Way Bonita Canyon Way E AC 164 19 3,566 65 30 58 12 Grind - AC Overlay $16,047 2028-29 206 7270 Kings Canyon Rd End Bonita Canyon Way E AC 471 19 9,799 52 52 47 1 Grind - AC Overlay $44,096 2028-29 211 7393 Laguna Canyon Way End Apricot Ave E AC 446 29 9,770 60 43 51 6 Grind - AC Overlay $43,965 2028-29 213 11680 Lantana Ave Juniper St Wildrose Dr E AC 753 37 27,861 76 0 98 2 Type II Slurry $14,209 2028-29 213 11690 Lantana Ave Wildrose Dr Acacia St E AC 315 37 11,655 76 0 100 0 Type II Slurry $5,944 2028-29 213 11700 Lantana Ave Acacia St Larchwood Dr E AC 276 37 10,212 78 0 100 0 Type II Slurry $5,208 2028-29 213 11710 Lantana Ave Larchwood Dr Fir St E AC 221 37 10,477 78 14 83 3 Type II Slurry $5,343 2028-29 214 11630 Larchwood Dr Juniper St Firethorne St E AC 262 37 9,694 75 0 100 0 Type II Slurry $4,944 2028-29 214 11640 Larchwood Dr Firethorne St Wildrose Dr E AC 270 37 9,990 74 0 100 0 Type II Slurry $5,095 2028-29 214 11650 Larchwood Dr Wildrose Dr Lantana Ave E AC 1,261 37 46,657 80 0 100 0 Type II Slurry $23,795 2028-29 2043 13070 Lark Ln Santa Fe Rd Starling Wy E AC 151 46 6,946 86 0 100 0 Type II Slurry $3,542 2028-29 2043 13080 Lark Ln Starling wy Sandpiper Wy E AC 583 32 19,906 83 0 100 0 Type II Slurry $10,152 2028-29 218 2425 Laurel Ave City Limit Alder St E AC 155 33 5,115 74 0 100 0 Type II Slurry $2,609 2028-29 218 2440 Laurel Ave Spruce St Elm St E AC 693 33 22,869 67 39 61 0 Cape Seal $102,911 2028-29 218 2450 Laurel Ave Elm St Date St E AC 672 31 20,646 69 45 55 0 Grind - AC Overlay $92,907 2028-29 218 2460 Laurel Ave Date St Imperial Hwy E AC 644 31 20,466 69 52 47 1 Grind - AC Overlay $92,097 2028-29 218 2470 Laurel Ave Imperial Hwy Madison Way E AC 445 32 14,240 69 64 36 0 Grind - AC Overlay $64,080 2028-29 218 2480 Laurel Ave Madison Way Birch St E AC 810 32 25,728 82 53 47 0 Type II Slurry $13,121 2028-29 218 2490 Laurel Ave Birch St Ash St E AC 489 32 15,264 74 50 50 0 Type II Slurry $7,785 2028-29 220 2260 Lemon St End Arovista Ave E AC 465 33 16,857 84 0 100 0 Type II Slurry $8,597 2028-29 223 2280 Lime St Arovista Ave Jasmine Dr E AC 713 33 23,331 83 0 100 0 Type II Slurry $11,899 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 7 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2028-29 223 2290 Lime St End Jasmine Dr E AC 158 32 6,824 85 0 100 0 Type II Slurry $3,480 2028-29 238 2210 Mariner St Arovista Ave Arovista Cir E AC 130 44 5,720 69 0 50 50 Type II Slurry $2,917 2028-29 238 2220 Mariner St Arovista Cir Viking Ave E AC 318 44 13,992 73 13 69 18 Type II Slurry $7,136 2028-29 238 2230 Mariner St Viking Ave Property Line E AC 162 44 7,128 70 4 62 34 Type II Slurry $3,635 2028-29 238 2235 Mariner St Puente St Arovista Ave E AC 1,446 48 69,408 71 0 64 36 Type II Slurry $35,398 2028-29 246 8960 Mercury Ln Berry St End E AC 932 46 44,357 72 0 100 0 Type II Slurry $22,622 2028-29 257 10700 Neptune Ave Beacon St Columbia St E AC 1,190 44 52,360 61 49 51 0 Grind - AC Overlay $235,620 2028-29 300 230 Puente St Whittier Blvd El Encanto Dr E AC 442 37 16,354 82 0 100 0 Type II Slurry $8,341 2028-29 300 240 Puente St El Encanto Dr Alta Mesa Way E AC 729 37 26,973 79 21 53 26 Type II Slurry $13,756 2028-29 300 250 Puente St Alta Mesa Way Northwood Ave E AC 275 48 13,200 90 22 78 0 Type II Slurry $6,732 2028-29 300 260 Puente St Northwood Ave Woodcrest Ave E AC 921 48 44,208 82 12 86 2 Type II Slurry $22,546 2028-29 300 270 Puente St Woodcrest Ave City Limit E AAC 408 48 19,584 87 0 100 0 Type II Slurry $9,988 2028-29 383 8990 Vanguard Way Berry St Basse Ln E AC 1,253 40 49,800 76 31 49 20 Type II Slurry $25,398 2028-29 386 2240 Viking Ave Imperial Hwy Mariner St E AC 482 41 18,930 74 10 76 14 Type II Slurry $9,654 2028-29 386 2250 Viking Ave Mariner St End E AC 671 41 28,286 71 0 100 0 Type II Slurry $14,426 $2,274,051
2029-30 5 12510 Allyson Ct Roscoe St End E AC 257 32 9,736 87 0 100 0 Type II Slurry $5,160 2029-30 6 3820 Almond Dr Oak Pl Olive Pl E AC 881 33 32,573 88 0 100 0 Type II Slurry $17,264 2029-30 423 4260 Amberwick Ln Hillhaven Dr Heather Ln E AC 279 36 9,756 87 0 100 0 Type II Slurry $5,171 2029-30 423 4270 Amberwick Ln End Heather Ln E AAC 251 36 10,836 84 0 100 0 Type II Slurry $5,743 2029-30 22 12340 Arthur Dr Oakcrest Ave End E AC 646 36 25,056 88 0 100 0 Type II Slurry $13,280 2029-30 56 7390 Brookwood St Apricot Ave Balsa Ave E AC 1,019 36 36,252 87 0 72 28 Type II Slurry $19,214 2029-30 63 7480 Candlewood St Balsa Ave End E AAC 658 36 25,488 88 0 100 0 Type II Slurry $13,509 2029-30 63 7590 Candlewood St Cliffwood Ave Apricot Ave E AAC 247 36 8,676 88 0 100 0 Type II Slurry $4,598 2029-30 63 7600 Candlewood St Apricot Ave Cashew Ave E AAC 965 36 34,740 85 0 79 21 Type II Slurry $18,412 2029-30 64 7842 Canyon Country Rd Grand Canyon Rd Glen Canyon Way E AC 478 36 20,076 85 0 60 40 Type II Slurry $10,640 2029-30 64 7844 Canyon Country Rd Stone Canyon Way Shadow Canyon Way E AC 409 36 14,724 87 0 92 8 Type II Slurry $7,804 2029-30 64 7845 Canyon Country Rd Shadow Canyon Rd Malibu Canyon Rd E AC 444 36 15,984 88 0 100 0 Type II Slurry $8,472 2029-30 64 7850 Canyon Country Rd Canyon Country Rd Canyon Country Rd E AC 278 17 4,726 87 0 100 0 Type II Slurry $2,505 2029-30 68 10250 Carlson Dr Carlson Dr End E AC 209 36 9,324 87 0 100 0 Type II Slurry $4,942 2029-30 72 7490 Cashew Ave Lambert Rd Wake Forest St E AAC 158 36 5,472 85 0 100 0 Type II Slurry $2,900 2029-30 72 7500 Cashew Ave Wake Forest St Candlewood St E AC 298 36 10,728 86 0 96 4 Type II Slurry $5,686 2029-30 76 2580 Cedar Ave End Pine Ave E AC 109 46 5,014 76 23 55 22 Type II Slurry $2,657 2029-30 76 2590 Cedar Ave Pine Ave Maple Ave E AC 340 37 12,284 66 53 47 0 Grind - AC Overlay $57,489 2029-30 76 2600 Cedar Ave Maple Ave Hickory St E AC 728 37 30,140 78 36 64 0 Type II Slurry $15,974 2029-30 76 2610 Cedar Ave Hickory St Elm St E AC 280 37 10,360 68 56 44 0 Type II Slurry $5,491 2029-30 76 2670 Cedar Ave Date St End E AC 438 37 17,206 74 41 59 0 Grind - AC Overlay $80,524 2029-30 76 2680 Cedar Ave Elm St Date St E AC 294 37 10,878 81 24 76 0 Type II Slurry $5,765 2029-30 424 13005 Cedarwood Ct Whispering Willow End E AAC 720 36 25,920 86 0 100 0 Type II Slurry $13,738 2029-30 2012 12790 Charleston Wy Tremaine Rd Johnson Ln E AC 578 27 15,606 85 0 100 0 Type II Slurry $8,271 2029-30 2012 12800 Charleston Wy Johnson Ln Reynoso Pk E AC 388 27 10,476 85 0 100 0 Type II Slurry $5,552 2029-30 83 4300 Chevy Chase Dr Associated Rd Dover Ave E AC 403 36 14,508 88 0 100 0 Type II Slurry $7,689 2029-30 83 4310 Chevy Chase Dr Dover Ave Windermere Cir E AC 583 36 23,138 86 0 100 0 Type II Slurry $12,263 2029-30 103 12470 Craftsman Cir Arts Ave End E AAC 420 32 15,048 88 19 81 0 Type II Slurry $7,975 2029-30 111 12360 Daniel Ct Woodcrest Ave End E AC 145 36 6,732 88 0 100 0 Type II Slurry $3,568 2029-30 126 6310 Donnybrook Rd Newhaven Dr Whispering Glen Ln E AAC 177 16 2,832 86 0 100 0 Type II Slurry $1,501 2029-30 128 4240 Dover Ave Heather Cir Chevy Chase Dr E AC 359 36 12,636 85 13 87 0 Type II Slurry $6,697 2029-30 129 4130 Dover Cir End Westmoreland Dr E AC 505 36 23,992 86 0 100 0 Type II Slurry $12,716 2029-30 136 7980 Echo Canyon Pl Evening Canyon Rd Grand Canyon Rd E AC 254 32 7,872 88 0 100 0 Type II Slurry $4,172 2029-30 137 9830 Eden Way Strattford St Robert Ct E AC 281 36 10,116 88 0 100 0 Type II Slurry $5,361 2029-30 142 4700 Elm Cir End Elm St E AAC 167 66 11,022 70 29 71 0 Type II Slurry $5,842 2029-30 143 3070 Elm St Sievers Ave Madrona Ave E AC 362 31 11,036 83 24 68 8 Type II Slurry $5,849 2029-30 143 3080 Elm St Madrona Ave Walnut Ave E AC 362 28 9,716 83 0 90 10 Type II Slurry $5,149 2029-30 143 3100 Elm St Brea Blvd Orange Ave E AC 352 37 12,210 85 0 100 0 Type II Slurry $6,471 2029-30 143 3110 Elm St Orange Ave Flower Ave E AC 330 37 12,210 91 0 100 0 Type II Slurry $6,471 2029-30 143 3120 Elm St Flower Ave Magnolia Ave E AC 378 37 13,986 87 0 100 0 Type II Slurry $7,413 2029-30 143 3140 Elm St Sycamore Ave Laurel Ave E AC 698 37 25,826 88 0 55 45 Type II Slurry $13,688 2029-30 143 3150 Elm St Laurel Ave Poplar Ave E AC 325 37 12,025 83 0 100 0 Type II Slurry $6,373 2029-30 143 3160 Elm St Poplar Ave Maple Ave E AC 693 37 25,641 74 0 100 0 Type II Slurry $13,590 2029-30 143 3170 Elm St Maple Ave Cedar Ave E AC 348 37 12,876 70 8 92 0 Type II Slurry $6,824 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 8 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2029-30 143 3180 Elm St Cedar Ave State College Blvd E AC 666 37 24,642 75 0 100 0 Type II Slurry $13,060 2029-30 143 4620 Elm St Valencia Ave Oakhaven Ave E AAC 161 36 5,796 88 18 82 0 Type II Slurry $3,072 2029-30 143 4630 Elm St Oakhaven Ave Greenleaf Dr E AAC 289 36 10,404 77 21 76 3 Type II Slurry $5,514 2029-30 143 4640 Elm St Greenleaf Dr Elm Cir E AAC 345 36 12,420 77 8 92 0 Type II Slurry $6,583 2029-30 143 4650 Elm St Elm Cir Greenleaf Dr E AAC 565 36 20,340 71 21 79 0 Type II Slurry $10,780 2029-30 143 4660 Elm St Greenleaf Dr Date St E AAC 600 36 21,600 62 47 53 0 Grind - AC Overlay $101,088 2029-30 149 4330 Eucalyptus Ln Amberwick Ln Windermere Cir E AC 256 36 11,366 84 0 98 2 Type II Slurry $6,024 2029-30 151 7920 Evening Canyon Rd Brookshire Pl Echo Canyon Pl E AC 264 32 8,448 86 0 100 0 Type II Slurry $4,477 2029-30 159 6990 Filbert Pl End Pomelo Ave E AAC 450 36 17,712 80 0 100 0 Type II Slurry $9,387 2029-30 160 11840 Fir St Brea Blvd Magnolia Ave E AC 402 33 12,804 82 2 81 17 Type II Slurry $6,786 2029-30 160 11850 Fir St Magnolia Ave Alder St E AC 1,102 33 36,102 77 3 97 0 Type II Slurry $19,134 2029-30 160 11860 Fir St Alder St End E AC 252 33 9,828 79 0 100 0 Type II Slurry $5,209 2029-30 163 2750 Flower Ave Elm St Date St E AC 692 37 25,604 88 0 100 0 Type II Slurry $13,570 2029-30 166 7200 Forbes Dr Desert Canyon Rd Dundee Ct E AC 238 36 8,568 85 38 62 0 Type II Slurry $4,541 2029-30 166 7220 Forbes Dr End Lennox Ct E AC 685 36 26,460 86 0 100 0 Type II Slurry $14,024 2029-30 175 7950 Grand Canyon Rd Echo Canyon Pl Evening Canyon Rd E AC 603 32 18,976 86 0 100 0 Type II Slurry $10,057 2029-30 175 7960 Grand Canyon Rd Evening Canyon Canyon Country Rd E AC 487 32 15,328 87 0 100 0 Type II Slurry $8,124 2029-30 175 8000 Grand Canyon Rd Brookshire Pl Echo Canyon Pl E AC 380 32 12,160 86 0 100 0 Type II Slurry $6,445 2029-30 179 6880 Guava Pl End Avocado E AAC 357 36 14,364 88 0 96 4 Type II Slurry $7,613 2029-30 181 6220 Harvest Ln End Cloverdale Dr E AAC 222 44 6,829 87 0 100 0 Type II Slurry $3,619 2029-30 188 4250 Heather Cir End Dover Ave E AC 331 36 13,716 88 0 100 0 Type II Slurry $7,269 2029-30 189 4280 Heather Ln Amberwick Ln Devonshire E AC 250 36 10,862 84 0 100 0 Type II Slurry $5,757 2029-30 198 3750 Jacaranda Pl Cottonwood Dr Pepperwood Dr E AC 226 33 8,676 84 47 53 0 Type II Slurry $4,598 2029-30 219 12460 Legacy Dr Studio Dr Arts Ave E AAC 420 34 14,550 86 24 76 0 Type II Slurry $7,712 2029-30 221 7230 Lennox Ct End Forbes Dr E AC 447 32 16,072 88 0 100 0 Type II Slurry $8,518 2029-30 225 10910 Lockhaven Dr Rutledge Pl Wickford Dr E AC 332 37 13,634 84 0 100 0 Type II Slurry $7,226 2029-30 232 3540 Madison Way Laurel Ave Poplar Ave E AC 341 36 11,988 85 0 90 10 Type II Slurry $6,354 2029-30 233 3000 Madrona Ave Birch St Ash St E AC 578 36 18,358 93 0 93 7 Type II Slurry $9,730 2029-30 233 8860 Madrona Ave End Napoli Dr E AC 343 36 14,004 67 49 51 0 Grind - AC Overlay $65,539 2029-30 233 8870 Madrona Ave Napoli Dr Bracken St E AC 435 36 15,660 72 52 45 3 Grind - AC Overlay $73,289 2029-30 233 8880 Madrona Ave Bracken St Cypress St E AC 410 36 14,760 51 61 34 5 Grind - AC Overlay $69,077 2029-30 233 8890 Madrona Ave Cypress St Lambert Rd E AC 390 36 13,230 70 48 51 1 Grind - AC Overlay $61,916 2029-30 234 12020 Magnolia Ave Fir St Alder St E AC 1,150 33 37,422 78 9 89 2 Type II Slurry $19,834 2029-30 234 12050 Magnolia Ave Elm St Date St E AC 711 37 26,307 71 38 62 0 Type II Slurry $13,943 2029-30 234 12060 Magnolia Ave Date St Union Pl E AC 271 37 11,081 80 0 100 0 Type II Slurry $5,873 2029-30 237 2560 Maple Ave City Limit Cedar Ave E AC 161 33 5,313 100 0 85 15 Type II Slurry $2,816 2029-30 237 2570 Maple Ave Cedar Ave Hickory St E AC 557 33 18,381 81 21 79 0 Type II Slurry $9,742 2029-30 240 99996 Mason Ct Birch St End E AC 177 43 6,995 70 64 36 0 Grind - AC Overlay $32,737 2029-30 250 3990 Moorpark Dr Brittany Ln Larkstone Ln E AC 979 36 39,544 86 63 37 0 Type II Slurry $20,958 2029-30 264 3780 Oak Pl Willow Dr Almond Dr E AC 365 33 12,392 86 32 68 0 Type II Slurry $6,568 2029-30 275 2800 Orange Ave Elm St Date St E AC 671 36 23,940 83 0 100 0 Type II Slurry $12,688 2029-30 275 2810 Orange Ave Date St Imperial Hwy E AC 652 36 23,472 83 0 75 25 Type II Slurry $12,440 2029-30 275 2820 Orange Ave Imperial Hwy Birch St E AAC 672 32 21,248 81 48 33 19 Type II Slurry $11,261 2029-30 275 2830 Orange Ave Birch St Ash St E AC 680 32 21,504 61 66 34 0 Grind - AC Overlay $100,639 2029-30 275 2840 Orange Ave Ash St Property Line E AC 688 36 24,768 63 71 29 0 Grind - AC Overlay $115,914 2029-30 275 8680 Orange Ave Cypress St Lambert Rd E AC 707 36 25,092 73 60 17 23 Grind - AC Overlay $117,431 2029-30 275 8685 Orange Ave Cypress St End E AC 370 36 14,832 92 0 100 0 Type II Slurry $7,861 2029-30 280 6970 Palmetto Pl End Pomelo Ave E AAC 493 36 19,260 86 0 97 3 Type II Slurry $10,208 2029-30 289 3770 Pepperwood Dr Pecan Pl Jacaranda Pl E AC 489 33 17,487 87 0 100 0 Type II Slurry $9,268 2029-30 2051 13200 Pheasant Ln Blue Jay Dr West End E AC 327 30 9,810 87 0 100 0 Type II Slurry $5,199 2029-30 296 6930 Pomelo Ave Avocado St Filbert Pl E AAC 246 36 11,006 82 12 88 0 Type II Slurry $5,833 2029-30 296 6940 Pomelo Ave Filbert Pl Sungrove Pl E AAC 252 36 9,072 88 0 100 0 Type II Slurry $4,808 2029-30 296 6950 Pomelo Ave Sungrove Pl Palmetto Pl E AAC 253 36 9,108 87 0 100 0 Type II Slurry $4,827 2029-30 296 6960 Pomelo Ave Palmetto Pl Lambert Rd E AAC 234 36 6,924 75 0 100 0 Type II Slurry $3,670 2029-30 298 2500 Poplar Ave Alder St Spruce St E AC 522 36 20,792 72 27 73 0 Type II Slurry $11,020 2029-30 298 2510 Poplar Ave Spruce St Elm St E AC 687 37 25,419 74 33 67 0 Type II Slurry $13,472 2029-30 298 2520 Poplar Ave Elm St Date St E AC 660 37 24,198 72 7 91 2 Type II Slurry $12,825 2029-30 298 3370 Poplar Ave Imperial Hwy Madison Way E AC 587 32 18,272 83 49 51 0 Type II Slurry $9,684 2029-30 298 3380 Poplar Ave Madison Way Birch St E AC 739 32 23,392 87 0 96 4 Type II Slurry $12,398 2029-30 298 3390 Poplar Ave Birch St Ash St E AC 347 36 12,492 92 0 100 0 Type II Slurry $6,621 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 9 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2029-30 298 3400 Poplar Ave Ash St Willow Dr E AC 291 36 10,476 91 29 71 0 Type II Slurry $5,552 2029-30 298 3410 Poplar Ave Willow Dr Cottonwood Dr E AC 287 36 10,332 83 48 44 8 Type II Slurry $5,476 2029-30 298 3420 Poplar Ave Cottonwood Dr Paseo De Toner E AC 325 36 13,500 87 0 96 4 Type II Slurry $7,155 2029-30 2052 13210 Railway Ave Santa Fe Rd Landmark Ln E AC 528 32 16,896 85 24 76 0 Type II Slurry $8,955 2029-30 305 3480 Randolph Ave Birch St Ash St E AC 350 37 12,950 86 0 100 0 Type II Slurry $6,864 2029-30 305 3490 Randolph Ave Ash St Willow Dr E AC 354 37 13,098 88 0 100 0 Type II Slurry $6,942 2029-30 305 3500 Randolph Ave Willow Dr Willow Dr E AC 238 36 8,568 91 0 100 0 Type II Slurry $4,541 2029-30 305 3510 Randolph Ave Willow Dr Cottonwood Dr E AC 106 37 3,922 86 0 100 0 Type II Slurry $2,079 2029-30 305 3520 Randolph Ave End Cottonwood Dr E AC 404 37 16,635 84 49 51 0 Type II Slurry $8,817 2029-30 2025 13240 Reynoso Pk Skyler Wy Jones Dr E AC 371 30 11,130 87 0 29 71 Type II Slurry $5,899 2029-30 323 4590 Saturn St Kraemer Blvd Imperial Hwy E AC 2,797 46 128,662 75 12 75 13 Type II Slurry $68,191 2029-30 323 4600 Saturn St Imperial Hwy Orbiter St E AC 1,163 46 53,498 65 69 29 2 Grind - AC Overlay $250,371 2029-30 342 10430 Southridge Dr De Lay St Lockhaven Dr E AC 934 37 35,662 84 5 68 27 Type II Slurry $18,901 2029-30 359 14460 Sunflower St Lambert Rd Stearns St P AC 172 40 6,880 85 36 64 0 Type II Slurry $3,646 2029-30 360 6980 Sungrove Pl End Pomelo Ave E AAC 461 36 18,108 87 0 98 2 Type II Slurry $9,597 2029-30 425 13001 Sunrose Ct Cederwood Ct End E AAC 220 36 9,370 87 0 100 0 Type II Slurry $4,966 2029-30 364 2720 Sycamore Ave Union Pl Imperial Hwy E AC 315 37 11,655 84 0 100 0 Type II Slurry $6,177 2029-30 2063 13480 Valley Crossing Rd Santa Fe Rd Landmark Ln E AC 526 32 16,832 84 13 87 0 Type II Slurry $8,921 2029-30 2063 13490 Valley Crossing Rd Landmark Ln Dr South End E AC 300 32 9,600 86 16 84 0 Type II Slurry $5,088 2029-30 389 7650 Wake Forest St Cycod Pl Cashew Ave E AAC 233 36 8,388 87 0 100 0 Type II Slurry $4,446 2029-30 390 14450 Walden Rd Lambert Rd Stearns St P AC 157 40 6,280 88 33 67 0 Type II Slurry $3,328 2029-30 2064 13500 Whistle Train Rd Valley Crossing Rd West End E AC 515 32 16,480 87 0 75 25 Type II Slurry $8,734 2029-30 2064 13510 Whistle Train Rd Boxcar Ln Valley Crossing Rd E AC 800 32 26,850 88 0 100 0 Type II Slurry $14,231 $2,135,879
2030-31 256 4870 Nasa St End Surveyor Ave E AC 375 46 18,337 56 64 9 27 Grind - AC Overlay $88,751 2030-31 256 4880 Nasa St Surveyor Ave Valencia Ave E AC 589 46 27,094 33 58 19 23 Grind - AC Overlay $131,135 2030-31 266 4680 Oakhaven Ave Elm St Date St E AAC 980 36 34,992 72 24 76 0 Grind - AC Overlay $169,361 2030-31 271 11500 Olinda Dr Carbon Canyon Rd Olinda Pl E AC 493 36 17,748 61 28 38 34 Grind - AC Overlay $85,900 2030-31 271 11510 Olinda Dr Olinda Pl Verbana Ln E AC 679 36 24,444 63 52 48 0 Grind - AC Overlay $118,309 2030-31 271 11520 Olinda Dr Verbana Ln Buckthorn Dr E AC 360 36 12,960 73 32 65 3 Grind - AC Overlay $62,726 2030-31 271 11530 Olinda Dr Buckthorn Dr City Limit E AC 1,325 36 47,700 59 29 51 20 Grind - AC Overlay $230,868 2030-31 272 11410 Olinda Pl Carbon Canyon Rd Lilac Ln E AC 295 36 10,620 63 50 50 0 Grind - AC Overlay $51,401 2030-31 299 5080 Primrose Ave Starflower St Foxglove St E AC 186 32 5,952 94 0 100 0 Type II Slurry $3,274 2030-31 299 5090 Primrose Ave Foxglove St Wintergreen St E AC 293 32 9,376 94 0 100 0 Type II Slurry $5,157 2030-31 299 5100 Primrose Ave End Wintergreen St E AC 478 32 17,064 93 0 100 0 Type II Slurry $9,385 2030-31 306 4930 Ranger Ave End Enterprise St E AC 350 46 17,187 44 70 24 6 Grind - AC Overlay $83,185 2030-31 306 4940 Ranger Ave Enterprise St Birch St E AC 619 46 28,474 47 57 37 6 Grind - AC Overlay $137,814 2030-31 373 4740 Tolbert St End Mujica Pl E AAC 261 36 11,196 81 10 90 0 Type II Slurry $6,158 2030-31 373 4750 Tolbert St Mujica Pl Vesuvius Dr E AAC 261 36 9,180 71 11 56 33 Grind - AC Overlay $44,431 2030-31 373 4760 Tolbert St Vesuvius Dr Mauna Loa St E AAC 363 36 15,218 73 11 87 2 Type II Slurry $8,370 2030-31 388 4900 Voyager Ave Enterprise St Birch St E AC 595 46 26,995 36 80 19 1 Grind - AC Overlay $130,656 2030-31 413 5120 Wintergreen St End Primrose Ave E AC 261 32 10,120 94 0 100 0 Type II Slurry $5,566 $1,372,447
2031-32 21 9190 Arrowwood Dr Glenoaks St Pineridge St E AC 232 37 8,584 85 0 100 0 Type II Slurry $4,893 2031-32 21 9200 Arrowwood Dr Pineridge St Nutwood St E AC 813 37 29,785 84 0 100 0 Type II Slurry $16,977 2031-32 21 9210 Arrowwood Dr Nutwood St Tamarack Ave E AC 1,558 37 57,646 80 0 96 4 Type II Slurry $32,858 2031-32 521 14240 Belridge Terrace N Tonner Ridge Dr E Ojai Dr E AC 884 30 26,520 85 0 90 10 Type II Slurry $15,116 2031-32 108 8690 Cypress St End Orange Ave E AC 244 44 11,137 76 26 44 30 Type II Slurry $6,348 2031-32 108 8700 Cypress St Orange Ave Brea Blvd E AC 343 44 15,092 84 0 31 69 Type II Slurry $8,602 2031-32 108 8710 Cypress St Brea Blvd Madrona Ave E AC 272 32 7,954 85 0 42 58 Type II Slurry $4,534 2031-32 110 8820 Dalewood Pl Pepper Tree Dr End E AAC 420 36 16,632 78 0 94 6 Type II Slurry $9,480 2031-32 131 7720 Driftwood Pl Driftwood Ave Driftwood Ave E PCC 117 20 2,840 72 63 18 19 Grind - AC Overlay $14,370 2031-32 131 9120 Driftwood Pl End Ponderosa Ave E AC 406 37 16,746 89 0 100 0 Type II Slurry $9,545 2031-32 135 8810 Eastwood Pl Pepper Tree Dr End E AAC 522 36 20,304 85 0 100 0 Type II Slurry $11,573 2031-32 152 9220 Evergreen Dr Pineridge St Nutwood St E AC 565 36 20,044 76 9 91 0 Type II Slurry $11,425 2031-32 152 9230 Evergreen Dr Nutwood St Tamarack Ave E AC 1,112 37 40,552 78 23 77 0 Type II Slurry $23,115 2031-32 173 9320 Glenoaks St Site Dr Arrowwood Dr E AC 139 37 5,143 76 44 56 0 Type II Slurry $2,932 2031-32 173 9330 Glenoaks St Arrowwood Dr Lynwood Dr E AC 634 37 23,162 83 0 100 0 Type II Slurry $13,202 2031-32 173 9340 Glenoaks St Lynwood Dr Tamarack Ave E AC 243 37 8,695 83 0 100 0 Type II Slurry $4,956 2031-32 185 9130 Hazelwood Pl End Ponderosa Ave E AC 429 37 17,597 84 0 95 5 Type II Slurry $10,030 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 10 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2031-32 231 9180 Lynwood Dr Tamarack Ave Glenoaks St E AC 733 37 30,325 73 35 43 22 Grind - AC Overlay $153,445 2031-32 235 7810 Malibu Canyon Rd End Shadow Canyon Rd E AC 515 29 12,762 93 0 100 0 Type II Slurry $7,274 2031-32 235 7820 Malibu Canyon Rd Shadow Canyon Rd Malibu Canyon Way E AC 209 29 6,061 93 0 96 4 Type II Slurry $3,455 2031-32 235 7830 Malibu Canyon Rd Malibu Canyon Way Canyon Country Rd E AC 426 29 11,513 93 0 60 40 Type II Slurry $6,562 2031-32 235 7840 Malibu Canyon Rd End Malibu Canyon Way E PCC 149 29 6,059 64 12 0 88 Grind - AC Overlay $30,659 2031-32 2022 13100 Matthews Ln Charleston Wy Salveson Rd E AC 361 30 10,830 86 0 100 0 Type II Slurry $6,173 2031-32 243 10840 McCart Ave City Limit De Jur St E AC 470 37 17,390 82 0 100 0 Type II Slurry $9,912 2031-32 244 10845 McCart Cir McCart Ave End E AC 107 37 5,497 80 0 100 0 Type II Slurry $3,133 2031-32 245 6290 Meadowcreek Rd End Newhaven Dr E AAC 83 63 4,329 80 0 89 11 Type II Slurry $2,468 2031-32 245 6340 Meadowcreek Rd Newhaven Dr Associated Rd E AAC 300 16 5,550 73 18 82 0 Type II Slurry $3,164 2031-32 245 6341 Meadowcreek Rd Associated Rd Newhaven Dr E AAC 300 16 5,550 80 0 100 0 Type II Slurry $3,164 2031-32 245 6350 Meadowcreek Rd End Meadowcreek Rd E AAC 74 63 3,858 82 46 54 0 Type II Slurry $2,199 2031-32 245 6360 Meadowcreek Rd Meadowcreek Rd End E AAC 85 63 4,351 65 68 32 0 Grind - AC Overlay $17,404 2031-32 2044 13110 Merrifield Dr Santa Fe Rd Tangerine Pl E AC 218 32 6,976 69 21 79 0 Type II Slurry $3,976 2031-32 247 12630 Midbury St Puente St Wesham Pl E AAC 726 32 22,976 80 0 97 3 Type II Slurry $13,096 2031-32 247 12640 Midbury St Wesham Pl Alwick Pl E AAC 293 32 11,126 76 0 100 0 Type II Slurry $6,342 2031-32 248 10010 Mooncrest Cir End Fawnridge Dr E AAC 379 36 15,156 84 12 69 19 Type II Slurry $8,639 2031-32 251 5170 Morning Glory St End Flowerhill St E AC 606 32 21,160 94 0 100 0 Type II Slurry $12,061 2031-32 251 5180 Morning Glory St Flowerhill St Property Line E AC 543 32 19,144 93 0 100 0 Type II Slurry $10,912 2031-32 254 11760 Mulberry Ave Juniper St Acacia St E AC 670 33 21,912 90 0 93 7 Type II Slurry $12,490 2031-32 254 11770 Mulberry Ave Acacia St Chestnut Ave E AC 198 33 6,534 91 0 100 0 Type II Slurry $3,724 2031-32 254 11780 Mulberry Ave Chestnut Ave Fir St E AC 512 33 16,632 89 0 100 0 Type II Slurry $9,480 2031-32 254 2410 Mulberry Ave Juniper St City Limit E AC 139 33 4,389 58 71 15 14 Grind - AC Overlay $22,208 2031-32 501 14000 Newhall Terrace CARMICHAEL DR CDS (N) E AC 678 36 4,068 83 0 100 0 Type II Slurry $2,319 2031-32 501 14010 Newhall Terrace CARMICHAEL DR CDS (W) E AC 715 36 4,288 84 0 100 0 Type II Slurry $2,444 2031-32 258 6500 Newhaven Dr Donnybrook Rd Morningflower Cir E AAC 158 16 4,128 82 0 100 0 Type II Slurry $2,353 2031-32 258 6510 Newhaven Dr Morningflower Cir Meadowcreek Rd E AAC 247 32 7,904 79 0 100 0 Type II Slurry $4,505 2031-32 258 6520 Newhaven Dr Meadowcreek Rd Waterfall Ln E AAC 317 16 5,072 81 0 100 0 Type II Slurry $2,891 2031-32 258 6530 Newhaven Dr Waterfall Ln Brookside Ln E AAC 249 16 3,984 80 34 62 4 Type II Slurry $2,271 2031-32 258 6540 Newhaven Dr Brookside Ln Dapplegray Cir E AAC 191 16 3,056 76 0 100 0 Type II Slurry $1,742 2031-32 258 6550 Newhaven Dr Dapplegray Cir Strawberry Ln E AAC 54 32 1,728 62 0 97 3 Grind - AC Overlay $6,912 2031-32 258 6560 Newhaven Dr Strawberry Ln Acorn Cir E AAC 189 16 3,024 69 7 91 2 Type II Slurry $1,724 2031-32 258 6570 Newhaven Dr Acorn Cir Cloverdale Dr E AAC 38 17 646 82 0 100 0 Type II Slurry $368 2031-32 258 6590 Newhaven Dr Appleblossom Cir Daisy Cir E AAC 267 16 4,272 75 33 67 0 Grind - AC Overlay $21,616 2031-32 258 6600 Newhaven Dr Waterfall Dr Brookside Ln E AAC 236 16 3,776 74 9 28 63 Type II Slurry $2,152 2031-32 258 6601 Newhaven Dr Apple Blossom Cir Dapplegray Cir E AAC 250 16 4,000 70 41 58 1 Grind - AC Overlay $20,240 2031-32 261 11256 Northwood Ave Dorothy Dr Old Mill Dr E AC 503 21 13,503 88 0 96 4 Type II Slurry $7,697 2031-32 261 11262 Northwood Ave Berry St End E AC 473 32 15,963 84 0 100 0 Type II Slurry $9,099 2031-32 262 9270 Nutwood St Site Dr Arrowwood Dr E AC 186 37 6,882 83 0 100 0 Type II Slurry $3,923 2031-32 262 9280 Nutwood St Arrowwood Dr Evergreen Dr E AC 296 37 10,952 74 30 70 0 Grind - AC Overlay $55,417 2031-32 262 9290 Nutwood St Evergreen Dr Tamarack Ave E AC 1,178 37 43,586 82 39 61 0 Type II Slurry $24,844 2031-32 265 10620 Oakcrest Ave Berenice Dr Poinsettia Ave E AAC 267 36 10,962 95 0 100 0 Type II Slurry $6,248 2031-32 265 10630 Oakcrest Ave Poinsettia Ave Wardman Dr E AAC 410 36 14,760 95 0 100 0 Type II Slurry $8,413 2031-32 265 10640 Oakcrest Ave Wardman Dr Cedarcrest Dr E AAC 229 36 10,394 95 0 100 0 Type II Slurry $5,925 2031-32 265 11350 Oakcrest Ave End Sandalwood Dr E AC 496 36 19,368 85 0 100 0 Type II Slurry $11,040 2031-32 265 12400 Oakcrest Ave Old Mill Rd Kellen St E AC 1,135 36 45,160 91 0 100 0 Type II Slurry $25,741 2031-32 267 10090 Oakknoll St Forestview Dr End E AAC 470 36 18,720 80 41 59 0 Type II Slurry $10,670 2031-32 267 10095 Oakknoll St Old Mill Ct Forestview Dr E AAC 164 36 5,904 89 0 100 0 Type II Slurry $3,365 2031-32 267 10100 Oakknoll St Fawnridge Ave Old Mill Ct E AAC 350 36 14,350 87 0 100 0 Type II Slurry $8,180 2031-32 273 7050 Olive Ave End Buttonwood Dr E AC 290 36 12,240 84 0 100 0 Type II Slurry $6,977 2031-32 273 7060 Olive Ave Buttonwood Dr Mango St E AC 537 36 21,482 89 0 97 3 Type II Slurry $12,245 2031-32 274 3810 Olive Pl Willow Ave Almond Dr E AC 379 33 15,743 87 0 100 0 Type II Slurry $8,974 2031-32 278 2 Palm Dr End Elm St E AC 681 33 24,249 67 64 36 0 Grind - AC Overlay $122,700 2031-32 284 11940 Peach Ave End Cherry St E AC 492 33 21,314 76 0 100 0 Type II Slurry $12,149 2031-32 288 8720 Pepper Tree Dr Forest Pl Lambert Rd E AAC 558 36 19,800 75 77 23 0 Grind - AC Overlay $100,188 2031-32 288 8730 Pepper Tree Dr Eastwood Pl Forest Pl E AAC 280 36 10,080 63 75 25 0 Grind - AC Overlay $40,320 2031-32 288 8740 Pepper Tree Dr Dalewood Pl Eastwood Pl E AAC 280 36 10,080 88 0 56 44 Type II Slurry $5,746 2031-32 288 8750 Pepper Tree Dr Clove Pl Dalewood Pl E AAC 240 36 8,640 80 72 25 3 Type II Slurry $4,925 2031-32 288 8760 Pepper Tree Dr Brea Blvd Clove Pl E AAC 552 36 24,172 82 36 41 23 Type II Slurry $13,778 2031-32 509 14110 Pico Canyon Ln Alamitos Rd N San Ardo Dr E AC 797 36 28,680 86 0 100 0 Type II Slurry $16,348 GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 11 of 12 City of Brea, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2025-2032 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Maint. Type Total $ City Projected $ 2031-32 291 9300 Pineridge St Arrowwood Dr Evergreen Dr E AC 256 37 9,176 83 0 100 0 Type II Slurry $5,230 2031-32 291 9310 Pineridge St Evergreen Dr Tamarack Ave E AC 828 37 30,340 83 0 100 0 Type II Slurry $17,294 2031-32 292 11400 Pioneer St Lambert Rd Puente St E AC 1,649 44 72,556 56 43 38 19 Grind - AC Overlay $367,133 2031-32 297 9140 Ponderosa Ave Orangewood Dr Mariposa Dr E AC 289 37 10,693 89 0 89 11 Type II Slurry $6,095 2031-32 297 9150 Ponderosa Ave Mariposa Dr Driftwood Ave E AC 426 37 15,762 88 0 65 35 Type II Slurry $8,984 2031-32 297 9160 Ponderosa Ave Driftwood Ave Hazelwood Pl E AC 549 37 20,313 86 0 82 18 Type II Slurry $11,578 2031-32 297 9170 Ponderosa Ave Hazelwood Pl City Limit E AC 262 37 9,694 89 0 100 0 Type II Slurry $5,526 2031-32 305 3451 Randolph Ave Imperial Ave Imperial Ave E AC 445 30 19,737 89 0 90 10 Type II Slurry $11,250 2031-32 305 3460 Randolph Ave Imperial Hwy Madison Way E AC 1,046 23 30,008 45 76 21 3 Grind - AC Overlay $151,840 2031-32 305 3461 Randolph Ave Madison Way Imperial Hwy E AC 1,049 23 29,533 59 78 16 6 Grind - AC Overlay $149,437 2031-32 305 3470 Randolph Ave Madison Way Birch St E AC 724 60 43,440 61 38 54 8 Grind - AC Overlay $219,806 2031-32 2053 13230 Redtail Dr Pheasant Ln Hawks Dr E AC 456 30 13,680 86 0 100 0 Type II Slurry $7,798 2031-32 310 2730 Redwood Ave End Date St E AC 356 33 11,748 83 0 100 0 Type II Slurry $6,696 2031-32 310 2740 Redwood Ave Date St Union Pl E AC 335 37 13,449 77 0 100 0 Type II Slurry $7,666 2031-32 2054 13270 Roadrunner Dr Cardinal St Condor Ave E AC 585 30 18,800 86 0 100 0 Type II Slurry $10,716 2031-32 313 9840 Robert Ct End Eden Way E AC 572 36 22,104 85 0 100 0 Type II Slurry $12,599 2031-32 313 9850 Robert Ct Northwood Ave Eden Way E AC 416 36 14,976 85 0 100 0 Type II Slurry $8,536 2031-32 317 11020 Rutledge Pl End Lockhaven Dr E AC 267 27 8,764 50 66 33 1 Grind - AC Overlay $44,346 2031-32 2013 12700 Salveson Rd Tremaine Rd Berry St E AC 180 24 4,320 89 0 100 0 Type II Slurry $2,462 2031-32 2013 12830 Salveson Rd Matthews Ln Tremaine Rd E AC 435 30 13,050 85 15 85 0 Type II Slurry $7,439 2031-32 2056 13290 Sandpiper Way Lark Ln Valencia Ave E AC 1,021 32 33,922 85 0 100 0 Type II Slurry $19,336 2031-32 336 9240 Site Dr Central Ave Glenoaks St E AC 1,123 36 40,428 86 0 59 41 Type II Slurry $23,044 2031-32 336 9250 Site Dr Glenoaks St Nutwood St E AC 1,225 36 44,100 81 0 100 0 Type II Slurry $25,137 2031-32 336 9260 Site Dr Nutwood St City Limit E AC 494 36 17,784 78 0 88 12 Type II Slurry $10,137 2031-32 365 9400 Tamarack Ave Central Ave Orangewood Dr E AC 490 36 17,352 82 32 57 11 Type II Slurry $9,891 2031-32 365 9410 Tamarack Ave Orangewood Dr Mariposa Dr E AC 250 36 9,000 67 0 79 21 Cape Seal $45,540 2031-32 365 9430 Tamarack Ave Mariposa Dr Glenoaks St E AC 472 36 16,992 85 0 100 0 Type II Slurry $9,685 2031-32 365 9440 Tamarack Ave Glenoaks St Pineridge St E AC 225 36 8,100 78 0 100 0 Type II Slurry $4,617 2031-32 365 9450 Tamarack Ave Pineridge St Nutwood St E AC 708 36 25,488 81 0 100 0 Type II Slurry $14,528 2031-32 365 9460 Tamarack Ave Nutwood St Evergreen Dr E AC 289 36 10,404 80 0 100 0 Type II Slurry $5,930 $2,378,624
$1,500,000
GREEN HIGHLIGHTED AREAS DENOTE PROPOSED / SCHEDULED ARTERIAL/COLLECTOR SECTIONS - FY 2025-2032 Page 12 of 12 City of Brea, CA Page 13
2025 Citywide Pavement Management Plan – OCTA Submittal Final Report – May 28, 2025
XII. APPENDIX B – COMPLETE STREET LISTING CURRENT CONDITIONS City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date Arterials / Collectors (MPAH)
26 760 Associated Rd Imperial Hwy Greenbriar Ln A AC 1,195 32 40,240 66 4 54 42 2/12/25 New Construction - Initial 1/1/80 26 761 Associated Rd Greenbriar Ln Imperial Hwy A AC 1,195 30 38,775 84 0 96 4 2/14/25 New Construction - Initial 1/1/80 26 770 Associated Rd Greenbriar Ln Chevy Chase Dr A AC 980 30 30,900 89 0 100 0 2/13/25 New Construction - Initial 1/1/80 26 771 Associated Rd Chevy Chase Dr Greenbriar Ln A AC 980 30 30,900 81 28 56 16 2/13/25 New Construction - Initial 1/1/80 26 780 Associated Rd Chevy Chase Dr Eucalyptus Ln A AC 419 31 12,989 84 24 47 29 2/13/25 New Construction - Initial 1/1/80 26 781 Associated Rd Eucalyptus Ln Chevy Chase Dr A AC 420 32 14,190 84 0 82 18 2/13/25 New Construction - Initial 1/1/80 26 790 Associated Rd Eucalyptus Ln Birch St A AC 412 38 18,656 86 0 76 24 2/13/25 New Construction - Initial 1/1/80 26 791 Associated Rd Birch St Eucalyptus Ln A AC 415 27 12,205 77 0 77 23 2/13/25 New Construction - Initial 1/1/80 26 800 Associated Rd Birch St Country Hills Rd A AC 527 60 31,620 73 0 63 37 2/14/25 Complete Reconstruction - AC 4/27/07 26 810 Associated Rd Country Hills Rd Sleepy Hollow Ln A AC 898 60 53,880 80 0 45 55 2/14/25 Complete Reconstruction - AC 4/27/07 26 820 Associated Rd Sleepy Hollow Ln Donnybrook Rd A AC 210 23 4,830 88 0 100 0 2/20/25 Complete Reconstruction - AC 4/27/07 26 825 Associated Rd Donnybrook Rd Sleepy Hollow Ln A AC 210 23 5,680 71 0 37 63 2/20/25 Complete Reconstruction - AC 4/27/07 26 830 Associated Rd Donnybrook Rd Meadowcreek Rd A AC 348 23 8,854 88 0 100 0 2/20/25 Complete Reconstruction - AC 4/27/07 26 835 Associated Rd Meadowcreek Rd Donnybrook Rd A AC 348 23 8,004 69 0 35 65 2/20/25 Complete Reconstruction - AC 4/27/07 26 840 Associated Rd Meadowcreek Rd Cloverdale Dr A AC 630 60 37,800 77 0 63 37 2/20/25 Complete Reconstruction - AC 4/27/07 26 850 Associated Rd Cloverdale Dr Windwood Ln A AC 189 60 11,340 78 0 57 43 2/20/25 Complete Reconstruction - AC 4/27/07 26 860 Associated Rd Windwood Ln Woodhill Ln A AC 595 60 35,700 73 0 56 44 2/20/25 New Construction - AC 4/27/07 26 870 Associated Rd Woodhill Ln Lambert Rd A AC 425 60 25,500 77 0 51 49 2/20/25 Complete Reconstruction - AC 4/27/07 39 280 Berry St Imperial Hwy Mercury Ln A AAC 843 60 51,885 90 41 56 3 3/30/23 Overlay - AC Structural 8/21/07 39 290 Berry St Mercury Ln Railroad Tracks A AAC 493 60 29,580 73 6 94 0 2/24/25 Overlay - AC Structural 8/21/07 39 300 Berry St Railroad Tracks Vanguard Way A AAC 847 60 50,820 73 56 44 0 2/24/25 Overlay - AC Structural 8/21/07 39 310 Berry St Vanguard Way Lambert Rd A AAC 417 60 25,020 70 38 54 8 2/24/25 Overlay - AC Structural 8/21/07 39 320 Berry St Lambert Rd Berry Way A AAC 687 60 41,220 74 24 74 2 3/30/23 Overlay - AC Structural 8/21/07 39 330 Berry St Berry Way Apollo St A AAC 553 60 33,180 72 0 64 36 3/30/23 Overlay - AC Structural 8/21/07 39 340 Berry St Apollo St Challenger St A AAC 363 60 21,780 73 19 66 15 3/30/23 Overlay - AC Structural 8/21/07 39 350 Berry St Challenger St Explorer St A AAC 120 64 7,680 75 0 100 0 3/30/23 Overlay - AC Structural 8/21/07 39 360 Berry St Explorer St Columbia St A AAC 393 60 23,580 81 0 100 0 3/30/23 Overlay - AC Structural 8/21/07 39 370 Berry St Columbia St Central Ave A AAC 480 80 37,000 77 0 95 5 3/30/23 Overlay - AC Structural 8/21/07 39 380 Berry St Central Ave Salveson Rd. A AC 1,160 27 34,820 77 0 100 0 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 381 Berry St Salveson Rd. Central Ave A AC 1,160 27 33,320 77 0 100 0 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 390 Berry St Salveson Rd. Stonebridge Ln A AC 1,296 80 102,080 82 8 88 4 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 400 Berry St Stonebridge Dr Amber Hill Dr A AC 743 32 23,776 76 21 69 10 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 401 Berry St Amber Hill Dr Stonebridge Dr A AC 736 32 23,552 83 15 79 6 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 410 Berry St Amber Hill Dr Northwood Ave A AC 828 32 28,496 78 0 64 36 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 411 Berry St Northwood Ave Amber Hill Dr A AC 940 32 32,080 80 25 69 6 2/17/25 Surface Treatment - Slurry Seal 1/1/18 39 415 Berry St Northwood Ave End A AC 145 80 8,200 59 34 63 3 3/23/23 New Construction - Initial 1/1/80 40 1350 Birch St Walnut Ave Brea Blvd A AC 369. 38. 11,772 89 0 100 0 3/20/25 Surface Treatment - Slurry Seal 8/1/11 40 1360 Birch St Brea Blvd Orange Ave A AC 351 22 5,672 86 38 57 5 3/31/23 Surface Treatment - Slurry Seal 8/1/11 40 13630 Birch St Shopping Center Madrona A AC 180. 38. 6,840 85 0 23 77 3/20/25 New Construction - Initial 1/1/80 40 1365 Birch St Orange Ave Brea Blvd A AC 296 22 2,512 91 24 76 0 3/31/23 Surface Treatment - Slurry Seal 8/1/11 40 1370 Birch St Orange Ave Flower Ave A AC 381 60 22,860 85 13 46 41 3/31/23 Grinding (Localized) 7/1/02 40 1380 Birch St Flower Ave Redwood Ave A AC 494 60 29,640 68 46 27 27 3/31/23 Surface Treatment - Slurry Seal 7/1/01 40 1390 Birch St Redwood Ave Laurel Ave A AC 308 60 18,480 69 59 35 6 3/31/23 Grinding (Localized) 7/1/02 40 1400 Birch St Laurel Ave Poplar Ave A AC 342 64 21,888 77 61 37 2 3/31/23 Grinding (Localized) 7/1/02 40 1410 Birch St Poplar Ave Randolph Ave A AC 1,047 60 61,570 81 0 100 0 3/31/23 Grinding (Localized) 7/1/02 40 1420 Birch St Randolph Ave Brea Mall Entrance A AC 1,032 80 80,480 70 58 26 16 3/31/23 Surface Treatment - Slurry Seal 4/1/13 40 1440 Birch St Brea Mall Entrance State College Blvd A AC 1,027 40 41,080 74 77 23 0 3/31/23 Surface Treatment - Slurry Seal 4/1/13 40 1445 Birch St State College Blvd Brea Mall Entrance A AC 1,027 40 41,080 66 71 29 0 3/31/23 Surface Treatment - Slurry Seal 4/1/13 40 1450 Birch St State College Blvd 57 Freeway A AC 630 25 17,625 62 83 17 0 3/31/23 Surface Treatment - Slurry Seal 7/1/02 40 1455 Birch St 57 Freeway State College Blvd A AC 630 30 24,100 64 65 15 20 3/31/23 New Construction - Initial 1/1/80 40 1460 Birch St 57 Freeway Associated Rd A AC 1,487 80 118,960 69 75 12 13 3/31/23 Surface Treatment - Slurry Seal 7/1/02 40 1470 Birch St Associated Rd Associated Rd A AC 1,707 60 110,920 62 75 13 12 5/3/23 Surface Treatment - Slurry Seal 7/1/02 40 1480 Birch St Associated Rd Kraemer Blvd A AC 2,036 60 127,160 40 84 10 6 2/26/25 Surface Treatment - Slurry Seal 7/1/02 40 1490 Birch St Kraemer Blvd Ranger Ave A AC 1,228 70 89,460 58 65 31 4 2/26/25 Grinding (Localized) 7/1/98 40 1500 Birch St Ranger Ave Flower Hill St A AC 1,062 70 74,340 59 48 45 7 2/26/25 Grinding (Localized) 7/1/98 40 1510 Birch St Flower Hill St Voyager Ave A AC 713 74 54,762 48 47 36 17 2/26/25 Complete Reconstruction - AC 11/1/07 40 1515 Birch St Voyager Ave Flower Hill St A AC 713 28 21,464 55 45 30 25 2/26/25 New Construction - Initial 11/1/07 40 1520 Birch St Voyager Ave Valencia Ave A AC 1,770 28 55,060 69 57 43 0 2/5/25 Complete Reconstruction - AC 11/1/07 40 1525 Birch St Valencia ave Voyager Ave A AC 1,770 28 55,060 78 22 76 2 2/5/25 New Construction - Initial 11/1/07 51 420 Brea Blvd Juniper St Acacia St A AC 493 31 14,155 96 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 421 Brea Blvd Acacia St Juniper St A AC 493 31 16,033 91 0 100 0 3/24/23 Surface Treatment - Slurry Seal 9/18/24

Page 1 of 23 ends

City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date 51 430 Brea Blvd Acacia St Locust St A AC 323 31 11,013 94 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 431 Brea Blvd Locust St Acacia St A AC 323 29 9,367 88 0 100 0 3/24/23 Surface Treatment - Slurry Seal 9/18/24 51 440 Brea Blvd Locust St Fir St A AC 315 31 12,865 95 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 441 Brea Blvd Fir St. Locust St. A AC 315 29 9,885 84 0 100 0 3/24/23 Surface Treatment - Slurry Seal 9/18/24 51 450 Brea Blvd Fir St Alder St A AC 696 29 21,434 90 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 451 Brea Blvd Alder St Fir St. A AC 696 29 22,184 89 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 460 Brea Blvd Alder St Elm St A AC 647 29 20,013 95 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 461 Brea Blvd Elm St. Alder St. A AC 647 31 21,557 93 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 470 Brea Blvd Elm St Date St A AC 700 31 22,950 91 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 471 Brea Blvd Date St. Elm St. A AC 700 31 22,950 92 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 480 Brea Blvd Date St Imperial Hwy A AC 631 33 24,323 94 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 481 Brea Blvd Imperial Hwy Date St A AC 631 31 23,561 90 0 100 0 2/24/25 Surface Treatment - Slurry Seal 9/18/24 51 490 Brea Blvd Imperial Hwy Birch St A AC 667 39 24,323 91 0 100 0 2/24/25 Surface Treatment - Slurry Seal 1/1/20 51 495 Brea Blvd Birch St Imperial Hwy A AC 667 33 35,679 88 17 61 22 2/24/25 Surface Treatment - Slurry Seal 1/1/20 51 500 Brea Blvd Birch St Ash St A AC 678 36 26,748 78 0 100 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 505 Brea Blvd Ash St Birch St A AC 678 36 30,068 78 12 88 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 510 Brea Blvd Ash St Railroad Tracks A AC 580 36 20,880 78 0 87 13 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 515 Brea Blvd Railroad Tracks Ash St A AC 580 36 22,630 84 0 100 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 520 Brea Blvd Railroad Tracks Bracken St A AAC 416 80 32,105 85 0 100 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 540 Brea Blvd Bracken St Cypress St A AAC 412 70 28,840 84 0 96 4 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 550 Brea Blvd Cypress St Lambert Rd A AAC 547 25 22,427 82 0 100 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 555 Brea Blvd Lambert Rd Cypress St A AAC 547 37 22,062 89 0 100 0 2/21/25 Surface Treatment - Slurry Seal 1/1/20 51 560 Brea Blvd Lambert Rd Pepper Tree Dr A AAC 1,463 78 112,364 77 21 62 17 2/21/25 Surface Reconstruction - AC 4/1/07 51 570 Brea Blvd Pepper Tree Dr Central Ave A AAC 1,230 78 96,190 77 0 53 47 2/21/25 Surface Reconstruction - AC 4/1/07 51 580 Brea Blvd Central Ave Canyondale Dr A AAC 810 70 60,750 79 0 98 2 2/20/25 Surface Reconstruction - AC 4/1/07 51 590 Brea Blvd Canyondale Dr Canyon Country Rd A AAC 805 56 42,680 72 51 36 13 2/21/25 Surface Reconstruction - AC 4/1/07 51 600 Brea Blvd Canyon Country Rd City Limit A AAC 425 50 20,600 68 73 22 5 2/20/25 Surface Reconstruction - AC 4/1/07 536 16000 Brea Canyon Blvd West City Limits City Limits (1300' W/ Tomer Canyon) A AC 1,120. 28. 31,360 95 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/23 78 1810 Central Ave City Limit Roscoe St A AC 957 70 24,150 81 15 40 45 3/31/23 Grinding (Localized) 7/1/01 78 1820 Central Ave Roscoe St De Jur St A AC 875 60 13,800 63 65 28 7 3/31/23 Grinding (Localized) 7/1/01 78 1830 Central Ave De Jur St Puente St A AC 798 70 53,085 70 48 40 12 3/31/23 Grinding (Localized) 7/1/01 78 1850 Central Ave Puente St Steele Dr A AC 1,220 80 91,500 77 25 66 9 2/17/25 Grinding (Localized) 7/1/01 78 1860 Central Ave Steele Dr Berry St A AC 1,539 70 107,730 77 8 83 9 3/25/23 Grinding (Localized) 7/1/00 78 1870 Central Ave Berry St Site Dr A AC 1,284 80 100,970 76 55 45 0 3/25/23 Grinding (Localized) 7/1/01 78 1880 Central Ave Site Dr Tamarack Ave A AC 913 80 70,140 77 26 50 24 3/25/23 Grinding (Localized) 7/1/00 78 1890 Central Ave Tamarack Ave Brea Blvd A AC 1,529 80 118,370 71 38 53 9 3/25/23 Grinding (Localized) 7/1/00 143 3060 Elm St Property Line Sievers Ave C AC 141. 32. 4,314 40 63 37 0 3/20/25 Surface Treatment - Slurry Seal 4/1/15 143 3090 Elm St Walnut Ave Brea Blvd C AAC 362. 30. 9,780 87 0 88 12 3/20/25 Overlay - AC Structural 4/8/11 143 3130 Elm St Magnolia Ave Sycamore Ave C AC 295. 37. 10,915 70 0 88 12 3/20/25 Grinding (Localized) 7/1/01 208 890 Kraemer Blvd City Limit Saturn St A AC 420 40 16,800 95 0 100 0 2/26/25 New Construction - Initial 1/1/80 208 900 Kraemer Blvd Saturn St Imperial Hwy A AC 914 80 73,120 88 0 39 61 2/26/25 New Construction - Initial 1/1/80 208 910 Kraemer Blvd Imperial Hwy Orbiter St A AC 1,161 28 44,008 94 0 41 59 2/7/25 New Construction - Initial 1/1/80 208 915 Kraemer Blvd Orbiter St Imperial Hwy A AC 1,161 36 57,946 91 0 28 72 2/7/25 New Construction - Initial 1/1/80 208 930 Kraemer Blvd Orbiter St Birch St A AC 1,414 88 124,612 93 0 33 67 2/7/25 New Construction - Initial 1/1/80 208 940 Kraemer Blvd Birch St Country Hlls Rd A AC 511 47 24,017 96 0 100 0 2/7/25 New Construction - Initial 1/1/80 208 945 Kraemer Blvd Country Hills Rd Birch St A AC 511 40 20,440 93 0 46 54 2/7/25 New Construction - Initial 1/1/80 208 950 Kraemer Blvd Country Hills Rd Edgemont Ln A AC 663 80 53,040 97 0 100 0 2/7/25 New Construction - Initial 1/1/80 208 960 Kraemer Blvd Edgemont Ln Lambert Rd A AC 592 80 47,360 94 0 73 27 2/7/25 New Construction - Initial 1/1/80 212 1530 Lambert Rd City Limit Pioneer St A AC 480 33 15,840 89 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1535 Lambert Rd Pioneer St City Limit A AC 480 33 18,340 94 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1540 Lambert Rd Pioneer St Puente St A AC 947 43 40,721 91 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1545 Lambert Rd Puente St Pioneer St A AC 947 33 33,501 91 0 100 0 2/21/25 Surface Treatment - Slurry Seal 7/1/01 212 1560 Lambert Rd Puente St Delta Ave A AC 1,307 33 46,631 93 0 69 31 2/21/25 Grinding (Localized) 7/1/01 212 1565 Lambert Rd Delta Ave Puente St A AC 1,307 33 47,631 88 51 49 0 2/21/25 Grinding (Localized) 7/1/01 212 1570 Lambert Rd Delta Ave Berry St A AC 1,374 80 108,170 82 23 74 3 2/21/25 Grinding (Localized) 7/1/01 212 1575 Lambert Rd Berry St Delta Ave A AC 1,374 43 59,082 75 10 61 29 2/21/25 Grinding (Localized) 7/1/01 212 1580 Lambert Rd Berry St Basse Ln A AC 1,286 80 99,380 79 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1585 Lambert Rd Basse Ln Berry St A AC 1,286 43 55,298 82 0 100 0 2/21/25 Grinding (Localized) 7/1/00 212 1590 Lambert Rd Basse Ln Tamarack Ave A AC 699 33 25,567 82 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1595 Lambert Rd Tamarack Ave Basse Ln A AC 699 43 28,307 86 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1600 Lambert Rd Tamarack Ave Napoli Dr A AC 380 80 22,080 88 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1605 Lambert Rd Napoli Dr Tamarack Ave A AC 380 43 16,340 82 0 100 0 2/21/25 Grinding (Localized) 7/1/01

Page 2 of 23 ends

City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date 212 1610 Lambert Rd Napoli Dr Pepper Tree Dr A AC 417 80 33,360 84 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1615 Lambert Rd Pepper Tree Dr Napoli Dr A AC 417 43 17,931 79 38 62 0 2/21/25 Grinding (Localized) 7/1/01 212 1620 Lambert Rd Pepper Tree Dr Madrona Ave A AC 203 33 6,699 94 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1625 Lambert Rd Madrona Ave Pepper Tree Dr A AC 203 43 8,479 82 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1630 Lambert Rd Madrona Ave Brea Blvd A AC 323 43 16,139 89 36 64 0 2/21/25 Grinding (Localized) 7/1/01 212 1635 Lambert Rd Brea Blvd Madrona Ave A AC 323 33 10,659 83 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1640 Lambert Rd Brea Blvd Orange Ave A AC 419 33 13,827 87 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1645 Lambert Rd Orange Ave Brea Blvd A AC 419 43 18,017 89 0 100 0 2/21/25 Surface Treatment - Slurry Seal 7/1/98 212 1650 Lambert Rd Orange Ave Country Ln A AC 820 33 29,560 90 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1655 Lambert Rd Country Ln Orange Ave A AC 820 33 29,660 87 0 100 0 2/21/25 New Construction - Initial 1/1/80 212 1660 Lambert Rd Country Ln Cliffwood Park St A AC 643 33 24,719 87 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1665 Lambert Rd Cliffwood Park St Country Ln A AC 643 33 23,469 86 0 97 3 2/21/25 New Construction - Initial 1/1/80 212 1670 Lambert Rd Cliffwood Park St Oak Pl A AC 666 80 53,280 85 28 50 22 2/21/25 Grinding (Localized) 7/1/01 212 1680 Lambert Rd Oak Pl Cashew Ave A AC 576 80 46,080 86 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1690 Lambert Rd Cashew Ave Pomelo Ave A AC 400 80 32,000 85 0 100 0 2/21/25 Grinding (Localized) 7/1/01 212 1700 Lambert Rd Pomelo Ave State College Blvd A AC 510 102 52,020 82 25 75 0 3/25/23 Grinding (Localized) 7/1/01 212 1710 Lambert Rd State College Blvd 57 Freeway SB/Ramp A AC 463 64 29,632 93 39 61 0 2/17/25 Grinding (Localized) 7/1/01 212 1715 Lambert Rd 57 Freeway SB/Ramp State College Blvd A AC 463 44 20,147 72 6 43 51 3/25/23 New Construction - Initial 1/1/80 212 1720 Lambert Rd 57 Freeway SB/Ramp 57 Freeway NB/Ramp A AC 603 98 59,094 98 0 100 0 3/25/23 Grinding (Localized) 7/1/01 212 1721 Lambert Rd 57 Freeway NB/Ramp Point Dr A AC 611. 63. 37,518 92 0 100 0 3/20/25 New Construction - Initial 1/1/80 212 1725 Lambert Rd Point Dr 57 Freeway NB/Ramp A AC 611 45 27,495 67 22 71 7 3/25/23 New Construction - Initial 1/1/80 212 1730 Lambert Rd Pointe Dr Associated Rd A AC 540 41 29,840 70 6 51 43 3/25/23 Grinding (Localized) 7/1/01 212 1735 Lambert Rd Associated Rd Pointe Dr A AC 540 36 21,615 84 15 85 0 5/3/23 Grinding (Localized) 7/1/01 212 1740 Lambert Rd Associated Rd Wandering Ln A AC 990 36 35,640 94 0 100 0 2/14/25 New Construction - Initial 1/1/80 212 1745 Lambert Rd Wandering Ln Associated Rd A AC 990 36 38,890 92 0 100 0 2/14/25 New Construction - Initial 1/1/80 212 1750 Lambert Rd Wandering Ln Sommerset Dr A AC 985 36 35,460 90 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1755 Lambert Rd Sommerset Dr Wandering Ln A AC 985 36 37,960 95 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1760 Lambert Rd Sommerset Dr Sunrise Rd A AC 835 36 32,310 95 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1765 Lambert Rd Sunrise Rd Sommerset Dr A AC 835 36 30,060 94 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1770 Lambert Rd Sunrise Rd Kraemer Blvd A AC 764 36 30,754 91 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1775 Lambert Rd Kraemer Blvd Sunrise Rd A AC 764 33 28,712 97 0 100 0 2/13/25 New Construction - Initial 1/1/80 212 1780 Lambert Rd Kraemer Blvd Walden Rd A AC 515 36 18,540 95 0 100 0 2/13/25 Grinding (Localized) 7/1/01 212 1785 Lambert Rd Walden Rd Kraemer Blvd A AC 530 36 21,580 92 0 100 0 2/7/25 New Construction - Initial 1/1/80 212 1790 Lambert Rd Walden Rd Sunflower St A AC 1,362 36 50,282 93 0 93 7 2/7/25 Grinding (Localized) 7/1/01 212 1795 Lambert Rd Sunflower St Walden Rd A AC 1,362 36 50,532 94 0 71 29 2/13/25 New Construction - Initial 1/1/80 212 1800 Lambert Rd Sunflower St Pavement Change A AC 740 86 63,640 94 0 100 0 2/13/25 Grinding (Localized) 7/1/01 212 1805 Lambert Rd Pavement Change Valencia Ave A AC 2,257. 47. 143,307 86 0 97 3 3/20/25 New Construction - AC 1/1/80 279 10 Palm St City Limit Skywood St A AC 691 60 41,460 60 38 56 6 3/31/23 Surface Treatment - Slurry Seal 8/1/11 279 20 Palm St Skywood St Kerrwood Ct A AC 191 60 11,460 66 48 31 21 3/31/23 Surface Treatment - Slurry Seal 8/1/11 279 30 Palm St Kerrwood Ct La Habra Blvd A AC 411 60 31,160 61 49 39 12 3/31/23 Surface Treatment - Slurry Seal 8/1/11 279 5 Palm St Moonstone St Lambert Rd A AC 998 30 29,940 44 67 29 4 3/31/23 New Construction - Initial 1/1/80 293 4040 Placentia Ave City Limit Imperial Hwy A AC 704 60 42,240 82 31 67 2 2/26/25 Surface Treatment - Slurry Seal 8/1/11 300 100 Puente St Imperial Hwy Railroad Tracks A AAC 1,353 60 73,805 85 0 56 44 2/24/25 Overlay - AC Structural 1/1/21 300 110 Puente St Railroad Tracks Pioneer St A AAC 526 70 36,820 90 0 100 0 2/24/25 Overlay - AC Structural 1/1/21 300 120 Puente St Pioneer St Lambert Rd A AAC 753 80 58,990 83 35 65 0 2/24/25 Overlay - AC Structural 1/1/21 300 130 Puente St Lambert Rd Beacon St A AAC 743 80 57,690 73 20 62 18 2/24/25 Overlay - AC Structural 4/8/11 300 140 Puente St Beacon St Lake Park Brea A AAC 703 80 56,240 76 0 100 0 2/24/25 Overlay - AC Structural 4/8/11 300 150 Puente St Lake Park Brea Columbia St A AAC 489 80 39,120 75 0 96 4 2/14/25 Overlay - AC Structural 4/8/11 300 160 Puente St Columbia St Central Ave A AAC 703 80 56,240 74 4 95 1 2/14/25 Overlay - AC Structural 4/8/11 300 170 Puente St Central Ave Joyce Dr A AC 326 48 15,648 86 56 44 0 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 180 Puente St Joyce Dr Tracie Dr A AC 220 48 11,940 80 24 76 0 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 190 Puente St Tracie Dr Walling Ave A AC 274 48 14,532 75 9 64 27 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 200 Puente St Walling Ave Wardman Dr A AC 547 48 26,656 77 26 74 0 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 210 Puente St Wardman Dr Baywood Dr A AC 972 36 39,492 74 30 70 0 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 220 Puente St Baywood Dr Whittier Blvd A AC 274 36 9,864 75 44 56 0 2/14/25 Surface Treatment - Slurry Seal 1/1/18 300 40 Puente St Briarwood Dr Linden Way C AAC 632. 18. 11,376 75 0 78 22 3/20/25 Overlay - AC Structural 6/1/21 300 50 Puente St Linden Way Fern Ave C AAC 249. 18. 4,482 66 21 79 0 3/20/25 Overlay - AC Structural 6/1/21 300 60 Puente St Fern Ave Eadington Dr C AAC 527. 18. 9,486 74 45 55 0 3/20/25 Overlay - AC Structural 6/1/21 300 70 Puente St Eadington Dr Pecan St C AAC 260. 18. 4,680 76 44 56 0 3/20/25 Overlay - AC Structural 6/1/21 300 80 Puente St Pecan St Cienega-City Fullerton C AAC 698. 18. 12,564 88 0 73 27 3/20/25 Overlay - AC Structural 6/1/21 300 90 Puente St Cienega-City Fullerton Imperial Hwy C AAC 300. 18. 7,200 84 0 100 0 3/20/25 Overlay - AC Structural 6/1/21 315 4850 Rose Dr Blake Rd Vesuvius Dr A AAC 503 45 22,635 67 37 63 0 2/5/25 Surface Reconstruction - AC 1/1/09

Page 3 of 23 ends

City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date 315 4860 Rose Dr Vesuvius Dr Birch St A AAC 3,130 45 142,800 76 18 82 0 2/5/25 Surface Reconstruction - AC 1/1/09 348 610 State College Blvd City Limit Timbergate Ln A AC 164 33 5,412 85 13 87 0 2/24/25 Grinding (Localized) 7/1/02 348 611 State College Blvd Timbergate Ln City Limit A AC 164 33 5,830 83 32 68 0 2/24/25 Grinding (Localized) 7/1/02 348 620 State College Blvd Timbergate Ln Elm St A AAC 358 35 14,280 86 0 100 0 2/24/25 Overlay - AC Structural 4/8/11 348 621 State College Blvd Elm St Timbergate Ln A AC 398 33 13,134 79 49 51 0 2/24/25 Grinding (Localized) 7/1/02 348 630 State College Blvd Elm St Imperial Hwy A AAC 1,343 33 49,234 88 46 41 13 2/24/25 Overlay - AC Structural 4/8/11 348 631 State College Blvd Imperial Hwy Elm St A AC 1,334 33 50,737 82 0 90 10 2/24/25 Grinding (Localized) 7/1/02 348 640 State College Blvd Imperial Hwy Birch St A AAC 3,250 28 121,250 78 0 69 31 2/24/25 Overlay - AC Structural 4/8/11 348 641 State College Blvd Birch St Imperial Hwy A AC 3,250 28 103,500 75 30 57 13 2/24/25 New Construction - Initial 1/1/80 348 650 State College Blvd Birch St Railroad Tracks A AAC 1,360 28 43,830 80 0 99 1 2/20/25 Surface Reconstruction - AC 1/1/09 348 651 State College Blvd Railroad Tracks Birch St A AAC 1,370 34 60,030 86 0 100 0 2/20/25 Surface Reconstruction - AC 1/1/09 348 660 State College Blvd Railroad Tracks Avocado St A AAC 186 60 11,160 75 53 22 25 2/20/25 Surface Reconstruction - AC 1/1/09 348 670 State College Blvd Avocado St Redbud St A AAC 593 60 35,580 72 43 57 0 2/20/25 Surface Reconstruction - AC 1/1/09 348 680 State College Blvd Redbud St Lambert Rd A AAC 462 75 33,120 82 0 100 0 2/20/25 Surface Reconstruction - AC 1/1/09 348 690 State College Blvd Lambert Rd Citrus Pl A AC 558 66 36,828 69 4 64 32 2/14/25 New Construction - Initial 1/1/80 348 700 State College Blvd Citrus Pl Balsa Ave A AC 555 60 33,300 78 17 80 3 2/17/25 New Construction - Initial 1/1/80 348 710 State College Blvd Balsa Ave Cliffwood Ave A AC 1,396 60 83,760 73 12 72 16 2/17/25 New Construction - Initial 1/1/80 348 720 State College Blvd Cliffwood Ave Live Oak St A AC 572 60 34,320 73 12 80 8 2/17/25 New Construction - Initial 1/1/80 348 730 State College Blvd Live Oak St Park Ln A AC 637 60 38,220 70 13 55 32 2/17/25 New Construction - Initial 1/1/80 348 740 State College Blvd Park Ln Blossom Pl A AC 675 60 40,500 73 14 58 28 2/17/25 New Construction - Initial 1/1/80 348 750 State College Blvd Blossom Pl Brea Blvd A AC 280 81 21,420 76 14 51 35 2/17/25 New Construction - Initial 1/1/80 365 9350 Tamarack Ave Lambert Rd Capricorn St C AAC 556. 36. 20,016 86 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/19 365 9360 Tamarack Ave Capricorn St Nibus St C AAC 293. 36. 10,548 79 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/19 365 9370 Tamarack Ave Nibus St Apollo St C AAC 438. 36. 15,768 91 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/19 365 9380 Tamarack Ave Apollo St Atlas St C AAC 492. 36. 17,712 80 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/19 365 9390 Tamarack Ave Atlas St Central Ave C AAC 907. 36. 32,652 83 0 100 0 3/20/25 Surface Treatment - Slurry Seal 1/1/19 379 1000 Valencia Ave Date St Imperial Hwy A AAC 490 23 16,270 70 0 100 0 2/14/25 Surface Treatment - Slurry Seal 8/1/12 379 1001 Valencia Ave Imperial Hwy Date St A AC 490 33 17,420 69 7 93 0 2/14/25 Surface Treatment - Slurry Seal 8/1/12 379 13560 Valencia Ave Lambert Rd Santa Fe Rd A AC 1,389 58 88,037 70 26 74 0 2/14/25 Surface Treatment - Slurry Seal 8/1/12 379 13570 Valencia Ave Santa Fe Rd Sandpiper Way A AC 832 58 48,256 68 30 51 19 2/14/25 Surface Treatment - Slurry Seal 8/1/12 379 980 Valencia Ave City Limit Date St A AAC 1,040 60 62,400 80 0 100 0 2/14/25 Surface Treatment - Slurry Seal 8/1/12 403 11030 Whittier Ave City Limit San Juan Dr C AC 400 36 14,400 68 20 80 0 2/14/25 Surface Treatment - Slurry Seal 6/1/16 403 11040 Whittier Ave San Juan Dr Havenhurst Dr C AAC 320 36 11,520 67 0 82 18 2/14/25 Surface Treatment - Slurry Seal 6/1/16 403 11050 Whittier Ave Havenhurst Dr Puente St C AAC 542 36 19,512 64 20 63 17 2/14/25 Surface Treatment - Slurry Seal 6/1/16 2200 1601 Wildcat Way Lambert End C AAC 2,460 60 147,600 71 0 100 0 2/7/25 Overlay - AC Structural 3/8/15

31.2 8,172,881
Locals
1 11720 Acacia St End Lantana Ave E AC 180 33 7,518 76 0 100 0 1/30/25 Surface Treatment - Slurry Seal 3/8/15 1 11730 Acacia St Lantana Ave Chestnut Ave E AC 357 33 11,261 82 12 88 0 1/30/25 Surface Treatment - Slurry Seal 3/8/15 1 11790 Acacia St Mulberry Ave Walnut Ave E AC 292 28 8,176 74 9 87 4 1/31/25 Surface Treatment - Slurry Seal 3/8/15 1 11800 Acacia St Brea Blvd End E AC 794 36 30,096 61 51 49 0 1/14/21 Surface Treatment - Slurry Seal 3/8/15 2 6230 Acorn Cir End Newhaven Dr E AAC 100 63 4,876 74 24 76 0 2/12/25 Overlay - AC Structural 1/1/12 529 14360 Aera Ct E Piru Ln Unnamed E AC 276 30 8,280 95 0 100 0 1/31/23 New Construction - AC 5/17/12 508 14100 Alamitos Rd Shepherd Ln Pico Canyon Ln E AC 1,207 30 36,210 89 0 95 5 2/1/23 New Construction - AC 5/17/12 3 11950 Alder St Brea Blvd Magnolia Ave E AC 1,248 37 46,176 81 2 98 0 1/14/21 Surface Treatment - Slurry Seal 4/1/13 3 11960 Alder St Magnolia Ave Fir St E AC 333 37 12,321 78 0 98 2 1/14/21 Surface Treatment - Slurry Seal 4/1/13 3 11970 Alder St Fir St Locust St E AC 320 37 11,840 80 0 98 2 1/14/21 Surface Treatment - Slurry Seal 4/1/13 3 11980 Alder St Locust St Cherry St E AC 207 37 7,659 80 0 100 0 1/21/21 Surface Treatment - Slurry Seal 4/1/13 3 11990 Alder St Cherry St Laurel Ave E AC 289 37 10,693 77 0 100 0 1/21/21 Surface Treatment - Slurry Seal 4/1/13 3 12000 Alder St Laurel ST Laurel Ave E AC 210 37 7,770 77 40 53 7 1/21/21 Surface Treatment - Slurry Seal 4/1/13 3 12010 Alder St Laurel Ave Poplar Ave E AC 373 37 15,401 63 64 36 0 1/21/21 Surface Treatment - Slurry Seal 4/1/13 4 12520 Alexander Ct Roscoe St End E AC 236 32 9,064 91 0 100 0 1/25/23 Surface Treatment - Slurry Seal 1/1/22 5 12510 Allyson Ct Roscoe St End E AC 257 32 9,736 87 0 100 0 1/25/23 Surface Treatment - Slurry Seal 1/1/22 6 3820 Almond Dr Oak Pl Olive Pl E AC 881 33 32,573 88 0 100 0 2/1/23 Surface Treatment - Slurry Seal 7/1/21 7 11090 Alta Mesa Dr San Juan Dr La Serena Dr E AC 245 36 10,170 93 0 100 0 2/9/23 Surface Treatment - Slurry Seal 6/1/16 7 11100 Alta Mesa Dr La Serena Dr Los Altos Dr E AC 360 36 12,960 90 0 100 0 2/9/23 Surface Treatment - Slurry Seal 6/1/16 7 11105 Alta Mesa Dr Alta Mesa Dr End E AC 73 66 4,818 90 0 100 0 2/9/23 Surface Treatment - Slurry Seal 6/1/16 7 11110 Alta Mesa Dr Los Altos Dr Puente St E AC 300 36 10,800 91 0 100 0 2/9/23 Surface Treatment - Slurry Seal 6/1/16 7 11120 Alta Mesa Dr Puente St Alta Mesa Way E AC 402 36 14,147 78 65 35 0 2/9/23 New Construction - Initial 1/1/80 8 10670 Alta Mesa Way End Alta Mesa Dr E AC 400 36 16,200 58 77 20 3 2/9/23 New Construction - Initial 1/1/80 8 10680 Alta Mesa Way End Alta Mesa Dr E AC 150 36 5,400 49 52 40 8 2/9/23 New Construction - Initial 1/1/80 9 12270 Alwick Pl Midbury St End E AAC 210 32 9,505 82 0 100 0 1/25/23 Surface Treatment - Slurry Seal 6/1/16

Page 4 of 23 ends

City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date 10 9800 Amber Hill Dr Berry St Strattford St E AC 155 36 5,580 89 0 100 0 1/24/23 Surface Treatment - Slurry Seal 1/1/17 11 4340 Amberwick Cir End Eucalyptus Ave E AC 147 36 6,804 82 0 100 0 2/6/25 Cold Mill and Overlay 1/1/16 423 4260 Amberwick Ln Hillhaven Dr Heather Ln E AC 279 36 9,756 87 0 100 0 2/7/25 Cold Mill and Overlay 1/1/16 423 4270 Amberwick Ln End Heather Ln E AAC 251 36 10,836 84 0 100 0 2/7/25 Cold Mill and Overlay - 2 Inches 1/1/16 12 5430 Ambling Dr Branch Ln Flander Ct E AAC 280 32 11,110 100 0 0 0 2/3/24 Overlay - AC Structural 2/3/24 12 5440 Ambling Dr Flanders Ct Edgemont Ln E AAC 189 32 6,048 100 0 0 0 2/3/24 Overlay - AC Structural 2/3/24 12 5450 Ambling Dr Edgemont Ln Chelsea Ct E AAC 55 32 1,760 100 0 0 0 2/3/24 Overlay - AC Structural 2/3/24 12 5460 Ambling Dr Chelsea Ct End E AAC 523 32 21,036 100 0 0 0 2/6/24 Overlay - AC Structural 2/6/24 13 9050 Apollo St Berry St Explorer St E AC 853 36 30,412 78 36 64 0 1/13/21 Surface Treatment - Slurry Seal 1/1/19 13 9060 Apollo St Explorer St Lunar Ave E AC 448 36 16,128 66 34 66 0 1/25/21 Surface Treatment - Slurry Seal 1/1/19 13 9070 Apollo St Lunar Ave Tamarack Ave E AC 633 36 22,788 73 15 85 0 1/25/21 Surface Treatment - Slurry Seal 1/1/19 14 7070 Apple Dr Buttonwood Dr Mango St E AC 370 36 15,470 90 0 100 0 1/13/21 New Construction - Initial 1/1/80 15 6270 Appleblossom Cir End Newhaven Dr E AAC 65 63 3,170 52 49 51 0 2/14/25 Overlay - AC Structural 1/1/12 16 7330 Apricot Ave Buttonwood Dr Brookwood St E AC 279 36 9,828 77 65 31 4 1/21/21 Complete Reconstruction - AC 4/29/05 16 7340 Apricot Ave Brookwood St Silver Canyon Way E AAC 135 36 4,860 75 18 52 30 1/21/21 Surface Reconstruction - AC 4/28/05 16 7350 Apricot Ave Silver Canyon Way Laguna Canyon Way E AAC 229 36 8,244 65 27 45 28 1/25/21 Surface Reconstruction - AC 4/28/05 16 7360 Apricot Ave Laguna Canyon Way Coyote Canyon Way E AAC 198 36 7,128 74 37 63 0 3/20/21 Surface Reconstruction - AC 4/28/05 16 7370 Apricot Ave Coyote Canyon Way Bryce Canyon Way E AAC 96 36 3,456 64 5 91 4 3/20/21 Surface Reconstruction - AC 4/28/05 16 7380 Apricot Ave Bryce Canyon Way Desert Canyon Rd E AAC 131 28 2,968 44 59 34 7 3/20/21 Surface Reconstruction - AC 4/28/05 16 7530 Apricot Ave Wake Forest St Aspen St E AAC 317 36 11,196 85 0 100 0 1/15/21 Surface Reconstruction - AC 12/1/05 16 7540 Apricot Ave Aspen St Candlewood St E AAC 305 36 10,980 86 0 100 0 1/15/21 Surface Reconstruction - AC 12/1/05 17 6070 Arbor Cir Sleepy Hollow Ln End E AAC 424 33 15,292 100 79 21 0 2/8/23 Overlay - AC Structural 11/1/22 17 6080 Arbor Cir End Sleepy Hollow Ln E AAC 564 33 19,912 100 61 30 9 2/8/23 Overlay - AC Structural 11/1/22 18 12440 Aria Dr Arts Ave Studio Dr E AC 430 32 14,030 74 24 76 0 2/5/25 Surface Treatment - Slurry Seal 8/1/11 2003 13800 Armstrong Dr Skyler Wy Casner Wy E AC 377 30 11,310 94 0 100 0 1/24/23 Surface Treatment - Slurry Seal 1/1/17 19 2150 Arovista Ave Eadington Dr Lime St E AC 177 36 6,372 71 66 34 0 1/31/25 Surface Treatment - Slurry Seal 2/28/23 19 2160 Arovista Ave Lime St Carob St E AC 235 37 8,695 77 57 36 7 1/31/25 Surface Treatment - Slurry Seal 2/28/23 19 2170 Arovista Ave Carob St Lemon St E AC 253 37 9,361 77 65 35 0 1/31/25 Surface Treatment - Slurry Seal 2/28/23 19 2180 Arovista Ave Lemon St Imperial Hwy E AC 647 37 23,939 72 60 23 17 1/30/25 Surface Treatment - Slurry Seal 2/28/23 19 2190 Arovista Ave Imperial Hwy Aspen St E AC 585 44 25,388 78 0 83 17 1/30/25 New Construction - Initial 1/1/80 20 2200 Arovista Cir Mariner St End E AC 428 44 20,326 68 21 68 11 1/31/25 New Construction - Initial 1/1/80 21 9190 Arrowwood Dr Glenoaks St Pineridge St E AC 232 37 8,584 85 0 100 0 1/8/21 Surface Treatment - Slurry Seal 4/26/07 21 9200 Arrowwood Dr Pineridge St Nutwood St E AC 813 37 29,785 84 0 100 0 1/8/21 Surface Treatment - Slurry Seal 4/26/07 21 9210 Arrowwood Dr Nutwood St Tamarack Ave E AC 1,558 37 57,646 80 0 96 4 1/8/21 Surface Treatment - Slurry Seal 4/26/07 22 12340 Arthur Dr Oakcrest Ave End E AC 646 36 25,056 88 0 100 0 1/25/23 Surface Treatment - Slurry Seal 1/1/22 23 12430 Arts Ave Placentia Ave Aria Dr E AAC 730 32 22,784 73 8 92 0 2/5/25 Surface Treatment - Slurry Seal 8/1/11 24 3570 Ash St Madrona Ave Walnut Ave E AC 370 36 13,120 94 0 100 0 2/8/23 New Construction - Initial 1/1/80 24 3580 Ash St Walnut Ave Brea Blvd E AC 370 42 15,040 93 0 100 0 2/8/23 Surface Treatment - Slurry Seal 8/1/11 24 3590 Ash St Brea Blvd End E AC 136 26 3,536 84 0 31 69 2/8/23 Surface Treatment - Slurry Seal 8/1/11 24 3600 Ash St Orange Ave Flower Ave E AC 339 52 17,628 72 57 43 0 5/4/23 Surface Treatment - Slurry Seal 1/1/20 24 3610 Ash St Flower Ave Redwood Ave E AC 308 37 11,396 81 46 54 0 5/4/23 Surface Treatment - Slurry Seal 7/1/21 24 3620 Ash St Redwood Ave Bandera Way E AC 84 37 3,108 81 30 70 0 5/4/23 Surface Treatment - Slurry Seal 7/1/21 24 3630 Ash St Bandera Way Laurel Ave E AC 234 37 8,658 80 27 73 0 5/4/23 Surface Treatment - Slurry Seal 7/1/21 24 3640 Ash St Laurel Ave Property Line E AC 138 36 6,768 71 56 44 0 5/4/23 Surface Treatment - Slurry Seal 7/1/21 24 3650 Ash St Poplar Ave Randolph Ave E AC 774 33 25,014 87 0 100 0 2/8/23 Surface Treatment - Slurry Seal 7/1/21 25 7510 Aspen St Wake Forest St Apricot Ave E AAC 608 36 24,956 89 0 100 0 1/13/21 Surface Reconstruction - AC 12/1/05 2008 12680 Atkins Ln Kitaoka Ln Jones Dr E AC 269 22 5,918 94 0 100 0 1/24/23 Surface Treatment - Slurry Seal 1/1/17 27 9030 Atlas St Lunar Ave Tamarack Ave E AC 643 44 30,240 70 4 96 0 1/25/21 Surface Treatment - Slurry Seal 1/1/19 28 4550 Aurora Ave Greenbriar Ln Hillhaven Dr E AC 198 36 9,278 94 0 100 0 1/23/23 Cold Mill and Overlay 1/1/16 28 4560 Aurora Ave Hillhaven Dr Chevy Chase Dr E AC 240 36 8,640 95 0 100 0 1/23/23 Cold Mill and Overlay 1/1/16 28 4570 Aurora Ave Chevy Chase Dr Holly St E AC 250 36 9,000 94 0 100 0 1/23/23 Cold Mill and Overlay 1/1/16 28 4580 Aurora Ave Holly St Eucalyptus St E AC 238 36 10,718 93 0 100 0 1/23/23 Cold Mill and Overlay 1/1/16 29 6890 Avocado St State College Blvd Guava Pl E AAC 196 36 6,768 89 0 100 0 5/3/23 Surface Reconstruction - AC 12/1/08 29 6895 Avocado St Guava Pl Woodland Ave E AAC 293 36 12,698 74 28 72 0 5/3/23 Surface Reconstruction - AC 12/1/08 29 6920 Avocado St Pomelo Ave State College Blvd E AAC 468 36 18,710 91 0 100 0 2/1/23 Surface Reconstruction - AC 12/1/08 30 5220 Baler Ave Snowfield St Belmont Ct E AAC 245 32 7,840 71 10 90 0 1/31/25 Overlay - AC Structural 1/1/13 30 5230 Baler Ave Belmont Ct Larkspur Ave E AAC 218 32 6,976 68 14 86 0 1/31/25 Overlay - AC Structural 1/1/13 31 7410 Balsa Ave Cocao Pl End E AAC 150 36 6,378 89 0 100 0 1/8/21 Surface Reconstruction - AC 12/1/05 31 7420 Balsa Ave Cocao Pl Candlewood St E AAC 240 36 8,640 89 0 100 0 3/19/21 Surface Reconstruction - AC 12/1/05 31 7430 Balsa Ave Candlewood St State College Blvd E AC 162 36 5,832 91 0 100 0 1/8/21 Surface Reconstruction - PCC 12/1/05 31 7440 Balsa Ave State College Blvd Buttonwood Dr E AC 140 36 5,190 82 59 41 0 1/13/21 New Construction - Initial 1/1/80 31 7450 Balsa Ave Buttowood Dr Brookwood St E AC 276 36 9,936 92 0 100 0 1/13/21 New Construction - Initial 1/1/80

Page 5 of 23 ends

City of Brea, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type L W Area PCI % Load % Climate % Other Insp. Date Work History Type Work History Date 31 7460 Balsa Ave Brookwood St Mango St E AC 151 36 5,436 91 23 77 0 1/13/21 New Construction - Initial 1/1/80 31 7470 Balsa Ave Mango St Carmichael Dr E AC 223 36 8,028 91 0 100 0 1/13/21 New Construction - Initial 1/1/80 516 14190 Bardsdale Pl E Kern River Ln E Roughneck Pl E AC 262 30 7,848 94 0 100 0 2/2/23 New Construction - AC 5/17/12 32 8970 Basse Ln Vanguard Way End E AC 315 40 14,427 82 0 74 26 1/31/25 Surface Treatment - Slurry Seal 11/1/05 32 8980 Basse Ln Vanguard Way Lambert Rd E AC 385 40 15,400 88 0 100 0 1/31/25 Surface Treatment - Slurry Seal 11/1/05 2009 12690 Baxter Pk Charleston Wy Salveson Rd E AC 375 30 11,250 93 0 100 0 1/24/23 Surface Treatment - Slurry Seal 1/1/17 33 10950 Baywood Dr De Lay St Havenhurst Dr E AC 580 37 23,210 76 0 78 22 1/20/21 Surface Treatment - Slurry Seal 6/1/16 33 10960 Baywood Dr Havenhurst Dr Puente St E AC 548 37 19,684 71 49 51 0 1/20/21 Surface Treatment - Slurry Seal 6/1/16 34 10710 Beacon St Puente St Neptune Way E AC 643 44 28,292 73 15 85 0 1/8/21 Surface Treatment - Slurry Seal 1/1/19 34 10720 Beacon St Neptune Way Delta Ave E AC 658 44 28,952 62 54 46 0 1/8/21 Surface Treatment - Slurry Seal 1/1/19 35 9870 Beechwood Dr End Shadowgrove St E AAC 150 36 7,200 100 0 77 23 1/24/23 Overlay - AC Structural 1/1/15 35 9880 Beechwood Dr Shadowgrove St Stonebridge Dr E AAC 785 36 28,260 100 0 39 61 1/24/23 Overlay - AC Structural 1/1/15 35 9890 Beechwood Dr Stonebridge Dr Parkcrest Way E AAC 220 36 7,920 100 0 100 0 1/24/23 Overlay - AC Structural 1/1/15 35 9900 Beechwood Dr Parkcrest Way Stonecrest Cir E AAC 210 36 7,560 95 0 100 0 1/24/23 Overlay - AC Structural 1/1/15 35 9910 Beechwood Dr Stonecrest Cir Starcrest St E AAC 308 36 11,088 94 0 100 0 1/24/23 Overlay - AC Structural 1/1/15 35 9920 Beechwood Dr Starcrest St Forestview Dr E AAC 310 36 11,160 89 0 100 0 2/2/23 Overlay - AC Structural 1/1/15 35 9930 Beechwood Dr Forestview Dr End E AAC 673 36 26,028 90 0 95 5 1/24/23 Overlay - AC Structural 1/1/15 36 5210 Belmont Ct End Baler Ave E AAC 260 32 8,064 67 18 82 0 1/31/25 Overlay - AC Structural 1/1/13 521 14240 Belridge Terrace N Tonner Ridge Dr E Ojai Dr E AC 884 30 26,520 85 0 90 10 2/2/23 New Construction - AC 5/17/12 2010 12710 Bennett Ln Berry St Charleston Wy E AC 110 22 2,420 91 0 65 35 1/24/23 Surface Treatment - Slurry Seal 1/1/17 2010 12720 Bennett Ln Skyler Wy Berry St E AC 110 24 2,640 92 0 100 0 1/24/23 Surface Treatment - Slurry Seal 1/1/17 37 10210 Berenice Dr Wardman Dr Steele Dr E AAC 970 33 33,162 100 0 0 0 6/1/21 Overlay - AC Structural 6/1/21 37 10340 Berenice Dr Joyce Dr Joyce Dr E AC 111 36 3,996 31 54 46 0 1/25/21 Surface Treatment - Cape Seal 6/28/25 37 10350 Berenice Dr Joyce Dr Walling Ave E AC 717 36 25,812 29 63 37 0 1/20/21 Surface Treatment - Cape Seal 6/28/25 37 10560 Berenice Dr Oakcrest Ave Birchcrest Ave E AAC 385 36 16,560 98 0 65 35 5/4/23 Overlay - AC Structural 1/1/21 38 12560 Bergman Ct Roscoe St End E AC 236 32 9,064 91 0 100 0 1/25/23 Surface Treatment - Slurry Seal 1/1/22 40 1340 Birch St Madrona Ave Walnut Ave E AC 348 38 12,474 93 0 100 0 3/20/21 Surface Treatment - Slurry Seal 8/1/11 41 10570 Birchcrest Ave Berenice Dr Birchcrest Cir E AAC 515 36 19,890 95 0 100 0 1/25/23 Overlay - AC Structural 1/1/21 41 10580 Birchcrest Ave Birchcrest Cir Wardman Dr E AAC 236 36 8,496 95 0 100 0 1/25/23 Overlay - AC Structural 1/1/21 41 11340 Birchcrest Ave End Sandalwood Dr E AAC 490 36 19,152 100 61 25 14 2/2/23 Overlay - AC Structural 1/1/21 42 10590 Birchcrest Cir End Birchcrest Ave E AAC 174 36 7,776 93 0 100 0 1/25/23 Overlay - AC Structural 1/1/21 43 4840 Blake Rd Rose Dr Property Line E AC 522 17 8,874 40 43 57 0 2/5/25 New Construction - Initial 1/1/80 44 11590 Blossom Pl Vallejo St Sonora St E AC 994 36 37,246 52 58 29 13 1/25/23 Surface Treatment - Slurry Seal 4/8/10 44 8020 Blossom Pl End Buttonwood Dr E AC 481 36 19,116 88 0 100 0 1/15/21 New Construction - Initial 1/1/80 44 8030 Blossom Pl State College Blvd Buttonwood Dr E AC 235 36 8,460 90 0 52 48 1/15/21 New Construction - Initial 1/1/80 2030 12725 Blue Jay Dr Pheasant Ln Hawks Dr E AC 476 30 14,280 85 40 60 0 1/31/23 Surface Treatment - Slurry Seal 8/1/12 45 5030 Bluebell Ave End Starflower St E AC 169 32 7,176 90 41 59 0 1/31/25 Surface Treatment - Slurry Seal 4/8/10 45 5040 Bluebell Ave Starflower St Sunflower St E AC 275 32 8,800 92 0 100 0 1/31/25 Surface Treatment - Slurry Seal 4/8/10 46 5160 Bluegrass St End Flowerhill St E AC 508 32 18,024 93 0 100 0 1/31/25 Surface Treatment - Slurry Seal 4/8/10 2031 12730 Bobwhite Rd Brea Hills Ave East End E AC 497 32 17,669 68 0 100 0 1/30/25 Surface Treatment - Slurry Seal 8/1/12 47 7280 Bonita Canyon Way End Kings Canyon Rd E AC 460 28 10,136 64 11 70 19 1/21/21 New Construction - Initial 1/1/80 48 10180 Bonnie Wy End Wardman Dr E AAC 458 33 16,890 100 0 0 0 6/1/21 Overlay - AC Structural 6/1/21 2032 12740 Boxcar Ln Whistle Train Ln Trolley Ct E AC 316 32 11,362 76 24 76 0 1/30/25 Surface Treatment - Slurry Seal 8/1/12 49 8840 Bracken St Brea Blvd Madrona Ave E AC 233 32 7,200 82 0 97 3 2/9/23 Surface Treatment - Slurry Seal 7/1/02 50 5410 Branch Ln Wandering Ln Rainbow Ln E AAC 1,120 32 35,840 100 0 0 0 11/1/22 Overlay - AC Structural 11/1/22 50 5420 Branch Ln Rainbow Ln Ambling Dr E AAC 402 32 15,014 98 0 100 0 2/7/25 Overlay - AC Structural 2/6/24 2033 12750 Brea Hills Ave Carbon Canyon Rd Hillside Rd E AC 1,159 32 39,458 68 31 69 0 1/30/25 Surface Treatment - Slurry Seal 8/1/12 52 1940 Briarwood Dr Puente St Eadington Dr E AC 1,942 37 71,854 88 0 100 0 1/30/25 Surface Treatment - Slurry Seal 2/28/23 52 1950 Briarwood Dr Briarwood Dr End E AC 90 65 5,985 73 0 100 0 3/30/23 Surface Treatment - Slurry Seal 2/28/23 52 1960 Briarwood Dr End Briarwood Dr E AC 92 70 6,936 72 0 100 0 3/30/23 Surface Treatment - Slurry Seal 2/28/23 53 3970 Brittany Ln Moorpark Dr Ravencrest Dr E AC 303 36 13,058 94 0 100 0 5/3/23 Surface Treatment - Slurry Seal 1/1/20 53 3980 Brittany Ln End Ravencrest Dr E AC 262 36 10,912 95 0 100 0 5/3/23 Surface Treatment - Slurry Seal 1/1/20 54 7990 Brookshire Pl Evening Canyon Grand Canyon Rd E AC 462 32 14,784 86 0 100 0 1/14/21 Surface Treatment - Slurry Seal 7/1/01 55 6260 Brookside Ln End Newhaven Dr E AAC 261 44 8,109 70 21 73 6 2/20/25 Overlay - AC Structural 1/1/12 56 7390 Brookwood St Apricot Ave Balsa Ave E AC 1,019 36 36,252 87 0 72 28 1/13/21 New Construction - Initial 1/1/80 57 7392 Bryce Canyon Way End Apricot Ave E AC 220 21 2,688 25 91 7 2 1/25/21 New Construction - Initial 1/1/80 58 7160 Buchanan Ct End Carmichael Dr E AC 498 32 17,448 75 56 44 0 1/13/21 Surface Treatment - Slurry Seal 7/1/01 59 11550 Buckthorn Dr End Olinda Dr E AC 927 36 35,172 65 17 30 53 1/30/25 Complete Reconstruction - AC 8/23/05 60 7030 Buttonwood Dr Apple Dr Citrus Pl E AC 314 36 13,166 91 0 100 0 1/13/21 New Construction - Initial 1/1/80 60 7040 Buttonwood Dr citrus Pl Olive Ave E AC 304 36 10,728 88 0 97 3 1/13/21 New Construction - Initial 1/1/80 60 8050 Buttonwood Dr Balsa Ave Apricot Ave E AC 1,030 36 36,864 87 0 46 54 1/13/21 New Construction - Initial 1/1/80 60 8060 Buttonwood Dr Apricot Ave Cliffwood Ave E AC 570 36 20,520 90 0 79 21 1/15/21 New Construction - Initial 1/1/80

Page 6 of 23 ends

Brea City CouncilJune 17, 2025

Brea City Council
June 17, 2025