Laguna Beach City Council
June 23, 2026

ensure the requirements of the Project entitlements are met and the City’s use of its property is not overly restricted than what is necessary to protect the environmental benefits of the Project. The proposed Use Agreement has been modified in furtherance of these goals for City Council consideration.

FINANCIAL ANALYSIS
No additional appropriation is requested as part of this action. Ongoing inspection and incidental maintenance responsibilities identified in the LTMP will be addressed through Public Works’s existing operational and maintenance services.

ENVIRONMENTAL ANALYSIS
No additional environmental review is required for the recommended action. On January 24, 2019, the Design Review Board adopted the Final Mitigated Negative Declaration for the Project and conditionally approved Design Review 18-1685 and Coastal Development Permit 18-1686, and the California Coastal Commission approved the permit on October 18, 2019. The conditions of approval being implemented through this staff report were part of the original Project and thus evaluated from a CEQA perspective at that time. The current action is administrative and implements previously approved permit conditions by recording a legal restriction and formalizing long-term management obligations for the existing mitigation areas. It does not authorize new construction, expansion of use, or any physical change beyond the scope of the previously approved project and ensure improvements designed to enhance and protect the environment and maintained.

ATTACHMENTS

1. Use Restriction and Agreement Regarding the Use of Property (Pgs. 5-12)

2. Project Location Maps (Pgs. 13-14)

3. Long-Term Management and Maintenance Plan (Pgs. 15-19) Submitted By: Mark McAvoy Approved: .David A Kiff
Mark McAvoy, Director of Public
Works & Utilities
Dave Kiff, City Manager
Report Prepared By: Coordinated With:

Yun-Yun Lee, Project Manager Pierre Sawaya, Capital Program Manager Thomas Perez, City Engineer
Patrick Donegan, Assistant City Attorney
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RECORDING REQUESTED BY:

CITY OF LAGUNA BEACH
WHEN RECORDED MAIL TO:

CITY CLERK

CITY OF LAGUNA BEACH
505 FOREST AVENUE
LAGUNA BEACH, CA 92651
No fee due per Gov. Code § 27383

THIS SPACE RESERVED FOR RECORDING

USE RESTRICTION REGARDING THE USE OF PROPERTY
This Use Restriction And Agreement Regarding The Use Of Property (“Use Restriction”) is made this day of June, 2026 by the City of Laguna Beach (“Owner”) with respect to certain real property, title to which is held by Owner, consisting of the following on-site and off-site areas:

On-Site Mitigation Area is generally located adjacent to the Laguna Canyon Road, the Laguna Beach Animal Shelter and the Pacific Marine Mammal Center within Laguna Canyon, at 20612 Laguna Canyon Road, Laguna Beach, California, 92651. More specifically, the On-Site Mitigation Area is within Section 7, Township 7 South, and Range 8 West of the Laguna Beach, California United States Geological Survey 7.5- minute quadrangle, north of State Route (SR) 1 (Coast Highway), south of SR 73, and directly east of Laguna Canyon Road (SR 133), in the northern portion of Laguna Beach, Orange County, California on located on Assessor Parcel Numbers 629-061-04, 269-061- 03 and 629-031-27, more particularly described in Exhibit “A.” Off-Site Mitigation Area is generally located within Section 7, Township 7 South, and Range 9 West of the Laguna Beach, California United States Geological Survey 7.5- minute quadrangle, north of SR 1, south of SR 73, and directly west of Laguna Canyon Road (SR 133), in the western portion of Laguna Beach more particularly described in Exhibit “B.” The Off-Site Mitigation Area is located adjacent to Laguna Canyon Road, the Irvine Bowl Park at the Festival of Arts, and the Laguna Beach Police Department Firing Range within Laguna Canyon.
(“Subject Properties”).

RECITALS
A. This Use Restriction is made pursuant to and in compliance with the provisions of the approval and permits for the Laguna Canyon Creek Erosion Protection Project - United States Army Corps of Engineers (USACE) Nationwide Permit 404 Authorization Attachment 1
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Number SPL-2014-00346, California Department of Fish and Wildlife (CDFW) Streambed Alteration Agreement Number 1600- 2014-0019-R5, California Coastal Commission (CCC) Coastal Development Permit Number 18-1686, and San Diego Regional Water Quality Control Board (RWQCB) Section 401 Water Quality Certification R-2019-0017 (“Project”).

B. The Project, located along a section of Laguna Canyon Creek adjacent to the Laguna Beach Animal Shelter and Pacific Marine Mammal Center in the City with off-site mitigation area described above, was to increase channel capacity and reduce erosion.

Specifically, the Project consisted of the remove of emergent vegetation, excavation of 375 cubic yards of accumulated sediment from the channel bottom, replacement of existing grouted and ungrouted riprap with open cell, articulated concrete block (Armorflex) on the side slopes of the channel, incorporation of a high flow stream terrace and a concrete retaining wall on the west bank, removal of the existing pedestrian crossing and replacement with a new crossing adjacent to the existing box culvert, hydroseeding the Armorflex with native vegetation, widening of the streambed and establishment of stream bank terraces, installation of longitudinal peak stone toe protection along the east bank, incorporating three bendway weirs extending into the streambed, restoration of the east and west banks with native vegetation.

C. As part of the Project, a Habitat Mitigation Monitoring Plan and a Water Quality Certification were adopted/issued. These documents, among other things, require that the Subject Properties be maintained in perpetuity in such a way that any future development not reduce the functions and values of the sites for the variety of beneficial users of water of the Unites States and/or State that the Subject Properties support. Further, these documents require that a formal legal limitation must be provided to the San Diego Water Board that would prohibit any development that would not maintain or enhance the wetland and streambed functions and values of the sites.

D. This Use Restriction is meant to effectuate the requirements of the Habitat Mitigation Monitoring Plan and the Water Quality Certification and the City will have this Use Restriction recorded against the Subject Properties.

TERMS OF USE RESTRICTION

1. Incorporation of Recitals. The Recitals are true and correct and are incorporated into this Use Restriction in their entirety, by this reference.

2. Covenant. The undersigned hereby covenants, acknowledges and agrees that the Subject Properties will be maintained in such a way that protects all mitigation areas and their buffers so that the mitigation areas are not negatively impacted in perpetuity. The Subject Properties will be maintained without future development or encroachments which could otherwise reduce the functions and values of the site for the variety of beneficial uses of waters of the United States and/or State that the Subject Properties support. All residential, commercial, industrial, institutional, and transportation development, and any other infrastructure development (including utility lines, maintenance roads of maintained landscaping for recreation) that would negatively impact the wetland and streambed functions and values of the sites are prohibited. Any activities that would result in soil disturbance or vegetation removal, other than the removal of the non-native vegetation 6 6 of 229
and fuel modification as described in the Fuel Modification Plan (Habitat Mitigation Monitoring Plan, Section 5.2, page 31) are prohibited.

3. Recordation. This Use Restriction shall be recorded in the Office of the Recorder of Orange County, California and shall constitute notice to all successors and assigns of the title to the Subject Properties of the obligation herein set forth.

4. Running with Land. The terms and conditions of this Use Restriction shall constitute a covenant running with and binding the land in accordance with the provisions of California Civil Code section 1468. Accordingly, the Subject Properties shall be held, sold, conveyed, mortgaged, encumbered, leased, rented, used, occupied and improved subject to the aforementioned agreement and covenant, all of which shall run with the Subject Properties and shall be binding on all parties having any right, title or interest in the Subject Properties or any part thereof, or their heirs, successors and assigns, and shall inure to the benefit of each owner thereof, and all of which are imposed on the Subject Properties and every portion thereof.

5. Variance. Any Owner of the Subject Properties may apply to the San Diego Regional Water Quality Control Board for a written variance from the provisions of this Use Restriction.

6. Termination. Any Owner may apply to the San Diego Regional Water Quality Control Board for a termination of the requirements of this Use Restriction as they apply to the Subject Properties.

7. Term. Unless terminated in accordance with this Use Restriction or otherwise by law, this Use Restriction shall continue in effect in perpetuity.

8. Partial Invalidity. If any portion of this Use Restriction or terms set forth herein are determined to be invalid for any reason, the remaining portion shall remain in full force and effect as if such portion had not been included herein.

In witness whereof, Owner has executed this Use Restriction as of the date first written above:

By:

City of Laguna Beach
Dave Kiff, City Manager
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A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California}
County of Orange } ss.

On this ___ day of ________________, 20__, before me, ________________________________, a Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.
____________________________
Notary's Signature
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EXHIBIT “A”
Legal Description Plus Site Map
That area within Section 7, Township 7 South, and Range 8 West of the Laguna Beach, California United States Geological Survey 7.5-minute quadrangle, north of State Route (SR) 1 (Coast Highway), south of SR 73, and directly east of Laguna Canyon Road (SR 133), in the northern portion of Laguna Beach, Orange County, California on located on Assessor Parcel Numbers 629-061-04, 269-061-03 and 629-031-27.
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EXHIBIT “B”
Legal Description Plus Site Map
That area generally located within Section 7, Township 7 South, and Range 9 West of the Laguna Beach, California United States Geological Survey 7.5-minute quadrangle, north of SR 1, south of SR 73, and directly west of Laguna Canyon Road (SR 133), 11 11 of 229
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The map above shows the on-site area subjected to the deed restriction at the 20612 Laguna Canyon Road adjacent to the animal Shelter and Pacific Marine Mammal Center Attachment 2
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The map above is the off-site mitigation area in Laguna Canyon adjacent to the Irvine Bowl Park at the Festival of Arts
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City of Laguna Beach
Laguna Canyon Creek — Long-Term Management and Maintenance Plan Facility/Area
The project area consists of the natural bottom channel and adjacent floodplain of Laguna Canyon Creek at 20612 Laguna Canyon Road. Laguna Canyon Creek project reach(es), including culvert areas, channel segments, and adjacent interfaces where applicable.

Project/Permit Reference: San Diego Regional Water Quality Control Board (RWQCB) 401 Water Quality Certification No. R9-2019-0017 (Laguna Canyon Creek Erosion Control and Restoration Project). 285 Specs-Section G All Permits.pdf
Mitigation Areas Covered: On-Site mitigation area(s) at/near 20612 Laguna Canyon Road and Off-Site mitigation/enhancement area(s) as identified in the certification/mitigation plan and future recorded deed restriction boundaries.

Purpose
The purpose of this LTMP is to ensure the on-site and off-site mitigation areas are managed, protected, and maintained in perpetuity to preserve hydraulic function, water quality, and habitat values following completion of project improvements, consistent with RWQCB Certification No. R9-2019-0017 and the approved mitigation/monitoring requirements.

Maintenance activities will be limited to those that support mitigation success and beneficial uses (e.g., debris removal, exotic/invasive control, replacement of dead natives, and remedial measures necessary to maintain performance standards).

Performance Standards / Success Criteria (Applied to Both Sites) The City will manage both the on-site and off-site mitigation areas to meet and maintain the following success criteria:

Success Criteria (Vegetation / Ground
Cover)
Standard
% Cover of Native Plant Species ≥ 80%
% Cover of Non-Native Plant Species < 5% (annual exotics must not exceed 5%) % Cover of Bare Ground < 20%
% Cover of Litter N/A (tracked qualitatively; removed during inspections) Note: The certification requires the mitigation site(s) be maintained free of specified perennial exotic species and limits annual exotics to ≤5%.

Inspection Schedule & Responsible Parties (On-Site + Off-Site) Routine Inspections (City):
• Quarterly inspections (minimum) by City (or City’s maintenance contractor) for: trash/debris, access constraints, erosion/scour concerns, invasive regrowth, irrigation issues (if present), and any encroachments.

Targeted Inspections (City):
• Pre-storm inspections prior to major forecasted storm events (and post-storm follow-up as needed) focused on culverts, channel pinch points, and areas where debris or vegetation could mobilize and impair flows.

Annual Compliance/Monitoring Inspections (Qualified Biologist / Consultant):
• Annual monitoring sufficient to evaluate performance criteria trends, photo points, and any needed remedial measures, consistent with annual reporting expectations under the certification.

Attachment 3
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Routine Debris and Obstruction Removal
The City will conduct periodic inspections of the creek corridor and remove trash, litter, and other abiotic debris that could obstruct flows or degrade water quality. Particular attention will be given to culverts, bridge crossings, and channel pinch points where debris accumulation could increase the risk of flooding or blockages during storm events. Debris removal activities will follow established City waste management practices, including separation of green waste for City disposal and appropriate removal of non-green waste by contractors when necessary. All activities will be conducted in a manner that prevents discharge of pollutants to the creek or municipal storm drain system.

Vegetation Management
Selective vegetation management will be performed to maintain channel conveyance while preserving native vegetation communities. Maintenance activities may include pruning of dead or damaged vegetation, removal of woody overgrowth that restricts hydraulic capacity, and trimming of vegetation where appropriate. Native plant communities will be preserved to the maximum extent feasible, and unnecessary removal of non-woody native species will be avoided. In areas near the erosion protection improvements adjacent to the Pacific Marine Mammal Center and the City Animal Shelter, cattails may be selectively thinned approximately every two years, limited to 10–20 percent of the population in staggered sections and cut above ground level to maintain ecological habitat while preserving hydraulic performance. Routine trimming will be conducted using hand tools (e.g., hand pruners, loppers, weed whips) where practicable to minimize disturbance. The use of heavy equipment (e.g., mowers, tractors, and excavators) will be limited to situations where necessary for safety or functionality and will be conducted in a manner that minimizes impacts to mitigation areas and water quality, consistent with applicable permit requirements. Vegetation management activities will be scheduled outside of the nesting bird season (generally February 15 through September 1) whenever feasible; if work must occur during this period, appropriate biological review and clearance measures will be implemented in accordance with permit conditions and best management practices.

Sediment Management for on- and off-site areas will be implemented to prevent sediment discharge.

Management will help minimize ground disturbance and stabilize exposed soils. Good housekeeping and spill prevention measures will be maintained to avoid the release of hazardous materials.

Invasive Species Control
The City will implement targeted removal and control of invasive plant species within the creek corridor to protect native habitat. In mitigation areas associated with project permits, maintenance will be limited to activities that support ecological success, including trash and debris removal, invasive species control, and remedial actions necessary to maintain habitat performance standards.

The City will implement targeted removal and control of invasive plant species within the creek corridor to protect native habitat and maintain success criteria. In mitigation areas, maintenance will be limited to activities that support ecological performance, including invasive species control, trash and debris removal, and necessary remedial actions. Removal methods may include hand pulling, weed whipping, herbicide application, or other City-approved techniques, with direction provided by the City regarding target species, locations, and timing to avoid impacts to native vegetation; all plant material, including roots, will be removed where feasible. Herbicide use will be restricted to non-native species only, with no application on native vegetation. The Contractor shall provide advance notice prior to any herbicide or pesticide application, including proposed application times, and applications will not occur on weekends or legal holidays without City approval. Application will be limited to suitable weather conditions. All removed invasive plant material will be disposed of off-site in a manner that prevents re-establishment. These measures are intended to protect water quality and ensure the long-term integrity of mitigation areas. 16 16 of 229
Pre-Storm Inspection and Storm Readiness
Prior to major forecasted storm events, the City will conduct inspections of the creek channel, culverts, and related drainage infrastructure. These inspections will focus on identifying and removing accumulated debris or vegetation that could mobilize during storm flows and create downstream blockages.

Maintenance activities will also ensure that materials, equipment, and waste are properly secured so that storm runoff does not transport pollutants into the creek. Any channel maintenance work will be limited to the minimum extent necessary to maintain hydraulic function and will follow applicable permit conditions.

Documentation and Monitoring
The City will provide for the long-term management of both on-site and off-site mitigation areas through a dedicated maintenance operations and maintenance budget, ensuring ongoing funding to support sustainability and compliance with applicable requirements. The City will document site conditions before and after maintenance activities to support ongoing monitoring. These records will be compiled into periodic summaries and retained for documentation and reference. Through implementation of this Long-Term Management Plan, the City of Laguna Beach will maintain the hydraulic performance, environmental quality, and habitat values of Laguna Canyon Creek while ensuring compliance with applicable regulatory permits. 17 17 of 229
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STAFF REPORT
Meeting Date:

June 23, 2026

CONSENT
12 SUBJECT: AWARD OF CONTRACTS FOR COMMUNITY DEVELOPMENT DEPARTMENT

ON-CALL CONSULTANT SERVICES AND AMENDMENT TO SERVICE

PROVIDER AGREEMENT FOR BUILDING AND PLANNING SERVICES
RECOMMENDATION: It is recommended that the City Council:

1. Approve the selection of the on-call consultant firms identified in Attachment 1 to provide Community Development Department consulting services;

2. Authorize the City Manager to execute Professional Services Agreements, in a form approved by the City Attorney, with the selected on-call consultant firms for an initial three-year term, with two optional one-year extensions;

3. Authorize the City Manager to execute a sixth amendment to Agreement #22-49 with CSG Consultants, Inc. to increase the contract appropriation by $165,000 for a total not-to-exceed amount of $495,000 for continued building and planning services;

4. Authorize the City Manager to execute a new Professional Services Agreement with CSG Consultants, Inc., in a form approved by the City Attorney, for on-call consulting services for an amount not-to-exceed $350,000 annually for a three-year term effective July 1, 2026; and

5. Find that the recommended actions are not a “project” pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15378 because the actions involve administrative and organizational activities that will not result in a direct or indirect physical change in the environment.

SUMMARY OF THE MATTER
This report recommends that the City Council approve the selection of 34 on-call consultant firms identified in Attachment 1 to provide professional consulting services supporting the Community Development Department’s Planning, Building, Code Enforcement, and related technical operations. The report also recommends approval of a Sixth Amendment to Agreement No. 22-49 with CSG Consultants, Inc. to increase the contract appropriation by $165,000, for a revised total not-to-exceed amount of $495,000, for continued building and planning support services. Additionally, the report recommends authorization of a new three-year Professional Services Agreement with CSG Consultants, Inc. for ongoing on-call consulting services in an amount not to exceed $350,000 annually, effective July 1, 2026.

The Community Development Department issued a Request for Proposals (RFP) for 16 service categories to establish a prequalified pool of professional consulting firms capable of providing specialized technical expertise and supplemental staffing resources on an as-needed basis. Establishing the on-call consultant pool will streamline procurement processes, improve responsiveness to fluctuating operational demands, and provide access to specialized expertise necessary to support development review, permitting, inspection, and environmental compliance functions.
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Funding for the proposed agreements and amendment is available within existing and proposed Community Development Department operating budget appropriations.

The recommended actions are not subject to the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15378 because the actions involve administrative and organizational activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment.

DISCUSSION
The Community Development Department administers a broad range of development review, permitting, inspection, code enforcement, and environmental compliance functions necessary to implement the City’s Municipal Code, California Building Standards Code, California Environmental Quality Act (CEQA), and other applicable State and local regulations. These responsibilities require access to specialized technical expertise and professional support services to address fluctuating workloads, complex development proposals, and staffing resource constraints.

Operational Need
The Department experiences periodic fluctuations in permit volumes, development activity, code enforcement workload, and specialized technical review needs. Utilization of on-call consultant services allows the Department to maintain service levels, respond to operational demands in a timely manner, and access specialized expertise in a cost-effective and operationally efficient manner.

Request for Proposal Process
On March 12, 2026, the City of Laguna Beach released an RFP through the City’s PlanetBids portal for On-Call Community Development Consulting Services. This solicitation serves as a follow-up to the 2022- 2025 On-Call Community Development Services RFP, for which contracts were termed for three years with a one-year extension. Existing agreements are set to expire on June 30, 2026.

The RFP sought qualified firms in the following 16 categories:

1. Building Plan Check

2. Building Inspection

3. Fire Code Enforcement related to Group R3 Occupancies

4. Geotechnical Services

5. Permit Technician

6. Planner

7. Code Enforcement Officer

8. Housing Specialist

9. Biological Services

10. Historic Services

11. Landscape and Water Resources Plan Check

12. California Environmental Quality Act

13. Hydrology Peer Review

14. Floodplain Review Services
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15. Surveying

16. Traffic Engineering Services
Selection Process
The City received 59 proposals in response to the RFP. Proposals were reviewed by a selection committee comprised of City staff members in the Planning and Building Divisions. Evaluation criteria included the firm’s understanding of the scope of work, relevant qualifications and experience, proposed staffing, references, deliverables, and cost reasonableness.

Consequently, staff recommends approval of the 34 consulting firms identified in the table in Attachment

1. Nineteen of the recommended firms have previously provided services to the City and demonstrated familiarity with the unique conditions of the area. To clarify, construction contracts are awarded, as required by law, to the lowest responsive and responsible bidder after an Invitation for Bids is conducted. However, professional services require selection based upon demonstrated competence, professional qualifications, and cost reasonableness.

Following City Council approval, each selected consultant will execute a Professional Services Agreement consistent with the template agreement included as Attachment 2. Minor changes to the City’s template Professional Services Agreement may be authorized subject to approval by the City Manager and the City Attorney. The agreements will have an initial three-year term with two optional one-year extensions.

Use of On-Call Consulting Services
The purpose of establishing the on-call consultant services is to streamline the procurement process by prequalifying the best-qualified firms and utilizing these services as needed without conducting a separate competitive procurement process for each task. The use of multiple on-call consultants also increases resource availability, improves responsiveness to fluctuating workloads, and provides the City with access to specialized expertise necessary to meet performance expectations.

Individual task assignments will be authorized on an as-needed basis consistent with approved budget appropriations and applicable purchasing authority thresholds.

Cost
Cost reasonableness was included as part of the selection criteria for the on-call consultant team. The hourly rates negotiated with each selected on-call consultant will be held firm for the duration of the proposed three-year contract term.

With the exception of CSG, which is detailed further below, all professional service agreements will be capped at an annual fiscal year amount of $100,000. In the event services are required beyond the approved contract authority, any necessary contract amendment exceeding applicable purchasing thresholds would be presented to the City Council for consideration.
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Peer Review Protocol Changes
In an effort to further streamline the City’s permitting process and reduce permitting costs to applicants, the City is modifying its peer review practices by utilizing firms that have been vetted and deemed qualified through this RFP process.

Under the current practice, applicants retain consultants to prepare technical reports, such as geologic studies, and are then required to submit a $5,000 deposit for the City to conduct an independent peer review of those reports. Under the revised process, applicants may instead utilize technical reports prepared by subject matter experts that have been vetted and approved by the City. Technical reports prepared by these approved consultants will be accepted by the City without the need for additional peer review.

Initially, City staff will implement this protocol on a limited basis for traffic engineering services only.

Because the City maintains an internal traffic engineer, staff will be able to assist in reviewing and standardizing report templates and methodologies during the initial rollout phase. Over the coming months, Planning staff will work to develop standardized report templates and review protocols for the remaining technical disciplines identified in this program and will expand implementation as appropriate.

Use of an approved consultant will remain entirely at the applicant’s discretion. Applicants may continue to retain consultants that are not included on the City’s approved list; however, in those instances, the City will continue to require peer review of the submitted technical report.

Attachment 3 identifies the approved firms and the areas of expertise for which their technical reports will ultimately be accepted without peer review, including biological, hydraulic, geotechnical, historical, and traffic engineering services.

CSG Consultants, Inc.

CSG performs a range of services for the City including: planning, building inspection, fire code enforcement, permit technician, code enforcement, building plan check, and CEQA consulting services.

Due to increased utilization of consultant services, the Department has reached the contract appropriation for CSG.

To maintain continuity of operations through the transition to the new on-call consultant program, staff recommends increasing the appropriation for Agreement #22-49 by $165,000, for a total not-to-exceed amount of $495,000 for this year’s fiscal year ending June 30, 2026. The proposed amendment is included as Attachment 4.

Additionally, staff anticipates continued utilization of CSG to exceed the on-call appropriation limit of $100,000. Based on historical utilization and anticipated operational needs, staff further recommends authorizing the City Manager to appropriate up to $350,000 per fiscal year for CSG Consultants under the new on-call consulting program. In sum, the amendment (Attachment #4) will allow the City to continue use of CSG through this fiscal year. Once the new fiscal year commences, a new agreement with CSG will be executed – along with other on-call consultants consistent with this item – to ensure timing consistency 4 of 261

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program-wide.

It is important to note that the majority of work performed by CSG for the City involves building plan check services. Under the negotiated payment structure, CSG receives a percentage of the building plan check fees collected for the use of its services. Specifically, CSG retains 60% of the building plan check fee, while the City retains 40% to cover administrative and permit issuance costs.

This arrangement has proven to be largely cost-neutral to the City, as the permit fee revenue directly offsets consultant costs while allowing staff to efficiently augment building plan check services.

FINANCIAL ANALYSIS
Funding for the proposed on-call consultant agreements and the amendment to Agreement No. 22-49 with CSG Consultants, Inc. is available within existing and proposed Community Development Department operating budget appropriations.

With the exception of CSG Consultants, Inc. (CSG), all on-call consultant agreements will be limited to an annual not-to-exceed amount of $100,000. Consultant services will be utilized on an as-needed basis subject to available appropriations and applicable purchasing authority thresholds.

Staff recommends increasing the appropriation for Agreement No. 22-49 with CSG by $165,000 for a revised total not-to-exceed amount of $495,000 through June 30, 2026, due to increased demand for supplemental building and planning support services during Fiscal Year 2025-26.

Staff further recommends authorization of a new Professional Services Agreement with CSG under the updated on-call consultant program in an amount not to exceed $350,000 annually for a three-year term, effective July 1, 2026. The higher annual contract authority is based on historical utilization levels and anticipated operational needs associated with building plan check, inspection, planning, permit technician, and related consulting services.

The majority of services provided by CSG involve building plan check activities that are funded through applicant-paid permit and plan check fees. Under the negotiated compensation structure, CSG receives a percentage of the building plan check fees collected for services performed, while the City retains a portion of the fee revenue to offset administrative and permit issuance costs.

Accordingly, the use of CSG for building plan check services has historically been substantially cost-neutral to the City while allowing the Department to maintain service levels, address fluctuating workloads, and reduce permit processing delays.

ALIGNMENT WITH CITY COUNCIL GOALS AND PRIORITIES
This action supports the City Council’s goals related to organizational effectiveness, service delivery, and maintaining high-quality community development services. The proposed on-call consultant program 5 of 261

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enhances the City’s ability to efficiently respond to development activity, regulatory requirements, and workload demands while maintaining professional and technical service standards.

ENVIRONMENTAL ANALYSIS
This action is not subject to the California Environmental Quality Act ("Public Resources Code Section 21000 et seq.) ("CEQA") because it does not qualify as a "project" under CEQA. The state CEQA Guidelines provide that "[a]n activity is not subject to CEQA if ... The activity is not a project as defined in Section 15378." (State CEQA Guidelines, § 15060(c).) Here, the actions do not qualify as a "project" as defined in State CEQA Guidelines section 15378 for at least two different reasons. First, Section 15378 defines a project as an activity that "has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment." (State CEQA Guidelines, §15378(a).) Here, the actions are to authorize the City Manager to execute an amendment for building and planning services, and approve the selection of on-call consultant service providers and execute agreements for on-call consultant services, which will not result in any reasonably foreseeable impacts.

ATTACHMENTS

1. On-Call Community Development Consultant Services Table (Pg. 7)

2. Professional Services Agreement Template (Pgs. 8-29)

3. Consultants Exempt from Peer Review Table (Pg. 30)

4. Sixth Amendment to CSG Agreement #22-49 (Pgs. 31-32) Submitted By: Matthew Schneider Approved: .

Matthew Schneider, Director of
Community Development
Dave Kiff, City Manager
Report Prepared By: Coordinated With:

Erin Fabian, Administrative Analyst Matthew Schneider, Director of Community Development
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Firm Name Biological
Services
Building
Inspector
Building Plan
Check CEQA Code
Enforcement
Fire Code
Enforcement Related
to Group R3
Occupancies
Floodplain Review
Services
Geotechnical
Services
Historic
Consulting
Housing
Specialist
Hydrology Peer
Review
Landscaping and
Water Resources
Plan Check
Permit
Technician Planner Surveying
Traffic
Engineering
Services
4LEAF, Inc. X X X
Amigo Environmental, LLC X
Ascent Environmental, Inc. X X
ASM Affliates X
Bureau Veritas X X X X X X
CJ Biomonitoring LLC X X
Community Catalyst X X
CSG Consultants, Inc. X X X X X X X X
De Novo Planning Group X
Dudek X X X X X X X
D. Woolley & Associates X
EcoTierra Consulting, Inc. X

ENGEO X
Engineering Resources of
Southern California, Inc. X X
Eyestone Environmental X
Fehr & Peers X
FirstCarbon Solutions X
GMU Geotechnical, Inc. X X
GPA Consulting X
Gibson Transportation
Consulting, Inc. X
Historic Resources Group X
JAS Pacific X X X
Kling Consulting Group, LLC X
LLG X
Michael Baker International X
Richard Ramsey, Landscape
Architect X X
Rincon Consultants, Inc. X X X X
Rivertech Inc X X
RK Engineering Group, Inc. X
RSG, Inc. X
Sagecrest Planning +
Environmental X
TRB and Associates, Inc. X X
The Code Group, Inc. X X X X X
Willdan Engineering X X X X X X X
Attachment 1
7 7 of 261
Firm Name Biological
Services
Floodplain Review
Services
Geotechnical
Services
Historic
Consulting
Hydrology Peer
Review
Traffic
Engineering
Services
Amigo Environmental, LLC X
Ascent Environmental, Inc. X
ASM Affliates X
Bureau Veritas X X
CJ Biomonitoring LLC X
De Novo Planning Group
Dudek X X X X

ENGEO X
Fehr & Peers X
GMU Geotechnical, Inc. X X
GPA Consulting X
Gibson Transportation
Consulting, Inc.

X
Historic Resources Group X
Kling Consulting Group, LLC X
LLG X
Rincon Consultants, Inc. X
Rivertech Inc X X
RK Engineering Group, Inc. X
Willdan Engineering X
Attachment 3
30 8 of 261
-1- PROFESSIONAL SERVICES AGREEMENT
UPDATED 2-2026

CITY OF LAGUNA BEACH

PROFESSIONAL SERVICES AGREEMENT

1. PARTIES AND DATE.

This Agreement #__________ is made and entered into this _____ day of ________, 20___, by and between the City of Laguna Beach, a municipal corporation organized under the laws of the State of California with its principal place of business at 505 Forest Avenue, Laguna Beach, California 92651 ("City") and [***INSERT NAME OF COMPANY], a [INSERT TYPE OF BUSINESS; I.E., CORPORATION (INCLUDE STATE OF INCORPORATION), LIMITED LIABILITY COMPANY, SOLE PROPRIETORSHIP, ETC.***], with its principal place of business at [***INSERT ADDRESS***] ("Consultant"). City and Consultant are sometimes individually referred to herein as "Party" and collectively as "Parties."

2. RECITALS.

2.1 Consultant.

Consultant desires to perform and assume responsibility for the provision of certain professional services required by the City on the terms and conditions set forth in this Agreement.

Consultant represents that it is experienced in providing [***INSERT TYPE***] services to public clients, is licensed in the State of California, and is familiar with the plans of City.

2.2 Project.

City desires to engage Consultant to render such professional services for the [***INSERT NAME OF PROJECT, AND CONTRACT NUMBER, IF APPLICABLE***] project ("Project") as set forth in this Agreement.

3. TERMS.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. Consultant promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the professional [***INSERT DESCRIPTION OF SERVICES***] services necessary for the Project ("Services"). The Services are more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations.

Attachment 2
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3.1.2 Term. The term of this Agreement shall be from [***INSERT DATE***] to [***INSERT DATE***], unless earlier terminated as provided herein. [***INSERT THE

FOLLOWING SENTENCE FOR MULTI-YEAR, AUTOMATIC RENEWAL NOT TO EXCEED THREE CONSECUTIVE YEARS; OTHERWISE, ALWAYS DELETE: The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than [INSERT NUMBER] additional one-year terms.***] Consultant shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Agreement if necessary to complete the Services.

3.2 Compensation.

3.2.1 Compensation. Consultant shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit "C" attached hereto and incorporated herein by reference. The total compensation shall not exceed [***INSERT AMOUNT WRITTEN OUT] ($[***INSERT NUMBER]) without written approval of the City Council or City Manager, as applicable. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.2.2 Payment of Compensation. Consultant shall submit to City a monthly invoice which indicates work completed and hours of Services rendered by Consultant. The invoice shall describe the amount of Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the invoice.

City shall, within 30 days of receiving such invoice, review the invoice and pay all non-disputed and approved charges. If the City disputes any of Consultant's fees, the City shall give written notice to Consultant within thirty (30) days of receipt of an invoice of any disputed fees set forth therein. Payment shall not constitute acceptance of any Services completed by Consultant. The making of final payment shall not constitute a waiver of any claims by the City for any reason whatsoever. Failure to submit an invoice within ninety (90) days of any service(s) or good(s) provided shall constitute an absolute waiver of any right to payment for such service(s) and/or good(s), and City shall have no obligation to review, process, or pay any invoice submitted after the expiration of the ninety (90) day period.

3.2.3 Reimbursement for Expenses. Consultant shall not be reimbursed for any expenses unless authorized in writing by City, or included in Exhibit "C" of this Agreement.

3.2.4 Extra Work. At any time during the term of this Agreement, City may request that Consultant perform Extra Work. As used herein, "Extra Work" means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement.

Consultant shall not perform, nor be compensated for, Extra Work without written authorization from the City.

3.3 Responsibilities of Consultant.

3.3.1 Independent Contractor; Control and Payment of Subordinates. The Services shall be performed by Consultant or under its supervision. Consultant will determine the 9 10 of 261
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means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Consultant on an independent contractor basis and not as an employee.

Any personnel performing the Services on behalf of Consultant shall not be employees of City and shall at all times be under Consultant's exclusive direction and control. Neither City, or any of its officials, officers, directors, employees or agents shall have control over the conduct of Consultant or any of Consultants officers, employees or agents, except as set forth in this Agreement. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law.

Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance.

3.3.2 Schedule of Services. Consultant shall perform the Services in a prompt and timely manner and in accordance with the Schedule of Services set forth in Exhibit "B" attached hereto and incorporated herein by reference. Consultant represents that it has the professional and technical personnel required to perform the Services expeditiously. Upon request of City, Consultant shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services.

3.3.3 Conformance to Applicable Requirements. All work prepared by Consultant shall be subject to the approval of City.

3.3.4 Substitution of Key Personnel. Consultant has represented to City that certain key personnel will perform and coordinate the Services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon written approval of City. In the event that City and Consultant cannot agree as to the substitution of key personnel, City shall be entitled to terminate this Agreement for cause. The key personnel for performance of this Agreement are as follows:
[***INSERT NAME AND TITLE***].

3.3.5 City's Representative. The City hereby designates [***INSERT NAME AND TITLE***], or his/her designee, to act as its representative in all matters pertaining to the administration and performance of this Agreement ("City's Representative"). City's Representative shall have the power to act on behalf of the City for review and approval of all products submitted by Consultant but not the authority to enlarge the Scope of Services or change the total compensation due to Consultant under this Agreement. The City Manager shall be authorized to act on City's behalf and to execute all necessary documents which enlarge the Scope of Services or change the Consultant's total compensation subject to the provisions contained in this Agreement. Consultant shall not accept direction or orders from any person other than the City Manager, City's Representative or his/her designee.

3.3.6 Consultant's Representative. Consultant hereby designates [***INSERT NAME AND TITLE***], or his/her designee, to act as its representative for the performance of this Agreement ("Consultant's Representative"). Consultant's Representative shall have full authority to represent and act on behalf of the Consultant for all purposes under this Agreement. The Consultant's Representative shall supervise and direct the Services, using his/her best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and 10 11 of 261
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procedures and for the satisfactory coordination of all portions of the Services under this Agreement.

3.3.7 Coordination of Services. Consultant agrees to work closely with City staff in the performance of Services and shall be available to City's staff, consultants and other staff at all reasonable times.

3.3.8 Standard of Care; Performance of Employees. Consultant shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Consultant represents and maintains that it is skilled in the professional calling necessary to perform the Services. Consultant warrants that all employees and subconsultants shall have sufficient skill and experience to perform the Services assigned to them. Consultant represents that it, its employees and subconsultants have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, and that such licenses and approvals shall be maintained throughout the term of this Agreement. Consultant shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Consultant's failure to comply with the standard of care provided for herein. Any employee of the Consultant or its subconsultants who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Consultant and shall not be re-employed to perform any of the Services or to work on the Project.

3.3.9 Period of Performance.

3.3.9.1 Consultant shall perform and complete all Services under this Agreement within the term set forth in Section 3.1.2 above (“Performance Time”). Consultant shall also perform the Services in strict accordance with any completion schedule or Project milestones described in Exhibits “A” or “B” attached hereto, or which may be separately agreed upon in writing by the City and Consultant (“Performance Milestones”). Consultant agrees that if the Services are not completed within the aforementioned Performance Time and/or pursuant to any such Performance Milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged and agreed that the City will suffer damage.

3.3.9.2 Neither City nor Consultant shall be considered in default of this Agreement for delays in performance caused by circumstances beyond the reasonable control of the non-performing Party. For purposes of this Agreement, such circumstances include a Force Majeure Event. A Force Majeure Event shall mean an event that materially affects a Party’s performance and is one or more of the following: (1) Acts of God or other natural disasters; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the services); (4) strikes and other organized labor action occurring at the site and the effects thereof on the services, only to the extent such strikes and other organized labor action are beyond the control of Consultant and its subcontractors, and to the extent the effects thereof cannot be avoided by use of replacement workers; and (5) pandemics, epidemics or quarantine restrictions. For purposes of this section, “orders of 11 12 of 261
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governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of a public agency applicable to the services and Agreement.

3.3.9.3 Should a Force Majeure Event occur, the non-performing Party shall, within a reasonable time of being prevented from performing, give written notice to the other Party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Force Majeure Events and/or delays, regardless of the Party responsible for the delay, shall not entitle Consultant to any additional compensation.

Notwithstanding the foregoing in this section, the City may still terminate this Agreement in accordance with the termination provisions of this Agreement.

3.3.10 Laws and Regulations; Employee/Labor Certification.

3.3.10.1 Compliance with Laws. Consultant shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for the City to terminate the Agreement for cause.

3.3.10.2 Employment Eligibility; Consultant. Consultant certifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time and shall require all subconsultants and sub-subconsultants to comply with the same. Consultant certifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Agreement, and shall not violate any such law at any time during the term of the Agreement.

3.3.10.3 Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and it shall not discriminate against any subconsultant, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Consultant shall also comply with all relevant provisions of City's Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.3.10.4 Air Quality. To the extent applicable, Consultant must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Consultant shall indemnify City against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Consultant, its subconsultants, or others for whom Consultant is responsible under its indemnity obligations provided for in this Agreement. 12 13 of 261
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UPDATED 2-2026

3.3.10.5 Water Quality Management and Compliance. Consultant shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Services including, without limitation, all applicable provisions of the City’s ordinances regulating water quality and storm water; the Federal Water Pollution Control Act (33 U.S.C. § 1251, et seq.); the California Porter-Cologne Water Quality Control Act (Water Code § 13000 et seq.); and any and all regulations, policies, or permits issued pursuant to any such authority. Consultant must additionally comply with the lawful requirements of the City, and any other municipality, drainage district, or other local agency with jurisdiction over the location where the Services are to be conducted, regulating water quality and storm water discharges. City may seek damages from Consultant for delay in completing the Services caused by Consultant’s failure to comply with the laws, regulations and policies described in this Section, or any other relevant water quality law, regulation, or policy.

3.3.10.6 Safety. Consultant shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Consultant shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed.

3.3.11 Insurance. [***CITY RISK MANAGER TO REVIEW PRIOR TO EACH USE TO CONFIRM SUFFICIENT COVERAGE/LIMITS FOR SERVICES/PROJECT***]

3.3.11.1 Time for Compliance. Consultant shall not commence work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Consultant shall not allow any subconsultant to commence work on any subcontract until it has provided evidence satisfactory to the City that the subconsultant has secured all insurance required under this section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Agreement for cause.

3.3.11.2 Types of Insurance Required. As a condition precedent to the effectiveness of this Agreement for work to be performed hereunder, and without limiting the indemnity provisions of the Agreement, the Consultant, in partial performance of its obligations under such Agreement, shall procure and maintain in full force and effect during the term of the Agreement the following policies of insurance. If the existing policies do not meet the insurance requirements set forth herein, Consultant agrees to amend, supplement or endorse the policies to do so.
(A) Commercial General Liability: Commercial General Liability Insurance which affords coverage at least as broad as Insurance Services Office "occurrence" form CG 00 01, or the exact equivalent, with limits of not less than $2,000,000 per occurrence and no less than $4,000,000 in the general aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions (1) limiting coverage for contractual liability; (2) excluding coverage for claims or suits by one insured against another (cross-liability); (3) products/completed operations liability; or (4) containing any other exclusion(s) contrary to the terms or purposes of this Agreement. 13 14 of 261
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(B) Automobile Liability Insurance: Automobile Liability Insurance with coverage at least as broad as Insurance Services Office Form CA 00 01 covering "Any Auto" (Symbol 1), or the exact equivalent, covering bodily injury and property damage for all activities with limits of not less than $2,000,000 combined limit for each occurrence. (C) Workers' Compensation: Workers' Compensation
Insurance, as required by the State of California and Employer's Liability Insurance with a limit of not less than $1,000,000 per accident for bodily injury and disease. (D) Professional Liability (Errors & Omissions): [***INCLUDE ONLY IF APPLICABLE; DELETE OTHERWISE***]Professional Liability insurance or Errors & Omissions insurance appropriate to Consultant’s profession with limits of not less than $2,000,000. Covered professional services shall specifically include all work to be performed under the Agreement and delete any exclusions that may potentially affect the work to be performed (for example, any exclusions relating to lead, asbestos, pollution, testing, underground storage tanks, laboratory analysis, soil work, etc.). If coverage is written on a claims-made basis, the retroactive date shall precede the effective date of the initial Agreement and continuous coverage will be maintained or an extended reporting period will be exercised for a period of at least five (5) years from termination or expiration of this Agreement.

3.3.11.3 Insurance Endorsements. Required insurance policies shall contain the following provisions, or Consultant shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:
(A) Commercial General Liability: (1) Additional Insured: The City, its officials, officers, employees, agents, and volunteers shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement.

Additional Insured Endorsements shall not (1) be restricted to "ongoing operations"; (2) exclude "contractual liability"; (3) restrict coverage to "sole" liability of Consultant; or (4) contain any other exclusions contrary to the terms or purposes of this Agreement. For all policies of Commercial General Liability insurance, Consultant shall provide endorsements in the form of ISO CG 20 10 10 01 and 20 37 10 01 (or endorsements providing the exact same coverage) to effectuate this requirement. (2) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. (B) Automobile Liability: (1) Additional Insured: The City, its directors, officials, officers, employees, agents, and volunteers shall be covered as additional insureds with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Vendor or for which the Vendor is responsible. (2) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.
(C) Professional Liability (Errors & Omissions): [***INCLUDE ONLY IF APPLICABLE; DELETE OTHERWISE***](1) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. 14 15 of 261
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(2) This insurance shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Consultant. “Covered Professional Services” as designated in the policy must specifically include work performed under this Agreement. The policy must “pay on behalf of” the insured and include a provision establishing the insurer’s duty to defend.
(D) Workers' Compensation: (1) Cancellation: Required
insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. (2) Waiver of Subrogation: A waiver of subrogation stating that the insurer waives all rights of subrogation against the City, its officials, officers, employees, agents, and volunteers.

3.3.11.4 Primary and Non-Contributing Insurance. All policies of Commercial General Liability and Automobile Liability insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents, or volunteers shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions.

3.3.11.5 Waiver of Subrogation. All required insurance coverages, except for the professional liability coverage, shall contain or be endorsed to waiver of subrogation in favor of the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

3.3.11.6 Deductibles and Self-Insured Retentions. Any deductible or selfinsured retention must be approved in writing by the City and shall protect the City, its officials, officers, employees, agents, and volunteers in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.

3.3.11.7 Evidence of Insurance. The Consultant, concurrently with the execution of the Agreement, and as a condition precedent to the effectiveness thereof, shall deliver either certified copies of the required policies, or original certificates on forms approved by the City, together with all endorsements affecting each policy. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for approval. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15 days) prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Consultant shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies.
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3.3.11.8 Acceptability of Insurers. Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A:VII and authorized to transact business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law.

3.3.11.9 Enforcement of Agreement Provisions (non estoppel).

Consultant acknowledges and agrees that actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligation on the City nor does it waive any rights hereunder.

3.3.11.10 Requirements Not Limiting. Requirement of specific coverage or minimum limits contained in this Section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance. The insurance obligations under this Agreement shall be: (1) all the insurance coverage and/or limits carried by or available to the Consultant; or (2) the minimum insurance coverage requirements and/or limits shown in this Agreement; whichever is greater. Any insurance proceeds in excess of or broader than the minimum required coverage and/or minimum required limits, which are applicable to a given loss, shall be available to the City. No representation is made that the minimum insurance requirements of this Agreement are sufficient to cover the obligations of the Consultant under this Agreement.

3.3.11.11 Additional Insurance Provisions
(A) If any Excess or Umbrella Liability policies are used to meet the limits of liability required by this Agreement, then said policies shall be “following form” of the underlying policy coverage, terms, conditions, and provisions and shall meet all of the insurance requirements stated in this Agreement, including, but not limited to, the additional insured and primary & non-contributory insurance requirements stated herein. No insurance policies maintained by the City, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Consultant’s primary and excess liability policies are exhausted.
(B) The foregoing requirements as to the types and limits of insurance coverage to be maintained by Consultant, and any approval of said insurance by the City, is not intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Consultant pursuant to this Agreement, including but not limited to, the provisions concerning indemnification.
(C) If at any time during the life of the Agreement, any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement.
(D) The City may require the Consultant to provide complete copies of all insurance policies in effect for the duration of the Project. 16 17 of 261
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(E) Neither the City nor any of its officials, officers, employees, agents or volunteers shall be personally responsible for any liability arising under or by virtue of this Agreement.
(F) The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Consultant from liability in excess of such coverage, nor shall it limit the Consultant’s indemnification obligations to the City and shall not preclude the City from taking such other actions available to the City under other provisions of the Agreement or law.
(G) Consultant shall report to the City, in addition to Consultant’s insurer, any and all insurance claims submitted by Consultant in connection with the Services under this Agreement.

3.3.11.12 Insurance for Subconsultants. Consultant shall include all subconsultants engaged in any work for Consultant relating to this Agreement as additional insureds under the Consultant's policies, or the Consultant shall be responsible for causing subconsultants to purchase the appropriate insurance in compliance with the terms of these Insurance Requirements, including adding the City, its officials, officers, employees, agents, and volunteers as additional insureds to the subconsultant's policies. All policies of Commercial General Liability insurance provided by Consultant’s subconsultants performing work relating to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds using endorsement form ISO CG 20 38 04 13 or an endorsement providing equivalent coverage. Consultant shall not allow any subconsultant to commence work on any subcontract relating to this Agreement until it has received satisfactory evidence of subconsultant’s compliance with all insurance requirements under this Agreement, to the extent applicable. The Consultant shall provide satisfactory evidence of compliance with this section upon request of the City.

3.4 Labor Code Requirements.

3.4.1 Prevailing Wages. Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. City shall provide Consultant with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Consultant shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Consultant's principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code within this Agreement, and Consultant shall therefore comply with such Labor Code sections to the fullest extent required by law. Consultant shall defend, indemnify and hold the City, its 17 18 of 261
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officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.4.2 Registration/DIR Compliance. If the Services are being performed on a public works project of over $25,000 when the project is for construction, alteration, demolition, installation, or repair work, or a public works project of over $15,000 when the project is for maintenance work, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, the Consultant and all subconsultants must be registered with the Department of Industrial Relations (“DIR”). Consultant shall maintain registration for the duration of the Project and require the same of any subconsultants.

3.4.3 Compliance Monitoring. This Project may also be subject to compliance monitoring and enforcement by the DIR. It shall be Consultant’s sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Any stop orders issued by the DIR against Consultant or any subconsultant that affect Consultant’s performance of services, including any delay, shall be Consultant’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Consultant caused delay and shall not be compensable by the City. Consultant shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against Consultant or any subconsultant.

3.4.4 Labor Certification. By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services.

3.5 Termination of Agreement.

3.5.1 Grounds for Termination. City may, by written notice to Consultant, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Consultant of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Consultant shall be compensated only for those Services which have been adequately rendered to City, and Consultant shall be entitled to no further compensation. Consultant may not terminate this Agreement except for cause. The rights and remedies of the City provided in this section shall not be exclusive and are in addition to any other rights and remedies provided by law, equity or under this Agreement.

3.5.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Consultant to provide all finished or unfinished Documents and Data and other information of any kind prepared by Consultant in connection with the performance of Services under this Agreement. Consultant shall be required to provide such document and other information within fifteen (15) days of the request. 18 19 of 261
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3.5.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.6 Indemnification.

3.6.1 To the fullest extent permitted by law, Consultant shall defend (with counsel of City’s choosing), indemnify and hold the City, its officials, officers, employees, volunteers, and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant’s Services, the Project or this Agreement, including without limitation the payment of all damages, expert witness fees and attorney’s fees and other related costs and expenses except such loss or damage caused by the sole negligence or willful misconduct of the City. Consultant's obligation to indemnify shall survive expiration or termination of this Agreement and shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its officials, officers, employees, agents, or volunteers.

3.6.2 If Consultant’s obligation to defend, indemnify, and/or hold harmless arises out of Consultant’s performance as a “design professional” (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant’s indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant, and, upon Consultant obtaining a final adjudication by a court of competent jurisdiction, Consultant’s liability for such claim, including the cost to defend, shall not exceed the Consultant’s proportionate percentage of fault.

3.7 General Provisions.

3.7.1 Accounting Records. Consultant shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement.

3.7.2 Independent Contractors and Subcontracting.

3.7.2.1 Use of Consultants. Consultant is aware of statutory and case law regarding classification of workers as independent contractors, including California Labor Code Section 2750.3 and Dynamex Operations West, Inc. v. Superior Court, 4 Cal. 5th 903 (2018). To ensure that Consultant is in compliance with the California Labor Code, Consultant shall only utilize its employees to provide the Services. Consultant may not provide the services through any independent contractor, subcontractor or subconsultant (“Subcontractor(s)”) unless 19 20 of 261
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approved by the City as set forth in Section 3.7.2.2 below. Consultant represents and warrants that all personnel who perform the Services on Consultant’s behalf are Consultant’s employees, and that Consultant complies with all applicable laws, rules and regulations governing its employees, including, but not limited to, the California Labor Code, Unemployment Insurance Code and all applicable Industrial Welfare Commission Wage Orders.

3.7.2.2 Prior Approval Required. Consultant shall not use any Subcontractor to provide the Services, or any portion of the work required by this Agreement, without prior written approval of City. In the event that City authorizes Consultant to use a Subcontractor, Consultant shall enter into a written agreement with the Subcontractor, which must include all provisions of the Agreement, including a restriction on the Subcontractor’s use of further independent contractors, subcontractors or subconsultants without the City’s prior written consent.

3.7.3 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose:

Consultant: [***INSERT BUSINESS NAME***]
[***INSERT STREET ADDRESS***]
[***INSERT CITY STATE ZIP***]
ATTN: [***INSERT NAME AND TITLE***]
City: City of Laguna Beach
505 Forest Avenue
Laguna Beach CA 92651
ATTN: [***INSERT NAME AND TITLE***]
Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.7.4 Ownership of Materials and Confidentiality.

3.7.4.1 Documents & Data; Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). All Documents & Data shall be and remain the property of City, and shall not be used in whole or in substantial part by Consultant on other projects without the City’s express written permission. Within thirty (30) days following the completion, suspension, abandonment or termination of this Agreement, Consultant shall provide to City reproducible copies of all Documents & Data, in a form and amount required by City. City reserves the right to select the method of document reproduction and to establish where the reproduction will be accomplished. The reproduction expense shall be borne by City 20 21 of 261
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at the actual cost of duplication. In the event of a dispute regarding the amount of compensation to which the Consultant is entitled under the termination provisions of this Agreement, Consultant shall provide all Documents & Data to City upon payment of the undisputed amount. Consultant shall have no right to retain or fail to provide to City any such documents pending resolution of the dispute. In addition, Consultant shall retain copies of all Documents & Data on file for a minimum of fifteen (15) years following completion of the Project, and shall make copies available to City upon the payment of actual reasonable duplication costs. Before destroying the Documents & Data following this retention period, Consultant shall make a reasonable effort to notify City and provide City with the opportunity to obtain the documents.

3.7.4.2 Subconsultants. Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were prepared by design professionals other than Consultant or its subconsultants, or those provided to Consultant by the City.

3.7.4.3 Right to Use. City shall not be limited in any way in its use or reuse of the Documents and Data or any part of them at any time for purposes of this Project or another project, provided that any such use not within the purposes intended by this Agreement or on a project other than this Project without employing the services of Consultant shall be at City’s sole risk. If City uses or reuses the Documents & Data on any project other than this Project, it shall remove the Consultant’s seal from the Documents & Data and indemnify and hold harmless Consultant and its officers, directors, agents and employees from claims arising out of the negligent use or re-use of the Documents & Data on such other project. Consultant shall be responsible and liable for its Documents & Data, pursuant to the terms of this Agreement, only with respect to the condition of the Documents & Data at the time they are provided to the City upon completion, suspension, abandonment or termination. Consultant shall not be responsible or liable for any revisions to the Documents & Data made by any party other than Consultant, a party for whom the Consultant is legally responsible or liable, or anyone approved by the Consultant.

3.7.4.4 Indemnification. Consultant shall defend, indemnify and hold the City, its directors, officials, officers, employees, volunteers and agents free and harmless, pursuant to the indemnification provisions of this Agreement, for any alleged infringement of any patent, copyright, trade secret, trade name, trademark, or any other proprietary right of any person or entity in consequence of the use on the Project by City of the Documents & Data, including any method, process, product, or concept specified or depicted.

3.7.4.5 Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents & Data either created by or provided to Consultant in connection with the performance of this Agreement shall be held confidential by Consultant. Such materials shall not, without the prior written consent of City, be used by Consultant for any purposes other than the performance of the Services. Nor shall such materials be disclosed to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Consultant which is otherwise known to Consultant or is generally known, or has 21 22 of 261
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become known, to the related industry shall be deemed confidential. Consultant shall not use City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or the Project in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City.

3.7.4.6 Confidential Information. The City shall refrain from releasing Consultant’s proprietary information ("Proprietary Information") unless the City's legal counsel determines that the release of the Proprietary Information is required by the California Public Records Act or other applicable state or federal law, or order of a court of competent jurisdiction, in which case the City shall notify Consultant of its intention to release Proprietary Information.

Consultant shall have five (5) working days after receipt of the release notice to give City written notice of Consultant's objection to the City's release of Proprietary Information. Consultant shall indemnify, defend and hold harmless the City, and its officers, directors, employees, and agents from and against all liability, loss, cost or expense (including attorney’s fees) arising out of a legal action brought to compel the release of Proprietary Information. City shall not release the Proprietary Information after receipt of an objection notice unless either: (1) Consultant fails to fully indemnify, defend (with City's choice of legal counsel), and hold City harmless from any legal action brought to compel such release; and/or (2) a final and non-appealable order by a court of competent jurisdiction requires that City release such information.

3.7.5 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement.

3.7.6 Entire Agreement. This Agreement contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements.

3.7.7 Attorneys’ Fees. If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorneys’ fees and all costs of such action.

3.7.8 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Orange County. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Consultant must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by Consultant. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Consultant shall be barred from bringing and maintaining a valid lawsuit against the City.

3.7.9 Time of Essence. Time is of the essence for each and every provision of this Agreement.
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3.7.10 City's Right to Employ Other Consultants. City reserves right to employ other consultants in connection with this Project.

3.7.11 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.7.12 Assignment or Transfer. Consultant shall not assign, sublet, or transfer this Agreement or any rights under or interest in this Agreement without the written consent of the City, which may be withheld for any reason. Any attempt to so assign or so transfer without such consent shall be void and without legal effect and shall constitute grounds for termination.

Consultant shall not subcontract any portion of the Services required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.

3.7.13 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Consultant include all personnel, employees, agents, and subconsultants of Consultant, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement.

3.7.14 Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.7.15 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise.

3.7.16 No Third-Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.7.17 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.7.18 Prohibited Interests. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Consultant further agrees to file, or shall cause its employees or subconsultants to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the 23 24 of 261
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Services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.7.19 Authority to Enter Agreement. Consultant has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.7.20 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

3.7.21 Survival. All rights and obligations hereunder that by their nature are to continue after any expiration or termination of this Agreement, including, but not limited to, the indemnification obligations, shall survive any such expiration or termination.

3.8 Federal Provisions. [***INCLUDE THIS SECTION ONLY IF APPLICABLE; DELETE OTHERWISE AND DELETE ASSOCIATED EXHIBIT. YOU MAY ALSO NEED TO INCLUDE SOME INFORMATION IN THE RFP DUE TO FEDERAL FUNDING GUIDELINES.

CONSULT LEGAL COUNSEL IF NECESSARY***]When funding for the services is provided, in whole or in part, by an agency of the federal government, Consultant shall also fully and adequately comply with the provisions included in Exhibit “A-1” (Federal Requirements) attached hereto and incorporated herein by reference (“Federal Requirements”). With respect to any conflict between such Federal Requirements and the terms of this Agreement and/or the provisions of state law, the more stringent requirement shall control.

SIGNATURES ON NEXT PAGE
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SIGNATURE PAGE TO PROFESSIONAL SERVICES AGREEMENT

BETWEEN THE CITY OF LAGUNA BEACH AND
[***INSERT NAME***]
IN WITNESS WHEREOF, each of the Parties has caused this Agreement to be executed on the day and year first above written.

CITY OF LAGUNA BEACH [INSERT NAME OF CONSULTANT]
[If Corporation, TWO SIGNATURES,
President OR Vice President AND Secretary
OR Treasurer REQUIRED]
By:

Its:

Printed Name:

By:

Its:

Printed Name:

Approved By:
[INSERT NAME]
[INSERT TITLE]
Approved as to Form:
_____________________________________
City Attorney
Attested By:

City Clerk
25 26 of 261
55852.00003\42823523.1
Exhibit “A”-1 PROFESSIONAL SERVICES AGREEMENT
EXHIBIT "A"

SCOPE OF SERVICES
[***INSERT SCOPE***]
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Exhibit “A-I-1” PROFESSIONAL SERVICES AGREEMENT
EXHIBIT "A-I"

FEDERAL CONTRACT PROVISIONS
[***INCLUDE THIS EXHIBIT (AND CORRESPONDING AGREEMENT PROVISION) ONLY IF APPLICABLE; DELETE OTHERWISE. IF APPLICABLE, YOU MAY ALSO NEED TO INCLUDE SOME INFORMATION IN THE RFP. CONSULT THE CITY ATTORNEY IF NECESSARY***] 27 28 of 261
Exhibit “B”-1 PROFESSIONAL SERVICES AGREEMENT
EXHIBIT "B"

SCHEDULE OF SERVICES
[***INSERT SCHEDULE***]
28 29 of 261
Exhibit “C”-1 PROFESSIONAL SERVICES AGREEMENT
EXHIBIT "C"

COMPENSATION
[***INSERT RATES & AUTHORIZED REIMBURSABLE EXPENSES***] 29 30 of 261
1 AMENDMENT NO. 6 TO
PROFESSIONAL SERVICES AGREEMENT #22-49

BETWEEN THE

CITY OF LAGUNA BEACH
AND
CSG CONSULTANTS, INC.

1. Parties and Date.

This Sixth Amendment to the Professional Services Agreement (“Amendment”) is made and entered into this 9 day of June 2026 by and between the City of Laguna Beach (“City”) and CSG Consultants, Inc. (“Consultant”). City and Consultant are sometimes individually referred to as “Party” and collectively as “Parties” in this Amendment.

2. Recitals.

2.1 City and Consultant entered into that certain Professional Services Agreement dated August 4, 2022 (“Agreement”) Agreement #22-49, whereby Consultant agreed to provide Planning, Building Inspection, Fire Code Enforcement, Permit Technician, Code Enforcement and Building Plan Check and CEQA Consulting Services.

2.2 City and Consultant now desire to amend the Agreement for the Sixth time to increase the compensation.

3. Terms.

3.1 Compensation. The total compensation shall increase by $165,000 so that the total amount paid for services rendered by Consultant under the Agreement shall not exceed the sum of $495,000.

3.2 Continuing Effect of Agreement. Except as amended by this Amendment, all provisions of the Agreement shall remain unchanged and in full force and effect. From and after the date of this Amendment, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement as amended by this Amendment.

3.3 Adequate Consideration. The Parties stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Amendment. Consultant further accepts the terms and conditions of this Amendment as full and final resolution of any and all claims, asserted or otherwise, arising out of or related to the subject of this Amendment and acknowledges that the compensation and/or additional time, if any, set forth herein is adequate and comprises the total compensation and/or time due for the change(s) included in this Amendment.

Attachment 4
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2 3.4 Counterparts. This Amendment may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.

IN WITNESS WHEREOF, the Parties hereto have executed this Amendment on the date first herein above written.

CITY OF LAGUNA BEACH CSG CONSULTANTS, INC.

By: By:
(Authorized Representative of Consultant)
Printed Name: Printed Name:

Title: Title:

Dated: Dated:

Approved as to Form:

City Attorney
32 32 of 261

STAFF REPORT
Meeting Date:

June 23, 2026

CONSENT
13 SUBJECT: RESOLUTION APPROVING SENATE BILL 1 ROAD MAINTENANCE, STREET

MAINTENANCE, REHABILITATION, AND SAFETY PROJECTS FOR FISCAL YEAR 2026-27
RECOMMENDATION: It is recommended that the City Council:

1. Adopt the Resolution titled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

LAGUNA BEACH, CALIFORNIA, ADOPTING A LIST OF PROJECTS FOR FISCAL YEAR 2026-27 FUNDED BY SENATE BILL 1: THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017 AND FINDING THE SAME EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT”.

SUMMARY OF THE MATTER
In April 2017, the Governor signed Senate Bill 1 (SB 1), designated as the Road Repair and Accountability Act of 2017, to address deferred road maintenance, rehabilitation, and safety improvement needs on both state highways and local streets. SB 1 created a revenue source through an increase in motor vehicle fuel taxes and vehicle registration fees. On November 1, 2017, the bill took effect, and the State began collecting SB 1 revenues, of which the City has received approximately $400,000-$600,000 annually.

To comply with the accountability and transparency requirements of the SB 1 program guidelines, the City Council is required to approve a list of eligible projects through a separate resolution on an annual basis.

The proposed Capital Improvement Program projects for Fiscal Year 2026-27 that are eligible for SB 1 funding include street resurfacing for Zone 8 (area includes Coast View, Buena Vista, Canyon View, Terrace Way, and Cerritos Drive) and Annual Concrete Repairs for Zone 8. A map showing the locations of the street resurfacing and concrete repair zones is included as Attachment 1. It is recommended that the City Council adopt the attached resolution to facilitate the expected receipt of approximately $645,000 in SB 1 funding (Attachment 2).

FINANCIAL ANALYSIS
Adoption of the new fiscal year’s eligible project list resolution will allow the City to continue to receive the SB 1 funding.

ENVIRONMENTAL REVIEW
The proposed action is not a project within the meaning of the California Environmental Quality Act (CEQA) under CEQA Guidelines Section 15378, which states that a project does not include “government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment. This resolution adopts, and authorizes submission for approval of, a list of projects proposed to receive funding under SB1 and the RMRA. If such funding is approved, the City may then potentially use such funds for the projects listed that will be reviewed at that later time – if not already approved by the City. Accordingly, adoption of this resolution is not a project and no further environmental review is necessary of the new fiscal year’s eligible project list resolution will allow the City to continue to receive the SB 1 funding. 1 of 268
RESOLUTION APPROVING SENATE BILL 1 ROAD MAINTENANCE, STREET MAINTENANCE, REHABILITATION, AND SAFETY PROJECTS FOR FISCAL YEAR 2026-27 June 23, 2026

ATTACHMENTS

1. City’s Street Resurfacing and Concrete Repair Zones Map (Pg. 3)

2. Resolution (Pgs. 4-7)
Submitted By: Mark McAvoy Approved: .David A Kiff
Mark McAvoy, Director of Public
Works & Utilities
Dave Kiff, City Manager
Report Prepared By: Coordinated With:

Clarissa Macdonald, Engineering Technician Tran Tran, Assistant City Engineer 2 of 268
Attachment 1
3 RESOLUTION NO. 26.XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

LAGUNA BEACH, CALIFORNIA, ADOPTING A LIST
OF PROJECTS FOR FISCAL YEAR 2026-27 FUNDED BY SB-1:

THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017

AND FINDING THE SAME EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT
WHEREAS, Senate Bill 1 (SB-1), designated as 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
WHEREAS, SB-1 includes accountability and transparency provisions that will ensure the residents of the City of Laguna Beach are aware of the projects proposed for funding in the community and which projects have been completed each fiscal year; and WHEREAS, the City 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 WHEREAS, the City will receive an estimated $645,000 in RMRA funding in Fiscal Year 2026-27 from SB-1 revenues; and
WHEREAS, this is the tenth year in which the City 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 WHEREAS, the City has undergone a robust public process to ensure public input into Attachment 2
4 4 of 268
-2- Reso. #
our community’s transportation priorities for inclusion in the project list; and WHEREAS, the City 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 community’s priorities for transportation investment; and WHEREAS, the funding from SB-1 will help the City maintain and rehabilitate thirty (30) streets/roads throughout the City this year; and
WHEREAS, the 2023 California Statewide Local Streets and Roads Needs Assessment found that the City’s streets and roads are in good condition and the SB-1 revenues will help us increase the overall quality of the City’s road system and over the next decade will bring the City’s streets and roads into excellent condition; and
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.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAGUNA BEACH DOES RESOLVE:

SECTION 1. The foregoing recitals are true and correct and incorporated herein by reference.

SECTION 2. The following proposed projects will be funded in part or solely with Fiscal Year 2026-27 Road Maintenance and Rehabilitation Account revenues:
(A)Project Title: Zone 8 Street Slurry Seal and Rehabilitation Project Description: Repair and resurface City Maintained Streets Project Location: Coast View, Buena Vista, Canyon View, and Cerritos Drive Estimated Project Schedule: Start (09/27) – Completion (12/27) Estimated Project Useful Life: 7-12 years
(B) Project Title: Annual Concrete Repairs
Project Description: Repair and replace damaged concrete improvements (i.e., curbs, gutters and sidewalks) on City Maintained Streets
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Project Location: Temple Hills and Citywide Sidewalk Slicing Estimated Project Schedule: Start (9/26) – Completion (03/27) Estimated Project Useful Life: 25-30 years
SECTION 3. Adoption of this resolution is not a project within the meaning of the California Environmental Quality Act (CEQA) and under CEQA Guidelines Section 15378, which states that a project does not include “government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment. This resolution adopts, and authorizes submission for approval of, a list of projects proposed to receive funding under SB1 and the RMRA. If such funding is approved, the City may then potentially use such funds for the projects listed that will be reviewed at that later time – if not already approved by the City. Accordingly, adoption of this resolution is not a project and no further environmental review is necessary.

SECTION 4. If any provision of this Resolution is held invalid, the remainder of this Resolution shall not be affected by such invalidity, and the provisions of the Resolution are severable. Except as otherwise expressly provided in this Resolution, all other penalty schedules and fines shall remain unchanged and in full force and effect.

SECTION 5. The City Clerk shall attest as to the adoption and execution of this Resolution and cause the same to be maintained in the permanent records of the City.

SECTION 6. This Resolution shall become effective immediately upon its adoption. 6 6 of 268
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ADOPTED this 23rd day of June, 2026.

Mark Orgill, Mayor
ATTEST:

Ann Marie McKay, City Clerk
I, Ann Marie McKay, City Clerk of the City of Laguna Beach, certify that the foregoing Resolution No. 26.XXX was duly adopted at a regular meeting of the City Council of said City held on June 23, 2026, by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

City Clerk, City of Laguna Beach, CA
7 7 of 268

STAFF REPORT
Meeting Date:

June 23, 2026

CONSENT
14 SUBJECT: APPROVAL OF 7-YEAR CAPITAL IMPROVEMENT PROGRAM FOR TRANSIT

RELATED EXPENDITURES AND RESOLUTION CONFIRMING PAVEMENT

MANAGEMENT PLAN AND RESOLUTION CONFIRMING LOCAL SIGNAL
SYNCHRONIZATION MASTER PLAN FOR MEASURE M (M2) FUNDING

ELIGIBILITY
RECOMMENDATION: It is recommended that the City Council:

1. Approve the attached 7-Year Capital Improvement Program for transportation and transit improvement projects required for Measure M eligibility;

2. Adopt the Resolution titled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

LAGUNA BEACH, CALIFORNIA, CONCERNING THE STATUS AND UPDATE OF THE PAVEMENT MANAGEMENT PLAN FOR THE MEASURE M (M2) PROGRAM FOR THE CITY OF LAGUNA BEACH”;

3. Adopt the Resolution titled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

LAGUNA BEACH, CALIFORNIA, CONCERNING THE UPDATE OF THE LOCAL SIGNAL SYNCHRONIZATION PLAN FOR THE MEASURE M (M2) PROGRAM”; and

4. Authorize the Director of Public Works to forward all eligibility requirements including the approved 7-Year Capital Improvement Program to the Orange County Transportation Authority (OCTA).

SUMMARY OF THE MATTER
This report recommends that the City Council take the actions necessary to maintain the City of Laguna Beach’s eligibility for Measure M2 transportation funding administered by the Orange County Transportation Authority (OCTA). Specifically, the recommended actions include approving the City’s updated 7-Year Capital Improvement Plan (CIP) for transportation-related projects, affirming consistency with the County’s Master Plan of Arterial Highways through adoption of the Pavement Management Plan (PMP) resolution, and affirming consistency with the Regional Traffic Signal Synchronization Master Plan through adoption of the Local Signal Synchronization Plan (LSSP) resolution.

Measure M2 provides both formula-based and competitive transportation funding opportunities for local agencies. For Fiscal Year 2026-27, the City is expected to receive approximately $615,000 in Measure M2 Fair Share funding for eligible street maintenance and transportation improvements. Approval of the attached plans and resolutions will satisfy OCTA’s eligibility requirements, allowing the City to continue receiving Measure M2 funding and pursue future transportation investments that improve roadway conditions, mobility, traffic operations, pedestrian safety, and regional connectivity.

DISCUSSION
The Measure M program provides funding for transportation improvements through 2041 generated by a countywide one-half cent retail sales tax. Eighteen percent of Measure M funds are distributed to local 1 of 350
APPROVAL OF 7-YEAR CAPITAL IMPROVEMENT PROGRAM FOR TRANSIT RELATED

EXPENDITURES AND RESOLUTION CONFIRMING PAVEMENT MANAGEMENT PLAN

AND RESOLUTION CONFIRMING LOCAL SIGNAL SYNCHRONIZATION MASTER PLAN FOR MEASURE M (M2) FUNDING ELIGIBILITY
June 23, 2026

agencies on a "Fair Share" basis, based on a formula using population, miles of existing arterial highways within each jurisdiction, and taxable sales. For Fiscal Year 2026-27, the City of Laguna Beach will receive approximately $615,000 for street repairs and maintenance under this program. Funds are also distributed for transportation programs on a competitive basis. Staff recommends that the City Council approve the attached 7-Year CIP for transportation and transit improvement projects, which is consistent with the proposed 7-Year CIP presented to the City Council at the May 12, 2026 Budget Workshop, and adopt the attached resolutions concerning the City's Master Plan of Arterial Highways Consistency. All items are requirements to maintain Measure M funding eligibility as described below.

Approve 7-Year Capital Improvement Plan (CIP): The City must annually approve an updated 7-Year CIP for transportation-related expenditures that will or may be funded by Measure M. The 7-Year CIP (Attachment 1) for transportation improvement projects includes transit and street improvement projects in the current budget or 7-Year CIP that may be partially Measure M funded.

Pavement Management Plan (PMP): This year, the OCTA requires the City to prepare and maintain an updated PMP that documents the procedures used for the planning, preventive maintenance, rehabilitation, and repair of roadways identified on the County’s Master Plan of Arterial Highways, including El Toro Road and portions of Forest Avenue, Glenneyre Street, and Bluebird Canyon Drive. The City’s PMP was updated in May 2026 and is available for public review in the City Engineer’s Office (Attachment 2). The PMP evaluates pavement life cycles, assesses long-term system performance and associated costs, and supports the identification of cost-effective maintenance and rehabilitation strategies for preserving the City’s roadway network. To satisfy OCTA Measure M2 requirements and establish a formal record of approval, the City must adopt a resolution approving the PMP and affirming its conformance with applicable M2 guidelines (Attachment 3). The May 2026 PMP update indicates that the pavement improvement funding levels identified in the City’s 7-Year CIP are sufficient to maintain the City’s pavement network within the “Good” condition category.

Local Signal Synchronization Master Plan (LSSP): The OCTA requires participating agencies to update and adopt a LSSP on a three-year cycle to maintain eligibility for Measure M2 funding and demonstrate consistency with OCTA’s Regional Traffic Signal Synchronization Master Plan. The LSSP serves as a strategic framework for coordinating traffic signal operations across jurisdictional boundaries and identifying opportunities to improve regional mobility. The City’s LSSP was updated in June 2026 (Attachment 4) and is available for public review in the City Engineer’s Office and on the City’s website.

Through the LSSP, the City reaffirms its commitment to collaborating with Caltrans and OCTA to enhance traffic operations along Pacific Coast Highway (SR-1) and Laguna Canyon Road (SR-133), two critical transportation corridors that support both regional travel and local access. The LSSP identifies potential future improvements, including signal timing optimization, advanced vehicle detection technologies, emergency vehicle preemption systems, and traffic signal infrastructure upgrades that may be eligible for funding through Measure M2 Project P, the Regional Traffic Signal Synchronization Program. These improvements are intended to improve traffic flow, reduce vehicle delays, enhance emergency response capabilities, and support pedestrian safety while addressing the unique transportation demands associated 2 of 350
APPROVAL OF 7-YEAR CAPITAL IMPROVEMENT PROGRAM FOR TRANSIT RELATED

EXPENDITURES AND RESOLUTION CONFIRMING PAVEMENT MANAGEMENT PLAN

AND RESOLUTION CONFIRMING LOCAL SIGNAL SYNCHRONIZATION MASTER PLAN FOR MEASURE M (M2) FUNDING ELIGIBILITY
June 23, 2026

with residents, visitors, special events, and emergency conditions. To satisfy Measure M2 requirements and establish a formal record of approval, the City must adopt the updated LSSP and approve the accompanying resolution affirming the City’s continued conformance with OCTA’s Regional Traffic Signal Synchronization Master Plan (Attachment 5).

Please be advised that the two resolutions (Attachment 3 and Attachment 5) do not follow the City’s standard/template resolution format. This is done because OCTA releases template resolutions for local agencies like the City to adopt in order to be eligible for Measure M2 funds. Past City adoptions of its PMP and LSSP have followed these OCTA template resolutions without issue. To avoid any confusion or inquiry by OCTA, staff recommends adopting the proposed resolutions notwithstanding the change in resolution format.

FINANCIAL ANALYSIS
Approval of the 7-Year Capital Improvement Plan, the adoption of the Pavement Management Plan Resolution update, and the adoption of the Local Signal Synchronization Plan Resolution update will allow the City to receive its local fair share of Measure M2 funding. Funding allocations for Year 1 projects will be made with City Council’s adoption of the annual budget.

ENVIRONMENTAL ANALYSIS
Approval of the 7-Year CIP, adoption of the PMP update, and adoption of the Local Signal Synchronization Plan update are exempt from the California Environmental Quality Act (CEQA) pursuant to State CEQA guidelines, Section 15262, which exempts those projects “involving only feasibility or planning studies for possible future actions which the agency, board, or commission has not approved, adopted, or funded.” The 7-Year CIP, PMP, and LSSP is a planning study that does not have a legally binding effect on later activities.

Therefore, the project has no potential for causing significant environmental effect and is exempt from CEQA review. Environmental analysis assessing the impacts of the individual projects identified in the study will be completed at a later time in compliance with CEQA prior to any construction activity.

Adoption of this resolution is not a project within the meaning of the California Environmental Quality Act (CEQA) and under CEQA Guidelines Section 15378, which states that a project does not include “government fiscal activities, which do not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment. This resolution informs OCTA as to the status and update of the Circulation Element and Mitigation Fee Program to remain eligible for the Measure M (M2) program. If such funding is approved, the City may then potentially use such funds for the projects listed that will be reviewed at that later time, if not already approved by the City. Accordingly, adoption of these resolutions are not a project, and no further environmental review is necessary.

ATTACHMENTS

1. 7-Year CIP Project List (Pgs. 5-9)

2. Pavement Management Plan (Pgs. 10-59)

3. Resolution Concerning Update of Pavement Management Plan for M2 Program (Pgs. 60-61) 3 of 350
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EXPENDITURES AND RESOLUTION CONFIRMING PAVEMENT MANAGEMENT PLAN

AND RESOLUTION CONFIRMING LOCAL SIGNAL SYNCHRONIZATION MASTER PLAN FOR MEASURE M (M2) FUNDING ELIGIBILITY
June 23, 2026

4. Local Signal Synchronization Plan (Pgs. 62-79)

5. Resolution Concerning Update of Local Signal Synchronization Plan for M2 Program (Pgs. 80-82) Submitted By: Mark McAvoy Approved: .David A Kiff
Mark McAvoy, Director of Public
Works & Utilities
Dave Kiff, City Manager
Report Prepared By: Coordinated With:

Clarissa Macdonald, Engineering Technician Tran Tran, Assistant City Engineer 4 of 350

CITY OF LAGUNA BEACH - PUBLIC WORKS DEPARTMENT
Measure M - Seven Year Capital Improvement Program for Fiscal Years 2026/2027 through 2032/2033 Measure M Eligible Projects (In Current Dollars)
Year→ 1 2 3 4 5 6 7
Project Area Fund Source Phase % of Fund↓ 2026/27 2027/28 2028/29 2029/30 2030/31 2031/32 2032/33 Total Project V N/A 550 86% 550
Parking Fund N/A 89 14% 89
Subtotal 639 100% 639 639
Project V N/A 212 89% 212
Local Match N/A 26 11% 26
Subtotal 239 100% 239 239
Project V N/A 188 36% 188
Local Match N/A 327 64% 327
Subtotal 515 100% 515 515
Measure M D/C
SB-1 & Gas Tax D/C 680 100% 680
Subtotal 680 100% 680 680
Measure M D/C 615 72% 615
SB-1 & Gas Tax D/C 245 28% 245
Subtotal 860 100% 860 860
Measure M D/C 539 33% 539
SB-1 & Gas Tax D/C 1,111 67% 650 461
Subtotal 1,650 100% 650 1,000 1,650
Measure M D/C 840 41% 500 104 236
SB-1 & Gas Tax D/C 1,210 59% 250 596 364
Subtotal 2,050 100% 750 700 600 2,050
Measure M D/C 410 41% 410
SB-1 & Gas Tax D/C 590 59% 590
Subtotal 1,000 100% 1,000 1,000
Measure M D/C 669 56% 669
SB-1 & Gas Tax D/C 531 44% 531
Subtotal 1,200 100% 1,200 1,200
Measure M D/C 695 63% 695
SB-1 & Gas Tax D/C 405 37% 405
Subtotal 1,100 100% 1,100 1,100
Measure M D/C 721 48% 721
SB-1 & Gas Tax D/C 779 52% 779
Subtotal 1,500 100% 1,500 1,500
TOTAL BUDGETED ($000s) 860 1,400 1,700 1,600 1,200 1,100 1,500 9,360 Zone 12 Street Slurry Seal and Rehabilitation
(FY 30/31)
Zone 13 Street Slurry Seal and Rehabilitation
(FY 31/32)
Zone 1 Street Slurry Seal and Rehabilitation
(FY 32/33)
Zone 10 Street Slurry Seal and Rehabilitation
(FY 27/28) and (FY 28/29) and (FY 29/30)
Off-Season Weekend Trolley Service
The City of Laguna Beach is proposing to extend its existing OffSeason Weekend Trolley Service, beyond its current 6/30/20 expiration date through 6/30/2027.

Off-Season Weekend and Seasonal Services
Laguna Canyon Road/El Toro Road Laguna
Local Service (On-Demand)
Est. Cost ($000s)
Zone 8 Street Slurry Seal and Rehabilitation
(FY 26/27)
Zone 9 Street Slurry Seal and Rehabilitation
(FY 27/28) and (FY 28/29)
Zone 4 Downtown Street Slurry
(FY 26/27)
Zone 11 Street Slurry Seal and Rehabilitation
(FY 29/30)
Attachment 1
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FINAL REPORT

UPDATED CITYWIDE

PAVEMENT MANAGEMENT PLAN
OC Go
2026-2033
Submitted to:

City of Laguna Beach, CA
May 28, 2026
Attachment 2
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May 28, 2026
Mr. Tran Tran
Assistant City Engineer

CITY OF LAGUNA BEACH
505 Forest Avenue
Laguna Beach, CA 92651
Subject: City of Laguna Beach –OCTA Pavement Management Compliance Report 2026 Dear Mr. Tran:

As part of the 2026 Update of the Pavement Management Plan (PMP) for the City of Laguna Beach, Bucknam Infrastructure Group, Inc. is pleased to submit the PMP reporting 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, 2026.

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
• Pavement Management Data Files (Included within the Laguna Beach MicroPAVER .e70 file) • 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 (Arterials 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, Master Plan of Arterial Highways (MPAH) roadways and Local streets.
• Seven-year Plan for Road Maintenance and Rehabilitation - Forecast Maintenance & Rehabilitation (FMR) Report
The FMR Report projects the street maintenance activities required for the next seven years, broken down to show maintenance levels for recommended streets. This includes all scheduled projects provided by the City for fiscal years 2026 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. 11 11 of 350
• 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”.  GIS Digital Data
 Quality Assurance / Quality Control (QA/QC) Plan
 GIS Maps / Current Conditions
These reports will be submitted to the City of Laguna Beach as part of the biennial Pavement Management Plan that is due prior to June 30, 2026. 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. 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
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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........................................................ 16 • Introduction ......................................................................................................... 16 • Objectives ............................................................................................................ 16 • Structure of QA/QC Plan...................................................................................... 16 • Condition Survey Procedures............................................................................... 17 • Accuracy Required for Data Collection................................................................ 18 • Random and Systematic Re-Inspections.............................................................. 18 • PCI Comparison with Past Surveys....................................................................... 19 • Inspector Qualifications and Experience ............................................................. 19 • Safety Procedures................................................................................................ 20 XV. Appendix E – Pavement Management Data Files............................................................. 21 XVI. Appendix F – GIS Maps – Current Conditions................................................................... 22 13 13 of 350
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CITY OF LAGUNA BEACH PAVEMENT MANAGEMENT PLAN
- part of -

COUNTYWIDE PAVEMENT MANAGEMENT PLAN GUIDELINES
(OCTA Guideline – April 2026)
Prepared by: Bucknam Infrastructure Group, Inc.

Submitted to OCTA: June 30, 2026
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II. EXECUTIVE SUMMARY
2026 UPDATE OF PAVEMENT MANAGEMENT PLAN (PMP)
As the City of Laguna Beach’s infrastructure continues to mature Public Works priorities such as street maintenance and redevelopment 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 topology, 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.

Over the past several years the City has made proactive efforts to improve its overall condition status as well as greatly reduced its deferred maintenance burdens. The City’s overall weighted PCI is 87.4, that is now above the OCTA M2 Local Match Reduction threshold of 75 PCI and above the Orange County PCI average of 79. The optimal goal for the City is to reach the industry standard PCI range that is between 82 to 85. Funding the Laguna Beach PMP over the next seven years will be manageable and achievable based on city management proactivity, frequent inspections, and biennial budgetary review.

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

The Laguna Beach 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 2024 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 local routes this past spring to assist the City in being compliant with OCTA – OC Go April 2026 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 ESRI ArcGIS.

Bucknam Infrastructure Group reviewed the City’s previous maintenance efforts and the proposed 2026- 27 proposed street improvements for pertinent pavement information in order to generate a CIP report that identified recommendations and opportunities for improvement in the current operating and maintenance efforts put forth by the City. The result of these work efforts is this report. 16 16 of 350
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III. BACKGROUND (CITY OF LAGUNA BEACH)
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 reports 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 Laguna Beach Public Works/Engineering staff in identifying unit costs for all maintenance practices used on an annual basis. Currently, based upon the City’s maintenance practices and their associated unit costs, the total replacement value of the Laguna Beach pavement network is $202,464,500. This value clearly indicates that the City’s pavement network is the most valuable and essential asset to Laguna Beach. 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. These frequencies are typical but 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 Laguna Beach’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. 17 17 of 350
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FINDINGS AND RECOMMENDATIONS
Through our assessment of historical maintenance performed within the City and through our discussions with City staff the overall conditional data found across the network clearly shows that the City has applied strong, preventative maintenance strategies over the past decade; one of the highest conditions in the County. Pavement management involves annual focus on preventative maintenance & rehabilitation practices; as PCI’s deteriorate due to high average daily traffic volumes, heavy rains, weathering and time, preventative applications (patching, crack filling, etc.) have limited benefits. More aggressive maintenance and rehabilitation applications, such as slurry seals and overlays, have to be used.

Compounded with the delay in increased/needed funding and high inflation rates PCI results will show continued decreases.

Our study has shown that key overlay projects will be needed over the next seven years to maintain the network’s high level of condition. Currently, the City’s two major streets networks (Arterial & Local) hold very high 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 (with a solid focus on Locals). 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 “very 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 “very 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 88.1;
• The MPAH network consists of 4.1 centerline miles and 878,731 SF of pavement; • Currently, 1% of the MPAH network (0.4 centerline miles) qualify for rehabilitation/reconstruction maintenance; 38% of the MPAH network (1.5 centerline miles) qualifies for slurry seal/stop gap maintenance;
• At a minimum, MPAH maintenance projects should focus on the maintaining the current PCI at a weighted average of 84 over the next 7 years;
o Maintain the MPAH revenues at an average annual level of $215,400/yr for the term of the CIP to generate the PCI identified on page 9;
• Develop a proactive fiscal and planned approach to identify MPAH overlay projects based on the deterioration modeling within MicroPAVER;
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o Demonstrated budget shown on page 9 is ample to sustain the MPAH weighted PCI of

87.7 after seven years, additionally, the citywide deferred backlog decreases from a level of $3.1 million to $1.6 after seven years; and
• Perform pavement inspections on the MPAH network every two years to build a solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for OC Go.

LOCAL FINDINGS AND RECOMMENDATIONS
The actual workload requirements identified indicate that the Local street network is currently in “very 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 “very 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 87.3;
• The Local network consists of 69.3 centerline miles and 11,201,487 SF of pavement; • Currently, 5% of the Local network (3.2 centerline miles) qualify for rehabilitation/reconstruction maintenance; 18% of the Local network (12.5 centerline miles) qualifies for slurry seal/stop gap maintenance;
• At a minimum, Local maintenance projects should focus on the maintaining the current PCI above a weighted average of 84 over the next 7 years;
o Maintain the Local revenues at an average annual level of $1,728,600/yr for the term of the CIP to generate the PCI identified on page 9;
• Develop a proactive fiscal and planned approach to identify local overlay projects based on the deterioration modeling within MicroPAVER;
o Demonstrated budget shown on page 9 is ample to increase the Local weighted PCI from

87.3 to 88.3 after seven years, additionally, the citywide deferred backlog decreases from a level of $3.1 million to $1.2 after seven years; and
• Perform pavement inspections on the Local network every four years to build a solid planning model within MicroPAVER to track PCI deterioration; also follows new OCTA guidelines for OC Go. 19 19 of 350
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IV. CURRENT PAVEMENT CONDITIONS (PCI)

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V. PROJECTED PAVEMENT CONDITIONS (PCI) – CURRENT FUNDING 21 21 of 350
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VI. ALTERNATIVE FUNDING LEVELS
Maintain Existing Average Network PCI
Funding an additional $4 million over seven years sustains the PCI at 87.7.

Improve Average Network PCI
Funding an additional $5.8 million over seven years increases the PCI by one (1) points.

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. 22 22 of 350
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As maintenance is deferred, the opportunity to apply life extending preventive pavement applications is lost and the ultimate cost of rehabilitation multiplies.

In the case of Laguna Beach, the City’s actual budget will allow the deferred maintenance to increase on both the Arterial and Local networks.

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

BASED ON CENTERLINE MILES
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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 2026 PMP management study shows that the City is eligible for Local Match Reduction based on the current network weighted PCI of 87.4. Additionally, the City of Laguna Beach has demonstrated with the enclosed budget projection (page 8) that the City’s weighted average PCI (by area) remains above a PCI of 75 after the seven year program. 24 24 of 350
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XI. APPENDIX A – SEVEN YEAR ROAD MAINTENANCE AND REHABILITATION

PLAN BASED ON CURRENT OR EXPECTED FUNDING LEVEL
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Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ Arterial / Collector (MPAH)
2026-27 FORES 6130070 FOREST AV BEACH ST THIRD ST B AC 2 ~ 565 48 26,928 5/26/26 85 25 75 0 Type II Slurry Seal $18,580 2026-27 FORES 6130076 FOREST AV COAST HY BEACH ST C AC 1 ~ 626 48 27,585 5/26/26 87 21 37 42 Type II Slurry Seal $19,034 2026-27 FORES 6130089 FOREST AV THIRD ST BROADWAY B AC 2 ~ 556 48 30,180 5/26/26 72 36 38 26 Type II Slurry Seal $20,824 $58,438
2027-28 BLUEBIRD C 6180196 BLUEBIRD CANYON DR SUMMIT DR CRESS ST C AC 2 ~ 762 28 17,276 5/26/26 67 63 10 27 ARHM $99,164 2027-28 BLUEBIRD C 6180198 BLUEBIRD CANYON DR CRESS ST ORIOLE DR C AC 2 ~ 898 38 41,268 5/26/26 73 47 6 47 Type II Slurry Seal $29,713 $128,877
2028-29 GLENN 6180434 GLENNEYRE ST BROOKS ST THALIA ST B AC 4 ~ 1,109 54 60,935 5/26/26 68 84 14 2 ARHM $363,782 2028-29 GLENN 6180477 GLENNEYRE ST CALLIOPE ST BROOKS ST C AC 4 ~ 1,076 55 59,206 5/26/26 83 59 41 0 Type II Slurry Seal $44,405 2028-29 GLENN 6180500 GLENNEYRE ST BLUEBIRD CANYON RD CALLIOPE ST B AC 2 ~ 506 36 18,660 5/26/26 77 46 48 6 Type II Slurry Seal $13,995 $422,181
2029-30 GLENN 6180660 GLENNEYRE ST CENTER ST BLUEBIRD CANYON DR C AC 2 ~ 969 36 36,645 5/26/26 78 13 6 81 Type II Slurry Seal $28,583 $28,583
2030-31 GLENN 6180673 GLENNEYRE ST MOSS ST CENTER ST C AC 2 ~ 1,050 38 39,900 5/26/26 79 39 3 58 Type II Slurry Seal $32,319 $32,319
2031-32 GLENN 6370744 GLENNEYRE ST MOSS ST UPLAND RD C AC 4 ~ 1,050 26 27,300 5/26/26 76 35 0 65 Type II Slurry Seal $22,932 $22,932
2032-33 GLENN 6370745 GLENNEYRE ST UPLAND RD ALTA VISTA WY C AC 2 ~ 869 26 22,604 5/26/26 81 43 39 18 Type II Slurry Seal $19,665 $19,665
Locals
2026-27 ALEXANDER 6370641 ALEXANDER RD ASHTON DR END E AC 2 8 485 18 8,730 4/7/22 93 39 51 10 Preventive - Stop Gap $4,365 2026-27 ALTA VISTA 6370560 ALTA VISTA WAY QUEDA WY PALA WY C AC 2 8 242 16 3,871 4/8/22 92 0 100 0 Preventive - Stop Gap $1,936 2026-27 ALTA VISTA 6370569 ALTA VISTA WAY SOLANA WY END P AC 0 8 64 25 1,600 4/29/22 94 0 60 40 Preventive - Stop Gap $800 2026-27 ALTA VISTA 6370696 ALTA VISTA WAY NIDO WY LOMITA WY C AC 2 8 646 20 12,924 4/8/22 91 0 78 22 Preventive - Stop Gap $6,462 2026-27 ALTA VISTA 6370718 ALTA VISTA WAY LOMITA WY KILO WY C AC 2 8 807 20 16,140 4/8/22 89 0 70 30 Type II Slurry Seal $11,137 2026-27 ALTA VISTA 6370724 ALTA VISTA WAY ENCINA WY DUARTE WY C AC 2 8 136 20 2,720 2/15/22 95 0 100 0 Preventive - Stop Gap $1,360 2026-27 ALTA VISTA 6370726 ALTA VISTA WAY IRIS WY ENCINA WY C AC 2 8 86 20 1,725 2/15/22 93 0 100 0 Preventive - Stop Gap $862 2026-27 ALTA VISTA 6370759 ALTA VISTA WAY CORONA WY BONITA WY C AC 2 8 176 20 3,518 2/15/22 93 0 100 0 Preventive - Stop Gap $1,759 2026-27 ALTA VISTA 6370766 ALTA VISTA WAY FONTANA WY IRIS WY C AC 2 8 120 20 2,398 2/15/22 88 0 100 0 Type II Slurry Seal $1,654 2026-27 ALTA VISTA 6370768 ALTA VISTA WAY KILO WY FONTANA WY C AC 2 8 432 20 6,251 2/15/22 90 0 100 0 Preventive - Stop Gap $3,126 2026-27 ALTA VISTA 6370775 ALTA VISTA WAY DUARTE WY CORONA WY C AC 2 8 143 20 2,865 2/15/22 94 0 84 16 Preventive - Stop Gap $1,433 2026-27 ALTA VISTA 6370782 ALTA VISTA WAY GLENNEYRE ST QUEDA WY C AC 2 8 182 16 2,904 4/8/22 81 31 38 31 Type II Slurry Seal $2,004 2026-27 ALTA VISTA 6370783 ALTA VISTA WAY HIGHLAND RD GLENNEYRE ST C AC 2 8 110 18 1,975 4/8/22 88 43 57 0 Type II Slurry Seal $1,363 2026-27 ALTA VISTA 6370790 ALTA VISTA WAY PALA WY NIDO WY C AC 2 8 481 14 3,396 4/8/22 87 43 53 4 Type II Slurry Seal $2,343 2026-27 ASHTON DR 6370642 ASHTON DR ROUNSEVEL TE END E AC 2 8 294 18 4,235 4/7/22 86 20 76 4 Type II Slurry Seal $2,922 2026-27 BAYVIEW PL 6180180 BAYVIEW PL TEMPLE HILLS DR NORTH END E AC 2 8 826 18 16,317 4/6/22 85 62 36 2 Type II Slurry Seal $11,259 2026-27 BEACH ST 6130080 BEACH ST BROADWAY OCEAN AV E AC 4 4 271 48 13,029 4/7/22 93 0 100 0 Preventive - Stop Gap $6,515 2026-27 BEACH ST 6130082 BEACH ST OCEAN AV FOREST AV E AC 2 4 257 36 9,267 4/7/22 94 0 100 0 Preventive - Stop Gap $4,634 2026-27 BENT ST 6130104 BENT ST PARK AV END E AAC 2 4 385 46 17,710 4/13/22 100 0 0 0 Preventive - Stop Gap $8,855 2026-27 BONITA WY 6370711 BONITA WY END (W) END (E) E AC 2 8 305 25 8,550 2/15/22 95 0 100 0 Preventive - Stop Gap $4,275 2026-27 BROADWAY P 6130269 BROADWAY PL COAST HY BROADWAY E AC 2 4 926 16 14,823 4/7/22 69 58 29 13 1.5" Grind-Overlay $69,373 2026-27 BUENA VIST 6130179 BUENA VISTA WY CANYON VIEW DR NORTH END E AC 2 8 1,255 26 32,617 4/6/22 68 71 10 19 1.5" Grind-Overlay $152,648 2026-27 CANYON VIE 7000002 CANYON VIEW DR TEMPLE HILLS DR BUENA VISTA DR E AC 2 8 1,158 30 34,740 4/6/22 63 83 14 3 1.5" Grind-Overlay $162,583 2026-27 CANYON VIE 7000003 CANYON VIEW DR BUENA VISTA DR END E AC 0 8 741 30 22,230 4/6/22 78 56 32 12 Type II Slurry Seal $15,339 2026-27 CERRT 6180177 CERRTOS DR TERRACE WY EAST END E AC 2 8 390 34 13,249 4/6/22 84 59 39 2 Type II Slurry Seal $9,141 2026-27 CERRT 6180200 CERRTOS DR TEMPLE HILLS DR TERRACE WY E AC 2 8 428 34 14,562 4/6/22 76 50 44 6 Type II Slurry Seal $10,048 2026-27 CERRT 6180204 CERRTOS DR TERRACE WY SW TERRACE WY NE E AC 2 8 1,542 34 52,429 4/6/22 78 42 35 23 Type II Slurry Seal $36,176 2026-27 COAST VIEW 7000001 COAST VIEW DR TEMPLE HILLS DR END E AC 2 8 2,009 30 60,270 4/29/22 81 90 10 0 Type II Slurry Seal $41,586 2026-27 CORON WY 6370781 CORONA WY FONTANA WY END P AC 0 8 276 30 8,280 2/15/22 95 0 100 0 Preventive - Stop Gap $4,140 2026-27 DONNA 6130248 DONNA DR SAN REMO DR END E AC 2 8 142 22 3,130 4/6/22 81 59 41 0 Type II Slurry Seal $2,160 2026-27 DUART 6370776 DUARTE WY W END FONTANA WY E AC 2 8 308 26 7,999 4/8/22 98 0 52 48 Preventive - Stop Gap $4,000 2026-27 DUART 6370778 DUARTE WY FONTANA WY E END E AC 2 8 102 20 2,040 4/8/22 97 0 100 0 Preventive - Stop Gap $1,020 2026-27 DUMON 6370627 DUMOND DR OCEAN FRONT WARDS TE E AC 2 8 190 12 2,280 4/29/22 90 0 6 94 Preventive - Stop Gap $1,140 2026-27 DUMON 6370637 DUMOND DR WARDS TE MARION WY E AC 2 8 202 34 6,873 4/29/22 96 0 34 66 Preventive - Stop Gap $3,436 2026-27 DUMON 6370668 DUMOND DR MARION WY VICTORIA DR E AC 2 8 344 34 11,683 4/29/22 88 60 7 33 Type II Slurry Seal $8,061 2026-27 DUNNI 6180175 DUNNING DR TEMPLE HILLS DR NE END E AC 2 8 1,898 22 41,750 4/6/22 100 0 0 0 Preventive - Stop Gap $20,875 2026-27 ENCIN 6370725 ENCINA WY FONTANA WY END E AC 1 8 145 20 2,900 2/15/22 88 0 49 51 Type II Slurry Seal $2,001 2026-27 FONTA 6370563 FONTANA WY DUARTE WY CORONA WY E AC 2 8 125 30 3,762 2/15/22 95 0 100 0 Preventive - Stop Gap $1,881 2026-27 FONTA 6370757 FONTANA WY CORONA WY BONITA WY E AC 2 8 121 30 3,643 2/15/22 93 0 59 41 Preventive - Stop Gap $1,821 2026-27 FONTA 6370767 FONTANA WY ALTA VISTA WY ENCINA WY E AC 2 8 187 24 4,486 2/15/22 89 0 30 70 Type II Slurry Seal $3,095 2026-27 HERMO 6370769 HERMOSA WY IRIS WY N END E AC 1 8 120 18 2,160 4/8/22 71 0 81 19 1.5" Grind-Overlay $10,109 2026-27 HIGHL RD 6370708 HIGHLAND RD SOLANA WY END P AC 0 8 349 30 11,040 4/29/22 84 48 25 27 Type II Slurry Seal $7,618 2026-27 HIGHL WY 6370709 HIGHLAND WY HIGHLAND RD WY NYES PL E AC 2 8 475 22 10,441 4/29/22 84 60 29 11 Type II Slurry Seal $7,204 2026-27 HINKL 6370654 HINKLE PL COAST HY ROUNSEVEL TE E AC 2 8 429 24 5,500 4/7/22 74 46 36 18 Type II Slurry Seal $3,795 2026-27 IRIS 6370773 IRIS WY ALTA VISTA WY END E AC 2 8 405 22 9,000 4/8/22 95 0 69 31 Preventive - Stop Gap $4,500 2026-27 JUANI 6370694 JUANITA WY ALTA VISTA WY END E AC 2 8 578 26 15,028 2/15/22 84 0 26 74 Type II Slurry Seal $10,369 2026-27 KILO 6370695 KILO WY ALTA VISTA WY END E AC 2 8 578 22 12,716 4/8/22 95 0 82 18 Preventive - Stop Gap $6,358 2026-27 LOMA 6130117 LOMA TERR S END N END E AC 2 4 920 28 25,760 2/17/22 61 48 18 34 1.5" Grind-Overlay $120,557 2026-27 LOMA 6130119 LOMA TERR THIRD ST LOMA TE E AC 2 4 185 26 4,811 2/17/22 83 0 80 20 Type II Slurry Seal $3,320 2026-27 LOMIT 6370697 LOMITA WY ALTA VISTA WY END E AC 2 8 459 20 9,189 4/8/22 91 29 49 22 Preventive - Stop Gap $4,594 2026-27 MAR V 6180176 MAR VISTA AVE TERRACE WY NE END E AC 2 8 287 24 6,895 4/6/22 72 44 25 31 1.5" Grind-Overlay $32,267 2026-27 MARIO 6370705 MARION WY NW END DUMOND DR E AC 2 8 139 28 3,903 4/29/22 94 0 75 25 Preventive - Stop Gap $1,952 2026-27 MCAUL 6370722 MCAULAY PL VICTORIA DR COAST HY E AC 2 8 454 28 12,714 4/29/22 90 0 24 76 Preventive - Stop Gap $6,357 2026-27 MERMA 6130059 MERMAID ST THIRD ST LOMA TERR E AC 2 4 187 28 5,250 2/17/22 93 0 100 0 Preventive - Stop Gap $2,625 2026-27 MERMA 6130068 MERMAID ST GLENNEYRE ST THIRD ST E AC 2 4 602 34 20,468 2/17/22 79 0 55 45 Type II Slurry Seal $14,123 2026-27 NIDO 6370787 NIDO WY ALTA VISTA WY END E AC 2 8 715 26 16,172 4/8/22 83 67 13 20 Type II Slurry Seal $11,159

26 26 of 350
City of Laguna Beach, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2026-27 NYES 6370619 NYES PL END (S) COAST HWY C AC 2 8 315 30 9,450 4/8/22 84 55 29 16 Type II Slurry Seal $6,521 2026-27 NYES 6370621 NYES PL HIGHLAND RD BALBOA AV C AC 2 8 3,918 38 135,560 2/15/22 90 0 69 31 Preventive - Stop Gap $67,780 2026-27 NYES 6370669 NYES PL COAST HWY HIGHLAND WY C AC 2 8 215 30 6,450 4/8/22 88 36 64 0 Type II Slurry Seal $4,451 2026-27 OCEAN A 6130081 OCEAN AV BEACH ST THIRD ST P AC 0 4 801 42 33,642 4/8/22 70 74 26 0 1.5" Grind-Overlay $157,445 2026-27 OCEAN A 6130083 OCEAN AV COAST HY BEACH ST P AC 0 4 760 42 31,920 4/8/22 77 50 49 1 Type II Slurry Seal $22,025 2026-27 PALA 6370561 PALA WY ALTA VISTA WY AVENUE W E AC 1 8 363 14 5,083 4/8/22 84 0 86 14 Type II Slurry Seal $3,508 2026-27 PALA 6370698 PALA WY ALTA VISTA WY END E AC 1 8 221 14 3,094 4/8/22 94 0 88 12 Preventive - Stop Gap $1,547 2026-27 PALM 6130177 PALM DR TEMPLE HILLS DR NE END E AC 2 8 367 30 11,019 4/6/22 87 46 35 19 Type II Slurry Seal $7,603 2026-27 PARK 6180153 PARK AV COAST HY EAST END C AC 2 4 185 34 6,296 4/29/22 70 54 17 29 1.5" Grind-Overlay $29,465 2026-27 QUEDA 6370699 QUEDA WY ALTA VISTA WY W END E AC 2 8 475 20 9,501 4/8/22 93 0 51 49 Preventive - Stop Gap $4,750 2026-27 QUEDA 6370713 QUEDA WY ALTA VISTA WY E END E AC 2 8 263 26 6,846 4/8/22 97 0 68 32 Preventive - Stop Gap $3,423 2026-27 ROUNS 6370649 ROUNSEVEL TE ASHTON DR END E AC 2 8 760 30 10,031 4/7/22 80 0 75 25 Type II Slurry Seal $6,922 2026-27 SAN C 6370686 SAN CLEMENTE ST ALTA VISTA WY END E AC 2 8 359 18 4,626 4/8/22 95 0 100 0 Preventive - Stop Gap $2,313 2026-27 SAN R 6130239 SAN REMO DR TEMPLE HILLS DR SW TEMPLE HILLS DR NE E AC 2 8 1,336 24 32,056 4/6/22 77 69 31 0 Type II Slurry Seal $22,119 2026-27 SECON ST 6130064 SECOND ST MERMAID ST FOREST AV P AC 2 4 481 42 20,202 2/17/22 93 15 62 23 Preventive - Stop Gap $10,101 2026-27 SOLAN 6370555 SOLANA WY COAST HY ALTA VISTA WY E AC 2 8 706 26 18,355 4/8/22 84 46 28 26 Type II Slurry Seal $12,665 2026-27 SOLAN 6370710 SOLANA WY ALTA VISTA WY VICTORIA PL E AC 2 8 504 24 12,096 4/8/22 81 60 34 6 Type II Slurry Seal $8,346 2026-27 SUNSET TER 6370761 SUNSET TER COAST HWY VICTORIA DR P AC 0 8 737 30 22,110 4/29/22 81 45 12 43 Type II Slurry Seal $15,256 2026-27 TEMPL 6180274 TEMPLE HILLS DR DUNNING DR BAYVIEW PL C AC 2 8 1,290 26 33,540 4/6/22 89 30 65 5 Type II Slurry Seal $23,143 2026-27 TEMPL 6180276 TEMPLE HILLS DR THALIA ST DUNNING DR C AC 2 8 1,332 24 31,961 4/6/22 90 27 67 6 Preventive - Stop Gap $15,980 2026-27 TERRA 6180205 TERRACE WY CERRITOS DR S CERRITOS DR N P AC 2 8 1,939 29 56,231 4/6/22 81 51 45 4 Type II Slurry Seal $38,799 2026-27 TERRY 6370647 TERRY RD HINKLE PL W END E AC 2 8 458 28 10,920 4/7/22 85 48 37 15 Type II Slurry Seal $7,535 2026-27 TERRY 6370655 TERRY RD SE END HINKLE PL E AC 2 8 311 28 8,704 4/7/22 86 16 28 56 Type II Slurry Seal $6,006 2026-27 THIRD S 6130058 THIRD ST MERMAID ST FOREST AV P AC 2 4 731 40 29,240 2/11/22 75 0 21 79 Type II Slurry Seal $20,176 2026-27 THIRD S 6130061 THIRD ST PARK AV MERMAID ST P PCC 2 4 400 36 14,400 2/11/22 100 0 0 0 Preventive - Stop Gap $7,200 2026-27 THURS DR 6130187 THURSTON DR TEMPLE HILLS DR END P AC 2 8 808 30 24,240 4/6/22 73 66 19 15 Type II Slurry Seal $16,726 2026-27 VICTO 6370573 VICTORIA DR COAST HWY SUNSET TE E AC 2 8 1,028 26 26,738 4/29/22 89 34 22 44 Type II Slurry Seal $18,449 2026-27 VICTO 6370578 VICTORIA DR SUNSET TE NYES PL E AC 2 8 730 26 18,980 4/29/22 80 90 7 3 Type II Slurry Seal $13,096 2026-27 VICTO 7000000 VICTORIA DR HIGHLAND WY COAST HWY E AC 2 8 202 24 4,728 4/8/22 84 44 48 8 Type II Slurry Seal $3,262 2026-27 WARDS 6370701 WARDS TE NW END DUMOND DR E AC 2 8 271 24 6,507 4/29/22 92 0 7 93 Preventive - Stop Gap $3,253 2026-27 Y PL 6130025 Y PL LOMA TERR END E AC 1 4 236 22 5,192 4/8/22 69 59 20 21 1.5" Grind-Overlay $24,299 2026-27 Y PL 6130113 Y PL Y PL LOMA TERR E AC 1 4 174 18 3,137 4/8/22 80 58 38 4 Type II Slurry Seal $2,164 $1,462,819
2027-28 ACAPULCO 6180352 ACAPULCO ST CORTEZ AV CAPISTRANO AV E AC 2 9 430 20 8,600 2/15/22 95 0 100 0 Preventive - Stop Gap $4,472 2027-28 ACAPULCO 6180364 ACAPULCO ST ALISOS AV CORTEZ AV E AC 2 9 362 20 7,248 2/15/22 93 0 100 0 Preventive - Stop Gap $3,769 2027-28 ALISOS AV 6370589 ALISOS AV QUIVERA ST END E AC 2 9 335 20 6,700 2/15/22 94 0 83 17 Preventive - Stop Gap $3,484 2027-28 BAJA ST 6180545 BAJA ST CAPISTRANO AV END (N) E AC 2 9 660 25 16,500 2/15/22 75 73 25 2 Type II Slurry Seal $11,880 2027-28 BAJA ST 6180561 BAJA ST END (S) CAPISTRANO AV E AC 2 9 459 25 10,750 2/15/22 93 0 100 0 Preventive - Stop Gap $5,590 2027-28 BAJA ST 6180574 BAJA ST SUMMIT DR S END P AC 2 9 227 30 6,810 2/16/22 93 0 100 0 Preventive - Stop Gap $3,541 2027-28 BALBOA AV 6180318 BALBOA AV BARRACUDA WY CORTEZ AV C AC 2 9 502 36 14,764 2/15/22 91 0 100 0 Type II Slurry Seal $10,630 2027-28 BALBOA AV 6180378 BALBOA AV CORTEZ AV CAPISTRANO AV C AC 2 9 430 36 15,479 2/15/22 78 67 33 0 Type II Slurry Seal $11,145 2027-28 BALBOA AV 6180379 BALBOA AV CAPISTRANO AV DEL MAR AVE E AC 2 9 430 36 18,220 2/15/22 77 0 62 38 Type II Slurry Seal $13,118 2027-28 BALBOA AV 6370717 BALBOA AV NYES PL KENDAL DR C AC 2 9 493 36 17,748 2/15/22 86 0 100 0 Type II Slurry Seal $12,779 2027-28 BALBOA AV 6370735 BALBOA AV KENDAL DR BOLSANA DR C AC 2 9 1,056 36 38,011 2/15/22 84 0 68 32 Type II Slurry Seal $27,368 2027-28 BALBOA AV 6370764 BALBOA AV BOLSANA DR BARRACUDA WY C AC 2 9 303 36 10,913 2/15/22 87 40 60 0 Type II Slurry Seal $7,857 2027-28 BARRACUDA 6370689 BARRACUDA WY SOUTH END BALBOA AV E AC 2 9 640 32 24,864 4/29/22 78 41 54 5 Type II Slurry Seal $17,902 2027-28 BOLSA 6370690 BOLSANA WAY END LORETTA DR E AC 2 9 549 20 12,230 4/29/22 92 0 15 85 Preventive - Stop Gap $6,360 2027-28 BOLSA 6370736 BOLSANA WAY LORETTA DR BALBOA AV E AC 2 9 870 32 27,840 4/29/22 94 0 72 28 Preventive - Stop Gap $14,477 2027-28 CAPIS 6180349 CAPISTRANO AV QUIVERA ST ACAPULCO ST E AC 1 9 230 20 5,980 2/15/22 95 0 100 0 Preventive - Stop Gap $3,110 2027-28 CAPIS 6180351 CAPISTRANO AV ACAPULCO ST SANTA ANA ST E AC 1 9 230 20 5,980 2/15/22 84 69 29 2 Type II Slurry Seal $4,306 2027-28 CAPIS 6180353 CAPISTRANO AV SANTA ANA ST TIA JUANA ST E AC 1 9 230 20 5,980 2/15/22 95 0 100 0 Preventive - Stop Gap $3,110 2027-28 CAPIS 6180355 CAPISTRANO AV TIA JUANA ST BALBOA AV E AC 1 9 247 20 6,420 2/15/22 95 0 100 0 Preventive - Stop Gap $3,339 2027-28 CAPIS 6180532 CAPISTRANO AV NORIA ST ORO ST E AC 2 9 230 25 5,750 2/15/22 81 62 38 0 Type II Slurry Seal $4,140 2027-28 CAPIS 6180538 CAPISTRANO AV MIRAMAR ST NORIA ST E AC 2 9 230 25 5,750 2/15/22 99 0 100 0 Preventive - Stop Gap $2,990 2027-28 CAPIS 6180549 CAPISTRANO AV LA MIRADA ST MIRAMAR ST E AC 2 9 230 25 5,750 2/15/22 93 37 63 0 Preventive - Stop Gap $2,990 2027-28 CAPIS 6180551 CAPISTRANO AV KATELLA ST LA MIRADA ST E AC 2 9 230 25 5,750 2/15/22 95 0 100 0 Preventive - Stop Gap $2,990 2027-28 CAPIS 6180553 CAPISTRANO AV BAJA ST KATELLA ST E AC 2 9 230 25 6,440 2/15/22 86 51 49 0 Type II Slurry Seal $4,637 2027-28 CAPIS 6180556 CAPISTRANO AV SAN JOSE ST BAJA ST E AC 2 9 230 25 6,440 2/15/22 84 44 56 0 Type II Slurry Seal $4,637 2027-28 CORTE 6180361 CORTEZ AV QUIVERA ST ACAPULCO ST E AC 1 9 230 20 4,600 2/15/22 93 0 100 0 Preventive - Stop Gap $2,392 2027-28 CORTE 6180363 CORTEZ AV ACAPULCO ST SANTA ANA ST E AC 1 9 230 20 4,600 2/15/22 95 0 100 0 Preventive - Stop Gap $2,392 2027-28 CORTE 6180365 CORTEZ AV SANTA ANA ST TIA JUANA ST E AC 1 9 230 20 4,600 2/15/22 95 0 100 0 Preventive - Stop Gap $2,392 2027-28 CORTE 6180367 CORTEZ AV TIA JUANA ST BALBOA AV E AC 1 9 251 20 5,017 2/15/22 95 0 100 0 Preventive - Stop Gap $2,609 2027-28 CORTE 6180539 CORTEZ AV KATELLA ST LA MIRADA ST E AC 2 9 230 28 6,440 2/15/22 95 0 100 0 Preventive - Stop Gap $3,349 2027-28 CORTE 6180541 CORTEZ AV LA MIRADA ST MIRAMAR ST E AC 2 9 230 22 5,060 2/15/22 95 0 100 0 Preventive - Stop Gap $2,631 2027-28 CORTE 6180559 CORTEZ AV BAJA ST KATELLA ST E AC 2 9 230 22 4,268 2/15/22 88 44 56 0 Type II Slurry Seal $3,073 2027-28 DAVIS 6370683 DAVIS WY SOUTH END NORTH END E AC 2 9 410 20 11,480 2/18/22 94 0 92 8 Preventive - Stop Gap $5,970 2027-28 DEL M 6180324 DEL MAR AV NORIA ST ORO ST C AC 2 9 230 25 5,750 2/15/22 76 68 32 0 Type II Slurry Seal $4,140 2027-28 DEL M 6180325 DEL MAR AV MIRAMAR ST NORIA ST C AC 2 9 230 25 5,750 2/15/22 84 72 28 0 Type II Slurry Seal $4,140 2027-28 DEL M 6180329 DEL MAR AV KATELLA ST LA MIRADA ST C AC 2 9 230 25 5,750 2/15/22 93 0 100 0 Preventive - Stop Gap $2,990 2027-28 DEL M 6180331 DEL MAR AV LA MIRADA ST MIRAMAR ST C AC 2 9 230 25 5,750 2/15/22 92 0 87 13 Preventive - Stop Gap $2,990 2027-28 DEL M 6180338 DEL MAR AV ORO ST SANTA ANA ST C AC 2 9 920 36 33,120 2/15/22 89 0 100 0 Type II Slurry Seal $23,846 2027-28 DEL M 6180340 DEL MAR AV SANTA ANA ST TIA JUANA ST C AC 2 9 230 36 8,280 2/15/22 88 0 100 0 Type II Slurry Seal $5,962 2027-28 DEL M 6180342 DEL MAR AV TIA JUANA ST BALBOA ST C AC 2 9 242 36 8,727 2/15/22 93 0 100 0 Preventive - Stop Gap $4,538 2027-28 DEL M 6180543 DEL MAR AV BAJA ST KATELLA ST C AC 2 9 230 25 5,750 2/15/22 83 48 46 6 Type II Slurry Seal $4,140 2027-28 DEL M 6180544 DEL MAR AV END BAJA ST C AC 2 9 230 25 5,725 2/15/22 91 0 100 0 Type II Slurry Seal $4,122 2027-28 ENSEN 6180369 ENSENADA AV LA MIRADA ST NORIA ST E AC 2 9 440 20 8,800 2/15/22 90 0 100 0 Type II Slurry Seal $6,336 2027-28 GULL 6370731 GULL CL DAVIS WY MARLIN DR E AC 2 9 266 25 7,448 2/18/22 93 0 100 0 Preventive - Stop Gap $3,873 2027-28 KATEL 6180316 KATELLA ST SUMMIT DR N END P AC 2 9 302 30 9,060 2/16/22 95 0 100 0 Preventive - Stop Gap $4,711 2027-28 KATEL 6180554 KATELLA ST CAPISTRANO AV END (N) E AC 2 9 859 25 18,300 2/15/22 85 37 36 27 Type II Slurry Seal $13,176 2027-28 KATEL 6180558 KATELLA ST END (S) CAPISTRANO AV E AC 2 9 717 25 17,925 2/15/22 70 79 18 3 Type II Slurry Seal $12,906

27 27 of 350
City of Laguna Beach, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2027-28 KENDA 6370734 KENDAL DR BALBOA AVE END E AC 2 9 628 28 21,546 2/18/22 93 0 90 10 Preventive - Stop Gap $11,204 2027-28 LA MI 6180197 LA MIRADA ST ENSENADA AV N END E AC 2 9 874 25 20,163 2/16/22 92 0 75 25 Preventive - Stop Gap $10,485 2027-28 LA MI 6180330 LA MIRADA ST DEL MAR AV ENSENADA AV C AC 2 9 430 25 12,450 2/15/22 89 0 100 0 Type II Slurry Seal $8,964 2027-28 LA MI 6180540 LA MIRADA ST CORTEZ AV DEL MAR AV C AC 2 9 860 25 21,500 2/15/22 85 56 44 0 Type II Slurry Seal $15,480 2027-28 LA MI 6180542 LA MIRADA ST BONITA WY CORTEZ AV C AC 2 9 298 25 7,450 2/15/22 67 47 43 10 1.5" Grind-Overlay $36,282 2027-28 LORET 6370088 LORETTA DR BOLSANA DR SE END E AC 2 9 540 32 16,198 4/29/22 75 0 43 57 Type II Slurry Seal $11,663 2027-28 MARLI 6370733 MARLIN DR KENDAL DR GULL CL E AC 2 9 717 24 11,483 2/18/22 93 0 100 0 Preventive - Stop Gap $5,971 2027-28 MIRAM 6180344 MIRAMAR ST DEL MAR AV END (N) E AC 2 9 859 25 10,750 2/15/22 92 0 100 0 Preventive - Stop Gap $5,590 2027-28 MIRAM 6180550 MIRAMAR ST CORTEZ AV DEL MAR AV E AC 2 9 860 25 21,500 2/15/22 81 49 22 29 Type II Slurry Seal $15,480 2027-28 NORIA 6180326 NORIA ST ENSENADA AV END E AC 2 9 1,023 26 27,534 2/15/22 92 0 41 59 Preventive - Stop Gap $14,318 2027-28 ORO S 6180333 ORO ST CAPISTRANO AV DEL MAR AV E AC 2 9 430 25 10,750 2/15/22 79 0 80 20 Type II Slurry Seal $7,740 2027-28 PACVISTA 6180632 PACIFIC VISTA GAINSBOROUGH DR END P AC 2 9 485 18 8,730 4/29/22 88 0 32 68 Type II Slurry Seal $6,286 2027-28 PELIC 6370682 PELICAN ST GULL CL NORTH END E AC 2 9 376 24 9,022 2/18/22 84 40 41 19 Type II Slurry Seal $6,496 2027-28 QUIVE 6180350 QUIVERA ST CORTEZ AV CAPISTRANO AV E AC 1 9 430 20 9,458 2/15/22 93 0 100 0 Preventive - Stop Gap $4,918 2027-28 QUIVE 6180362 QUIVERA ST ALISOS AV CORTEZ AV E AC 1 9 352 20 7,738 2/15/22 94 0 74 26 Preventive - Stop Gap $4,024 2027-28 SAN JOSE 7000004 SAN JOSE ST CAPISTRANO AVE END E AC 0 9 61 25 1,285 2/15/22 73 55 13 32 Type II Slurry Seal $925 2027-28 SANDP 6370685 SANDPIPER DR WEST END DAVIS WY E AC 2 9 157 21 3,445 2/18/22 93 0 100 0 Preventive - Stop Gap $1,792 2027-28 SANTA ANA 7000006 SANTA ANA ST DEL MAR AV CORTEZ AVE E AC 0 9 830 20 16,600 2/15/22 90 38 41 21 Type II Slurry Seal $11,952 2027-28 SANTA ANA 7000007 SANTA ANA ST CORTEZ AVE END E AC 0 9 180 20 3,600 2/15/22 95 0 100 0 Preventive - Stop Gap $1,872 2027-28 SUMMI 6180381 SUMMIT DR KATELLA ST LA MIRADA ST C AC 2 9 563 24 14,016 2/16/22 74 48 50 2 Type II Slurry Seal $10,092 2027-28 SUMMI 6180534 SUMMIT DR BAJA ST KATELLA ST C AC 2 9 399 24 9,576 2/16/22 58 66 18 16 1.5" Grind-Overlay $46,635 2027-28 SUMMI 6180596 SUMMIT DR DIAMOND ST BAJA ST C AC 2 9 1,190 32 38,080 2/16/22 71 72 28 0 Type II Slurry Seal $27,418 2027-28 TIA J 6180343 TIA JUANA ST CAPISTRANO AV DEL MAR AV E AC 2 9 430 20 8,600 2/15/22 89 0 36 64 Type II Slurry Seal $6,192 2027-28 TIA J 6180356 TIA JUANA ST CORTEZ AV CAPISTRANO AV E AC 2 9 430 20 8,600 2/15/22 92 0 52 48 Preventive - Stop Gap $4,472 2027-28 TIA J 6180368 TIA JUANA ST END CORTEZ AV E AC 2 9 152 20 3,040 2/15/22 89 0 100 0 Type II Slurry Seal $2,189 $591,733
2028-29 AGATE ST 6180416 AGATE ST COAST HWY OCEAN WY P AC 2 10 260 30 7,800 2/17/22 94 0 100 0 Type II Slurry Seal $5,850 2028-29 AGATE ST 6180613 AGATE ST NE END CATALINA ST E AC 2 10 845 36 30,420 2/10/22 92 0 88 12 Type II Slurry Seal $22,815 2028-29 AGATE ST 6180653 AGATE ST GLENNEYRE ST CATALINA ST E AC 2 10 714 30 10,493 2/10/22 90 0 65 35 Type II Slurry Seal $7,870 2028-29 ARCH ST 6370742 ARCH ST GLENNEYRE ST CATALINA ST C AC 2 10 120 38 4,560 4/7/22 88 41 51 8 Type II Slurry Seal $3,420 2028-29 ARCH ST 6370747 ARCH ST GLENNEYRE ST END E AC 2 10 310 38 6,688 4/7/22 86 20 75 5 Type II Slurry Seal $5,016 2028-29 BLUEBIRD C 6180497 BLUEBIRD CANYON DR COAST HY CARMALITA ST C AC 2 10 1,026 38 31,000 2/10/22 93 0 77 23 Type II Slurry Seal $23,250 2028-29 BLUEBIRD C 6180505 BLUEBIRD CANYON DR CARMALITA ST SUMMIT DR C AC 2 10 680 38 15,450 2/10/22 92 0 42 58 Type II Slurry Seal $11,588 2028-29 CALLIOPE S 6180470 CALLIOPE ST TEMPLE TERR END E AC 2 10 603 42 25,326 2/10/22 94 0 90 10 Type II Slurry Seal $18,995 2028-29 CALLIOPE S 6180482 CALLIOPE ST COAST HY CATALINA ST E AC 2 10 566 42 23,772 2/10/22 94 0 72 28 Type II Slurry Seal $17,829 2028-29 CARME 6180467 CARMELITA ST CALLIOPE ST CRESS ST E AC 2 10 673 28 18,844 2/10/22 92 0 63 37 Type II Slurry Seal $14,133 2028-29 CARME 6180691 CARMELITA ST CENTER ST BLUEBIRD CANYON DR E AC 2 10 985 36 35,460 2/11/22 94 0 90 10 Type II Slurry Seal $26,595 2028-29 CATAL 6180417 CATALINA ST BLUEBIRD CANYON DR PALMER PL E AC 2 10 225 28 6,307 2/10/22 94 0 100 0 Type II Slurry Seal $4,730 2028-29 CATAL 6180463 CATALINA ST CALLIOPE ST BROOKS ST E AC 2 10 1,031 44 45,364 2/10/22 93 0 77 23 Type II Slurry Seal $34,023 2028-29 CATAL 6180658 CATALINA ST OSGOOD CT BLUEBIRD CANYON DR E AC 2 10 1,500 34 51,000 2/10/22 89 0 44 56 Type II Slurry Seal $38,250 2028-29 CATAL 6180702 CATALINA ST MOSS ST OSGOOD CT E AC 2 10 510 38 19,380 2/10/22 91 0 67 33 Type II Slurry Seal $14,535 2028-29 CENTE 6180665 CENTER ST CATALINA ST CARMELITA ST E AC 2 10 363 48 17,424 2/10/22 89 0 30 70 Type II Slurry Seal $13,068 2028-29 CENTE 6180668 CENTER ST COAST HY CATALINA ST E AC 2 10 675 48 32,400 2/11/22 93 0 90 10 Type II Slurry Seal $24,300 2028-29 CENTE 6180696 CENTER ST CARMELITA ST PEARL ST E AC 2 10 545 30 16,344 2/10/22 89 0 36 64 Type II Slurry Seal $12,258 2028-29 DIAMO 6180637 DIAMOND ST COAST HY CATALINA ST C AC 2 10 712 38 27,056 2/11/22 95 0 90 10 Preventive - Stop Gap $14,610 2028-29 DIAMO 6180640 DIAMOND ST COAST HY OCEAN WY C AC 2 10 230 38 8,740 2/17/22 94 0 100 0 Type II Slurry Seal $6,555 2028-29 DIAMO 6180674 DIAMOND ST CATALINA ST CRESTVIEW DR C AC 2 10 850 26 22,092 2/11/22 79 54 12 34 1.5" Grind-Overlay $111,785 2028-29 FLORA 6180664 FLORA ST GLENNEYRE ST CATALINA ST E AC 2 10 350 30 10,500 2/10/22 95 0 100 0 Preventive - Stop Gap $5,670 2028-29 FLORA 6180684 FLORA ST CATALINA ST CARMELITA ST E AC 2 10 350 30 10,500 2/10/22 95 0 100 0 Preventive - Stop Gap $5,670 2028-29 FLORA 6180689 FLORA ST CARMELITA ST SANTA CRUZ ST E AC 2 10 350 34 11,900 2/10/22 95 0 100 0 Preventive - Stop Gap $6,426 2028-29 GALEN 6180495 GALEN DR BLUEBIRD CANYON DR END E AC 2 10 493 24 11,833 2/16/22 86 0 31 69 Type II Slurry Seal $8,875 2028-29 GAVIO 6180492 GAVIOTA DR CRESS ST MOUNTAIN RD E AC 1 10 360 18 6,480 2/16/22 95 0 100 0 Preventive - Stop Gap $3,499 2028-29 MOSS 6370751 MOSS ST CATALINA ST SOUTH END E AC 2 10 620 28 17,360 2/11/22 96 0 100 0 Preventive - Stop Gap $9,374 2028-29 MOSS 6370756 MOSS ST OCEAN WY COAST HY E AC 2 10 231 36 8,308 2/17/22 95 0 100 0 Preventive - Stop Gap $4,486 2028-29 MOUNT 6180456 MOUNTAIN RD CATALINA ST CRESS ST E AC 2 10 944 42 39,648 2/10/22 84 19 31 50 Type II Slurry Seal $29,736 2028-29 MOUNT 6180476 MOUNTAIN RD COAST HY CATALINA ST E AC 2 10 566 42 23,772 2/10/22 78 52 22 26 1.5" Grind-Overlay $120,286 2028-29 MOUNT 6180489 MOUNTAIN RD S END COAST HY E AC 2 10 190 36 6,840 2/16/22 93 0 100 0 Type II Slurry Seal $5,130 2028-29 OCEAN 6180621 OCEAN WY AGATE ST PEARL ST E AC 2 10 354 36 12,730 2/17/22 91 0 48 52 Type II Slurry Seal $9,548 2028-29 OCEAN 6180644 OCEAN WY PEARL ST DIAMOND ST E AC 2 10 750 36 27,015 2/17/22 89 0 44 56 Type II Slurry Seal $20,261 2028-29 OCEAN 6180646 OCEAN WY RUBY ST MOSS ST E AC 2 10 350 36 12,606 2/17/22 92 0 52 48 Type II Slurry Seal $9,455 2028-29 OCEAN 6180652 OCEAN WY DIAMOND ST RUBY ST E AC 2 10 347 26 9,015 2/17/22 92 0 56 44 Type II Slurry Seal $6,762 2028-29 OSGOO 6180626 OSGOOD CT SW END CATALINA ST E AC 1 10 175 18 3,150 4/29/22 90 0 100 0 Type II Slurry Seal $2,363 2028-29 OSGOO 6180627 OSGOOD CT CATALINA ST NE END E AC 1 10 275 18 4,950 4/29/22 88 0 100 0 Type II Slurry Seal $3,713 2028-29 PALME 6180409 PALMER PL CATALINA ST END E AC 2 10 225 32 7,200 2/10/22 92 0 42 58 Type II Slurry Seal $5,400 2028-29 PEARL 6180630 PEARL ST SANTA CRUZ ST SUMMIT DR E AC 2 10 860 26 22,360 2/16/22 100 0 0 0 Preventive - Stop Gap $12,074 2028-29 PEARL 6180641 PEARL ST OCEAN WY COAST HY E AC 2 10 260 34 8,840 4/7/22 90 38 57 5 Type II Slurry Seal $6,630 2028-29 PEARL 6180642 PEARL ST COAST HY CATALINA ST E AC 2 10 714 38 27,132 2/10/22 94 0 83 17 Type II Slurry Seal $20,349 2028-29 PEARL 6180656 PEARL ST CATALINA ST CENTER ST E AC 2 10 600 28 16,800 2/10/22 95 0 100 0 Preventive - Stop Gap $9,072 2028-29 RADCL 6180628 RADCLIFF CT SW END CATALINA ST E AC 1 10 175 22 3,850 2/11/22 82 0 52 48 Type II Slurry Seal $2,888 2028-29 RADCL 6180701 RADCLIFF CT CATALINA ST N END E AC 1 10 110 22 2,420 2/11/22 90 0 68 32 Type II Slurry Seal $1,815 2028-29 RANDA 6180394 RANDALL WY SANTA CRUZ ST END E AC 2 10 339 28 9,499 2/10/22 94 0 100 0 Type II Slurry Seal $7,124 2028-29 RUBY PL 6180700 RUBY PL RUBY ST PRIVATE DR P AC 0 10 175 31 5,425 2/11/22 93 0 59 41 Type II Slurry Seal $4,069 2028-29 RUBY 6180650 RUBY ST OCEAN WY COAST HWY E AC 2 10 230 36 8,282 2/17/22 95 0 100 0 Preventive - Stop Gap $4,473 2028-29 RUBY 6180651 RUBY ST COAST HY GLENNEYRE ST E AC 2 10 305 36 10,980 2/11/22 95 0 100 0 Preventive - Stop Gap $5,929 2028-29 RUBY 6180678 RUBY ST GLENNEYRE ST RUBY PL E AC 2 10 516 24 12,384 2/11/22 82 54 46 0 Type II Slurry Seal $9,288 2028-29 SANTA 6180471 SANTA CRUZ ST CALLIOPE ST MOUNTAIN RD P AC 2 10 434 28 12,152 2/10/22 90 55 45 0 Type II Slurry Seal $9,114 2028-29 SANTA 6180473 SANTA CRUZ ST BLUEBIRD CANYON DR END E AC 2 10 375 28 10,500 2/10/22 93 0 44 56 Type II Slurry Seal $7,875 2028-29 SANTA 6180694 SANTA CRUZ ST PEARL ST BLUEBIRD CANYON DR E AC 2 10 620 20 12,400 2/10/22 93 0 60 40 Type II Slurry Seal $9,300 2028-29 SHADO 6180462 SHADOW LN CATALINA ST CARMELITA ST E AC 2 10 499 44 21,956 2/10/22 89 48 23 29 Type II Slurry Seal $16,467 2028-29 TEMPL TER 6180410 TEMPLE TERR CRESS ST CALLIOPE ST E AC 2 10 399 31 12,369 2/10/22 93 0 87 13 Type II Slurry Seal $9,277

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City of Laguna Beach, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2028-29 UPLAN 6370743 UPLAND RD COAST HY GLENNEYRE ST P AC 2 10 345 31 10,695 4/7/22 83 21 57 22 Type II Slurry Seal $8,021 $831,891
2029-30 BLUEBIRD C 6180207 BLUEBIRD CANYON DR MADISON PL HALL PL C AC 2 11 496 26 12,896 2/16/22 74 64 36 0 1.5" Grind-Overlay $67,833 2029-30 BLUEBIRD C 6180210 BLUEBIRD CANYON DR BLUEBIRD CANYON / REGATTA RD JEFFERSON WY C AC 2 11 472 28 13,228 2/16/22 72 68 23 9 1.5" Grind-Overlay $69,580 2029-30 BLUEBIRD C 6180211 BLUEBIRD CANYON DR JEFFERSON WY MADISON PL C AC 2 11 429 28 2,727 2/16/22 72 44 53 3 1.5" Grind-Overlay $14,341 2029-30 BLUEBIRD C 6180216 BLUEBIRD CANYON DR HALL PL REGATTA RD C AC 2 11 1,188 26 30,883 2/16/22 92 0 47 53 Type II Slurry Seal $24,088 2029-30 BLUEBIRD C 6180218 BLUEBIRD CANYON DR KELLER WY BLUEBIRD CANYON / REGATTA RD C AC 2 11 378 28 6,047 2/16/22 89 0 100 0 Type II Slurry Seal $4,717 2029-30 BLUEBIRD C 6180220 BLUEBIRD CANYON DR EASTMAN WY KELLER WY C AC 2 11 622 32 7,642 2/16/22 91 56 44 0 Type II Slurry Seal $5,961 2029-30 BLUEBIRD C 6180244 BLUEBIRD CANYON DR RANCHO LAGUNA RD CHAMBERLIN WY C AC 2 11 570 42 6,013 2/16/22 79 60 26 14 1.5" Grind-Overlay $31,631 2029-30 BLUEBIRD C 6180256 BLUEBIRD CANYON DR ORIOLE DR RANCHO LAGUNA RD C AC 2 11 1,518 38 32,717 2/16/22 87 53 47 0 Type II Slurry Seal $25,519 2029-30 CREST 6180615 CRESTVIEW DR FERN ST NORTH END E AC 2 11A 781 24 18,752 4/7/22 81 12 14 74 1.5" Grind-Overlay $98,636 2029-30 CREST 6180616 CRESTVIEW DR CRESTVIEW PL FERN ST E AC 2 11A 508 32 20,288 2/11/22 82 0 36 64 Type II Slurry Seal $15,825 2029-30 CREST 6180708 CRESTVIEW DR CRESTVIEW PL DIAMOND ST E AC 2 11A 1,193 18 19,566 2/11/22 81 0 56 44 1.5" Grind-Overlay $102,917 2029-30 CREST PL 6180707 CRESTVIEW PL CRESTVIEW DR END P AC 2 11A 913 20 18,260 4/7/22 82 23 38 39 Type II Slurry Seal $14,243 2029-30 DIAMO 6180619 DIAMOND ST S END SUMMIT DR C AC 2 11 1,022 20 20,447 2/16/22 92 0 85 15 Type II Slurry Seal $15,949 2029-30 DIAMO 6180710 DIAMOND ST CRESTVIEW DR END C AC 2 11A 1,181 34 40,154 2/11/22 89 43 32 25 Type II Slurry Seal $31,320 2029-30 DYER 6180239 DYER WY DYER WY MILLER WY E AC 2 11 611 12 7,332 2/16/22 100 0 0 0 Preventive - Stop Gap $4,106 2029-30 DYER 6180262 DYER WY DYER PL MADISON PL E AC 0 11 175 14 2,445 2/16/22 100 0 0 0 Preventive - Stop Gap $1,369 2029-30 FLAMI 6180174 FLAMINGO RD ORIOLE DR END E AC 2 11 755 28 21,144 2/16/22 95 0 100 0 Preventive - Stop Gap $11,841 2029-30 GAINS 6180617 GAINSBOROUGH DR SW END GAINSBOROUGH WY E AC 2 11A 610 22 13,420 4/29/22 87 0 29 71 Type II Slurry Seal $10,468 2029-30 GAINS 6180636 GAINSBOROUGH DR GAINSBOROUGH PL GAINSBOROUGH WY E AC 2 11A 186 32 5,948 4/29/22 91 0 43 57 Type II Slurry Seal $4,640 2029-30 GAINS 6180709 GAINSBOROUGH DR GAINSBOROUGH PL DIAMOND ST E AC 2 11A 520 22 11,431 4/29/22 89 0 41 59 Type II Slurry Seal $8,916 2029-30 GAINS PL 6180631 GAINSBOURGOUGH PL GAINSBOROUGH DR END P AC 2 11A 237 24 5,688 4/29/22 91 46 43 11 Type II Slurry Seal $4,437 2029-30 LAVEN 6180164 LAVENDER LN MORNINGSIDE DR NE END E AC 2 11 172 36 6,210 2/16/22 93 0 70 30 Type II Slurry Seal $4,844 2029-30 MADIS 6180206 MADISON PL BLUEBIRD CANYON DR END E AC 2 11 701 26 19,426 2/16/22 85 0 33 67 Type II Slurry Seal $15,152 2029-30 MEADO 6180254 MEADOWLARK DR ORIOLE DR END E AC 2 11 720 24 17,280 2/16/22 91 0 100 0 Type II Slurry Seal $13,478 2029-30 MEADO LN 6180170 MEADOWLARK LN MEADOWLARK DR END P AC 2 11 532 32 18,224 2/16/22 91 0 100 0 Type II Slurry Seal $14,215 2029-30 MORNI CIR 6180217 MORNINGSIDE CIR MORNINGSIDE DR END P AC 2 11 79 31 2,449 2/16/22 96 0 38 62 Preventive - Stop Gap $1,371 2029-30 MORNI 6180246 MORNINGSIDE DR LAVENDER LN BLUEBIRD CANYON DR E AC 2 11 1,353 32 43,296 2/16/22 84 64 36 0 Type II Slurry Seal $33,771 2029-30 MORNI 6180248 MORNINGSIDE DR STARLIT DR LAVENDER LN E AC 2 11 1,327 32 42,464 2/16/22 90 0 60 40 Type II Slurry Seal $33,122 2029-30 MORNI 6180250 MORNINGSIDE DR RANCHO LAGUNA RD STARLIT DR E AC 2 11 2,248 32 71,952 2/16/22 85 0 83 17 Type II Slurry Seal $56,122 2029-30 ORIOL 6180168 ORIOLE DR ORIOLE DR EAST END E AC 2 11 40 28 1,118 2/16/22 81 0 100 0 1.5" Grind-Overlay $5,881 2029-30 ORIOL 6180253 ORIOLE DR BLUEBIRD CANYON DR FLAMIINGO RD E AC 2 11 1,179 32 37,728 2/16/22 89 0 90 10 Type II Slurry Seal $29,428 2029-30 RANCHO LAG 6180260 RANCHO LAGUNA RD BLUEBIRD CANYON DR MORNINGSIDE DR P AC 2 11 575 31 17,825 2/16/22 88 19 81 0 Type II Slurry Seal $13,904 2029-30 REGAT 6180249 REGATTA RD BLUEBIRD CANYON DR MORNINGSIDE DR E AC 2 11 589 24 14,138 2/16/22 92 0 90 10 Type II Slurry Seal $11,028 2029-30 REGAT 6180251 REGATTA RD BLUEBIRD CANYON DR SW BLUEBIRD CANYON DR NE E AC 2 11 1,001 26 26,035 2/16/22 85 27 32 41 Type II Slurry Seal $20,307 2029-30 REMBR 6180192 REMBRANDT DR VAN DYKE DR NORTH END E AC 2 11 1,101 18 19,825 2/16/22 81 63 20 17 1.5" Grind-Overlay $104,279 2029-30 REMBR 6180286 REMBRANDT DR VAN DYKE DR SUMMIT DR E AC 2 11 67 24 1,598 4/29/22 88 59 41 0 Type II Slurry Seal $1,247 2029-30 STARL 6180195 STARLIT DR MORNINGSIDE DR END E AC 2 11 1,181 32 37,792 2/16/22 82 12 28 60 Type II Slurry Seal $29,478 2029-30 SUMMI 6180188 SUMMIT DR SW END SUMMIT WY E AC 2 11 258 22 5,665 2/16/22 89 68 28 4 Type II Slurry Seal $4,419 2029-30 SUMMI 6180284 SUMMIT DR AGATE ST REMBRANDT DR C AC 2 11 512 28 14,330 2/16/22 76 74 26 0 1.5" Grind-Overlay $75,375 2029-30 SUMMI 6180287 SUMMIT DR PEARL ST DIAMOND ST C AC 2 11 576 32 18,424 2/16/22 88 49 51 0 Type II Slurry Seal $14,371 2029-30 SUMMI 6180288 SUMMIT DR SUMMIT PL SUMMIT DR E AC 2 11 1,960 24 47,629 2/16/22 77 0 20 80 1.5" Grind-Overlay $250,527 2029-30 SUMMI 6180300 SUMMIT DR BLUEBIRD CANYON DR AGATE ST C AC 2 11 250 22 5,500 2/16/22 87 17 49 34 Type II Slurry Seal $4,290 2029-30 SUMMI 6180715 SUMMIT DR REMBRANDT DR PEARL ST C AC 2 11 204 22 4,498 2/16/22 94 0 100 0 Type II Slurry Seal $3,508 2029-30 VAN D 6180193 VAN DYKE DR REMBRANDT DR NE END E AC 2 11 1,492 26 38,779 2/16/22 75 59 36 5 1.5" Grind-Overlay $203,979 $1,512,431
2030-31 ANACAPA WY 6130051 ANACAPA WY WEST END SKYLINE DR E AC 2 12 1,616 20 32,311 4/7/22 86 43 37 20 Type II Slurry Seal $26,172 2030-31 ATLANTIC W 6130042 ATLANTIC WY CARIBBEAN WY END E AC 2 12 239 26 6,214 4/7/22 84 39 61 0 Type II Slurry Seal $5,033 2030-31 BERMUDA DR 6130011 BERMUDA DR CORONADO DR NORTH END E AC 2 12 445 24 10,682 4/7/22 97 0 85 15 Preventive - Stop Gap $6,196 2030-31 BLUMONT ST 6130094 BLUMONT ST PARK AV END E AC 2 12 823 32 26,336 4/8/22 89 21 41 38 Type II Slurry Seal $21,332 2030-31 BOUNTY WY 6130001 BOUNTY WY PACIFIC AV EAST END E AC 2 12 466 24 11,192 4/7/22 96 60 23 17 Type II Slurry Seal $9,065 2030-31 BOUNTY WY 6130006 BOUNTY WY PACIFIC AV NW END E AC 2 12 240 24 5,750 4/7/22 98 0 51 49 Preventive - Stop Gap $3,335 2030-31 CARIB 6130038 CARIBBEAN WY CORAL DR ATLANTIC WY E AC 2 12 1,144 34 38,896 4/7/22 89 25 75 0 Type II Slurry Seal $31,506 2030-31 CARIB 6130040 CARIBBEAN WY ATLANTIC WY TAHITI AV E AC 2 12 508 34 17,273 4/7/22 89 24 73 3 Type II Slurry Seal $13,991 2030-31 CORAL 6130018 CORAL DR PACIFIC AV NW END E AC 2 12 367 24 8,811 4/7/22 98 0 45 55 Preventive - Stop Gap $5,110 2030-31 CORAL 6130037 CORAL DR PACIFIC AV END E AC 2 12 887 28 24,836 4/7/22 93 34 58 8 Type II Slurry Seal $20,117 2030-31 CORON 6130050 CORONADO DR SKYLINE DR END P AC 2 12 924 26 24,024 4/7/22 91 22 31 47 Type II Slurry Seal $19,459 2030-31 HILLE 6130097 HILLEDGE DR BLUMONT ST MYSTIC WY E AC 2 12 879 28 24,612 4/8/22 87 27 69 4 Type II Slurry Seal $19,936 2030-31 LA VI 6130021 LA VISTA DR NW END MANZANITA DR E AC 2 12 407 22 8,949 4/8/22 83 13 58 29 Type II Slurry Seal $7,249 2030-31 MANZA 6130092 MANZANITA DR PARK AV LA VISTA DR E AC 2 12 679 34 23,071 4/4/22 74 55 30 15 1.5" Grind-Overlay $126,196 2030-31 MANZA 6130109 MANZANITA DR LA VISTA DR SKYLINE DR E AC 2 12 812 36 29,230 4/8/22 80 52 33 15 Type II Slurry Seal $23,676 2030-31 MOORE 6130008 MOOREA WY SKYLINE DR EAST END E AC 2 12 470 24 11,287 4/7/22 76 26 58 16 1.5" Grind-Overlay $61,738 2030-31 MYSTI LN 6130019 MYSTIC LN MYSTIC WY END P AC 0 12 177 18 3,186 4/8/22 84 10 86 4 Type II Slurry Seal $2,581 2030-31 MYSTI V 6130013 MYSTIC VIEW MYSTIC WY END P AC 0 12 1,144 26 29,744 4/8/22 93 0 62 38 Type II Slurry Seal $24,093 2030-31 MYSTI 6130054 MYSTIC WY SKYLINE DR VISTA LN E AC 2 12 1,375 24 33,000 4/8/22 94 0 40 60 Type II Slurry Seal $26,730 2030-31 MYSTI 6130096 MYSTIC WY HILLEDGE DR VISTA LN E AC 2 12 1,359 36 48,924 4/8/22 84 52 46 2 Type II Slurry Seal $39,628 2030-31 PACIF 6130009 PACIFIC AV CORAL DR END E AC 2 12 343 28 9,660 4/7/22 95 0 63 37 Type II Slurry Seal $7,825 2030-31 PACIF 6130045 PACIFIC AV SKYLINE DR CORAL DR E AC 2 12 719 28 20,132 4/7/22 93 35 65 0 Type II Slurry Seal $16,307 2030-31 PARK 6130216 PARK AV TAHITI AV HIDDEN VALLEY RD C AC 2 12 1,039 48 49,872 4/7/22 79 46 54 0 1.5" Grind-Overlay $272,800 2030-31 PARK 6130255 PARK AV WENDT TERR HIDDEN VALLEY CANYON RD C AC 2 12 3,300 42 138,600 4/5/22 80 45 52 3 Type II Slurry Seal $112,266 2030-31 PITCA 6130007 PITCAIRN PL PACIFIC AV NORTH END E AC 2 12 98 28 2,754 4/7/22 96 0 100 0 Type II Slurry Seal $2,230 2030-31 SAMOA 6130005 SAMOA WY SKYLINE DR END E AC 2 12 293 22 6,446 4/7/22 87 0 96 4 Type II Slurry Seal $5,221 2030-31 SKYLI 6130004 SKYLINE DR ATLANTIC WY EAST END C AC 2 12 169 36 6,089 4/7/22 83 52 46 2 Type II Slurry Seal $4,932 2030-31 SKYLI 6130041 SKYLINE DR PACIFIC AV ATLANTIC WY C AC 2 12 1,033 34 35,116 4/7/22 89 0 100 0 Type II Slurry Seal $28,444 2030-31 SKYLI 6130043 SKYLINE DR SAMOA WY PACIFIC AV C AC 2 12 863 36 31,074 4/7/22 88 24 74 2 Type II Slurry Seal $25,170 2030-31 SKYLI 6130048 SKYLINE DR CORONADO DR SAMOA WY C AC 2 12 1,809 38 68,742 4/7/22 84 38 62 0 Type II Slurry Seal $55,681 2030-31 SKYLI 6130053 SKYLINE DR VISTA LN CORONADO DR C AC 2 12 1,138 38 43,244 4/7/22 84 39 55 6 Type II Slurry Seal $35,028 2030-31 SKYLI 6130108 SKYLINE DR PARK AV MANZANITA DR C AC 2 12 249 26 6,478 4/7/22 92 38 62 0 Type II Slurry Seal $5,247 2030-31 SKYLI 6130112 SKYLINE DR MANZANITA DR VISTA LN C AC 2 12 1,279 30 38,355 4/7/22 80 39 30 31 Type II Slurry Seal $31,068

29 29 of 350
City of Laguna Beach, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2030-31 TAHIT 6130017 TAHITI AV CARIBBEAN WY PARK AV E AC 2 12 523 28 14,651 4/7/22 83 27 67 6 Type II Slurry Seal $11,867 2030-31 TAHIT 6130039 TAHITI AV CORAL DR CARIBBEAN WY E AC 2 12 1,551 28 43,419 4/7/22 89 0 93 7 Type II Slurry Seal $35,169 2030-31 VIRGI PK 6130020 VIRGINIA PARK DR BLUMONT ST END P AC 2 12 928 24 22,272 4/8/22 79 60 34 6 1.5" Grind-Overlay $121,828 2030-31 VISTA 6130015 VISTA LN VISTA LN EAST END E AC 2 12 242 22 5,319 4/8/22 84 24 72 4 Type II Slurry Seal $4,308 2030-31 VISTA 6130016 VISTA LN MYSTIC WY NORTH END E AC 2 12 770 20 15,395 4/8/22 63 66 27 7 1.5" Grind-Overlay $84,211 2030-31 VISTA 6130024 VISTA LN WEST END SKYLINE DR E AC 2 12 240 20 4,790 4/7/22 90 29 51 20 Type II Slurry Seal $3,880 2030-31 VISTA 6130035 VISTA LN MYSTIC WY SOUTH END E AC 2 12 550 20 11,002 4/8/22 79 66 34 0 1.5" Grind-Overlay $60,180 $1,416,806
2031-32 ANITA ST 6180027 ANITA ST CATALINA ST WILSON ST E AC 2 13 804 38 30,552 2/16/22 80 38 62 0 1.5" Grind-Overlay $173,841 2031-32 ANITA ST 6180111 ANITA ST WILSON ST TEMPLE TE E AC 2 13 665 38 25,279 2/10/22 79 56 22 22 1.5" Grind-Overlay $143,837 2031-32 ANITA ST 6180420 ANITA ST GAVIOTA DR COAST HY E AC 2 13 145 38 5,510 2/16/22 85 0 100 0 Type II Slurry Seal $4,628 2031-32 ANITA ST 6180421 ANITA ST COAST HY CATALINA ST E AC 2 13 566 38 21,508 4/8/22 67 80 18 2 1.5" Grind-Overlay $122,381 2031-32 ARROYO DR 6130029 ARROYO DR CANYON ACRES DR NE END E AC 2 13 925 30 27,765 4/4/22 92 29 71 0 Type II Slurry Seal $23,323 2031-32 AVALON AV 6180030 AVALON AV ANITA ST SEAVIEW ST E AC 2 13 155 40 6,200 2/10/22 92 0 67 33 Type II Slurry Seal $5,208 2031-32 AVALON AV 6180041 AVALON AV SEAVIEW ST THALIA ST E AC 2 13 205 34 6,968 2/16/22 94 0 80 20 Type II Slurry Seal $5,853 2031-32 AVALON AV 6180119 AVALON AV SEAVIEW ST SE SEAVIEW ST NW E AC 2 13 50 36 1,800 2/16/22 94 0 100 0 Type II Slurry Seal $1,512 2031-32 BRANGWYM W 6180513 BRANGWYM WY CRESS ST BROOKS ST E AC 2 13 371 34 12,605 4/29/22 89 84 16 0 Type II Slurry Seal $10,588 2031-32 BROOKS ST 6180429 BROOKS ST COAST HY CATALINA ST E AC 2 13 565 40 22,600 2/10/22 94 0 100 0 Type II Slurry Seal $18,984 2031-32 BROOKS ST 6180431 BROOKS ST COAST HY OCEAN FRONT E AC 2 13 264 40 10,560 2/16/22 95 0 100 0 Type II Slurry Seal $8,870 2031-32 BROOKS ST 6180514 BROOKS ST CATALINA ST TEMPLE TERR E AC 2 13 1,226 58 71,108 2/10/22 90 0 100 0 Type II Slurry Seal $59,731 2031-32 CANYO 6130031 CANYON ACRES DR LEWIS LN EAST END E AC 2 13 2,580 30 46,170 4/4/22 91 25 44 31 Type II Slurry Seal $38,783 2031-32 CANYO 6130135 CANYON ACRES DR LAGUNA CANYON RD LEWELLYN DR E AC 2 13 953 38 36,214 4/4/22 92 34 47 19 Type II Slurry Seal $30,420 2031-32 CATAL 6180516 CATALINA ST BROOKS ST THALIA ST E AC 2 13 1,129 44 49,676 2/10/22 85 73 27 0 Type II Slurry Seal $41,728 2031-32 CRESS 6180448 CRESS ST COAST HY CATALINA ST C AC 2 13 569 40 22,760 2/10/22 94 0 100 0 Type II Slurry Seal $19,118 2031-32 CRESS 6180453 CRESS ST CATALINA ST BRANGWYM WY C AC 2 13 771 40 30,840 2/10/22 92 0 69 31 Type II Slurry Seal $25,906 2031-32 CRESS 6180494 CRESS ST COAST HY END C AC 2 13 209 42 8,778 2/16/22 95 0 100 0 Type II Slurry Seal $7,374 2031-32 CRESS 6180512 CRESS ST BRANGWYN WY BLUEBIRD CANYON DR C AC 2 13 1,086 40 43,440 2/16/22 88 34 47 19 Type II Slurry Seal $36,490 2031-32 CUMMINGS P 6180138 CUMMINGS PL SEAVIEW ST ANITA ST P AC 2 13 155 30 4,650 2/16/22 95 0 100 0 Type II Slurry Seal $3,906 2031-32 GAVIO 6180424 GAVIOTA DR BROOKS ST OAK ST E AC 2 13 1,025 36 36,900 2/16/22 94 0 88 12 Type II Slurry Seal $30,996 2031-32 GAVIO 6180510 GAVIOTA DR CRESS ST BROOKS ST E AC 1 13 407 20 8,140 2/16/22 95 0 100 0 Type II Slurry Seal $6,837 2031-32 LAGUN 6130143 LAGUNA CYN RD FRONTAGE LAGUNA CANYON RD WOODLAND DR E AC 1 13 1,305 34 44,363 4/4/22 86 17 52 31 Type II Slurry Seal $37,265 2031-32 LOMBA 6180112 LOMBARDY LN WILSON ST TEMPLE TE E AC 2 13 627 26 16,290 2/16/22 90 0 100 0 Type II Slurry Seal $13,684 2031-32 LOMBA 6180122 LOMBARDY LN ANITA ST WILSON ST E AC 2 13 579 28 16,210 2/16/22 91 0 65 35 Type II Slurry Seal $13,616 2031-32 OAK S 6180125 OAK ST WILSON ST TEMPLE TERR E AC 2 13 524 38 19,923 2/10/22 80 42 58 0 1.5" Grind-Overlay $113,359 2031-32 OAK S 6180126 OAK ST CATALINA ST WILSON ST E AC 2 13 805 38 30,586 2/10/22 92 0 94 6 Type II Slurry Seal $25,692 2031-32 OAK S 6180181 OAK ST TEMPLE TE EAST END E AC 2 13 567 28 15,875 4/29/22 94 0 28 72 Type II Slurry Seal $13,335 2031-32 OAK S 6180432 OAK ST GAVIOTA DR COAST HY E AC 2 13 147 38 5,605 2/16/22 94 0 69 31 Type II Slurry Seal $4,708 2031-32 OAK S 6180460 OAK ST COAST HY CATALINA ST E AC 2 13 566 38 21,508 2/10/22 94 0 100 0 Type II Slurry Seal $18,067 2031-32 OCEAN FRO 6180509 OCEAN FRONT BROOKS ST END P AC 2 13 408 20 8,160 4/8/22 85 75 4 21 Type II Slurry Seal $6,854 2031-32 SEAVI 6180115 SEAVIEW ST WILSON ST TEMPLE TERR E AC 2 13 812 30 24,373 2/10/22 83 0 64 36 Type II Slurry Seal $20,473 2031-32 SEAVI 6180118 SEAVIEW ST AVALON AV WILSON ST E AC 2 13 398 30 11,940 2/10/22 77 34 36 30 1.5" Grind-Overlay $67,939 2031-32 SEAVI 6180120 SEAVIEW ST CATALINA ST AVALON AV E AC 2 13 303 30 9,105 2/16/22 93 0 86 14 Type II Slurry Seal $7,648 2031-32 TEMPL PL 6180186 TEMPLE PL TEMPLE TER END P AC 2 13 228 31 7,068 4/29/22 93 36 46 18 Type II Slurry Seal $5,937 2031-32 TEMPL TER 6180113 TEMPLE TERR OAK ST THALIA ST E AC 2 13 811 31 25,141 2/10/22 81 41 30 29 1.5" Grind-Overlay $143,052 2031-32 TEMPL TER 6180298 TEMPLE TERR CRESS ST OAK ST E AC 2 13 808 32 25,856 4/29/22 74 78 22 0 1.5" Grind-Overlay $147,121 2031-32 WILSO 6180033 WILSON ST ANITA ST SEAVIEW ST E AC 2 13 155 30 4,650 2/17/22 100 0 0 0 Preventive - Stop Gap $2,930 2031-32 WILSO 6180035 WILSON ST SEAVIEW ST THALIA ST E AC 2 13 255 40 10,186 2/10/22 99 0 21 79 Preventive - Stop Gap $6,417 2031-32 WILSO 6180123 WILSON ST LOMBARDY LN ANITA ST E AC 2 13 105 26 2,723 2/16/22 85 56 44 0 Type II Slurry Seal $2,287 2031-32 WILSO 6180124 WILSON ST OAK ST LOMBARDY LN E AC 2 13 209 22 4,608 2/16/22 93 0 100 0 Type II Slurry Seal $3,870 2031-32 WOODL 6130138 WOODLAND DR LAGUNA CANYON RD VICTORIA WK E AC 2 13 741 38 28,158 4/4/22 90 29 66 5 Type II Slurry Seal $23,653 $1,498,219
2032-33 ALTA LO 6370492 ALTA LOMA DR HOLLY DR CEANOTHUS DR P AC 2 1 493 16 7,888 2/18/22 80 0 47 53 1.5" Grind-Overlay $46,697 2032-33 BROOKS ST 6370529 BROOKS ST PEDRO ST SE PEDRO ST NW E AC 2 1 1,250 24 30,000 2/18/22 87 0 30 70 Type II Slurry Seal $26,100 2032-33 BROOKS ST 6370531 BROOKS ST MONTEREY ST PEDRO ST E AC 2 1 491 28 13,740 2/18/22 91 0 72 28 Type II Slurry Seal $11,954 2032-33 BROOKS ST 6370551 BROOKS ST BROOKS ST N PEDRO ST E AC 2 1 520 24 12,487 2/18/22 92 0 100 0 Type II Slurry Seal $10,864 2032-33 CATAL 6370415 CATALINA ST MONTEREY ST WEST ST E AC 2 1 650 30 19,489 2/18/22 93 0 100 0 Type II Slurry Seal $16,955 2032-33 CATAL 6370417 CATALINA ST COAST HY MONTEREY ST E AC 2 1 165 34 5,616 2/18/22 95 0 100 0 Type II Slurry Seal $4,886 2032-33 CEANO 6370475 CEANOTHUS DR ALTA LOMA DR NW END E AC 4 1 1,670 28 46,751 2/18/22 93 0 54 46 Type II Slurry Seal $40,673 2032-33 DRIFT 6370609 DRIFTWOOD DR WESLEY DR OCEAN VIEW VISTA DR E AC 2 1A 628 26 16,315 4/8/22 88 0 45 55 Type II Slurry Seal $14,194 2032-33 DRIFT 6370612 DRIFTWOOD DR OCEAN VIEW VISTA DR NORTH END E AC 2 1A 544 26 14,132 4/8/22 86 0 39 61 Type II Slurry Seal $12,295 2032-33 EAGAN 6370412 EAGAN RD FIRST AV WEST ST E AC 2 1 224 28 6,269 2/18/22 95 0 100 0 Type II Slurry Seal $5,454 2032-33 EAGLE RK 6370365 EAGLE ROCK WY SCENIC DR MAR VISTA AV E AC 2 1 230 28 6,440 2/18/22 84 0 27 73 Type II Slurry Seal $5,603 2032-33 EAGLE RK 6370405 EAGLE ROCK WY COAST HY VIRGINIA WY E AC 2 1 200 32 6,400 2/18/22 94 0 100 0 Type II Slurry Seal $5,568 2032-33 EAGLE RK 6370408 EAGLE ROCK WY VIRGINIA WY SCENIC DR E AC 2 1 1,070 24 25,680 2/18/22 94 0 100 0 Type II Slurry Seal $22,342 2032-33 EIGHT 6370256 EIGHTH AV COAST HY VIRGINIA WY E AC 2 1 198 18 3,564 2/18/22 95 0 100 0 Type II Slurry Seal $3,101 2032-33 EIGHT 6370257 EIGHTH AV VIRGINIA WY SUNSET AV E AC 2 1 840 22 18,480 2/18/22 93 0 100 0 Type II Slurry Seal $16,078 2032-33 EL PA 6180008 EL PASEO ST NW END LAGUNA AV E AAC 2 1 215 26 5,590 5/1/22 100 0 0 0 Type II Slurry Seal $4,863 2032-33 FIFTH 6370319 FIFTH AV SCENIC DR EAST END E AC 2 1 150 30 4,509 2/18/22 95 0 100 0 Type II Slurry Seal $3,923 2032-33 FIFTH 6370379 FIFTH AV COAST HY VIRGINIA WY E AC 2 1 200 38 7,602 2/18/22 92 0 100 0 Type II Slurry Seal $6,613 2032-33 FIFTH 6370381 FIFTH AV VIRGINIA WY SCENIC DR E AC 2 1 343 38 13,034 2/18/22 93 0 73 27 Type II Slurry Seal $11,340 2032-33 FIRST 6370317 FIRST AV MAR VISTA AVE SE END P AC 2 1 409 30 12,270 4/8/22 83 51 47 2 1.5" Grind-Overlay $72,638 2032-33 FOURT 6370395 FOURTH AV COAST HY VIRGINIA WY C AC 2 1 200 38 7,602 2/18/22 91 0 100 0 Type II Slurry Seal $6,613 2032-33 FOURT 6370399 FOURTH AV VIRGINIA WY SCENIC DR C AC 2 1 529 28 14,812 2/18/22 95 0 100 0 Type II Slurry Seal $12,886 2032-33 HOLLY 6370483 HOLLY DR ALTA LOMA DR NORTH END E AC 2 1 1,565 26 40,686 2/18/22 90 41 43 16 Type II Slurry Seal $35,397 2032-33 HOLLY 6370490 HOLLY DR ALTA LOMA DR OCEAN VIEW ST E AC 2 1 667 32 21,356 2/18/22 91 0 56 44 Type II Slurry Seal $18,579 2032-33 LAGUN AV 6180099 LAGUNA AV COAST HY EL PASEO ST P PCC 2 1 148 30 4,440 4/29/22 83 25 42 33 1.5" Grind-Overlay $26,285 2032-33 MAR V 6370321 MAR VISTA AVE SUNSET AV EAST END E AC 2 1 196 38 7,450 2/18/22 94 0 100 0 Type II Slurry Seal $6,482 2032-33 MAR V 6370366 MAR VISTA AVE EAGLEROCK WY THIRD AV E AC 2 1 614 26 15,964 2/18/22 90 51 49 0 Type II Slurry Seal $13,889 2032-33 MAR V 6370370 MAR VISTA AVE SUNSET AV THIRD AV E AC 2 1 674 26 17,519 2/18/22 92 0 100 0 Type II Slurry Seal $15,242 2032-33 MAR V 6370434 MAR VISTA AVE EAGLEROCK WY END E AC 2 1 340 26 8,840 4/8/22 86 80 17 3 Type II Slurry Seal $7,691

30 30 of 350
City of Laguna Beach, CA
Forecast Maintenance / Rehabilitation (FMR) Report - FY 2026-2033 Sorted by Rank, FY, Name Order (A-Z)
FY BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Maint. / Rehab Recommendations Total $ 2032-33 MARIL 6370611 MARILYN DR OCEAN VIEW VISTA DR NORTH END E AC 2 1A 621 26 16,152 4/8/22 80 30 42 28 1.5" Grind-Overlay $95,621 2032-33 MARIL 6370628 MARILYN DR WESLEY DR OCEAN VIEW VISTA DR E AC 2 1A 741 32 23,709 4/8/22 86 62 38 0 Type II Slurry Seal $20,627 2032-33 MONTE 6370406 MONTEREY ST EAGLEROCK WY WEST ST E AC 2 1 753 28 21,084 2/18/22 94 0 100 0 Type II Slurry Seal $18,343 2032-33 MONTE 6370478 MONTEREY ST WEST ST BROOKS ST E AC 2 1 594 28 16,632 2/18/22 90 0 78 22 Type II Slurry Seal $14,470 2032-33 MONTE 6370537 MONTEREY ST BROOKS ST S BROOKS ST N E AC 1 1 1,744 38 66,273 2/18/22 91 0 66 34 Type II Slurry Seal $57,658 2032-33 NINTH 6370252 NINTH AV COAST HY VIRGINIA WY E AC 2 1 200 24 4,800 2/18/22 94 0 100 0 Type II Slurry Seal $4,176 2032-33 NINTH 6370258 NINTH AV VIRGINIA WY LUPIN PL E AC 2 1 579 24 13,896 2/18/22 93 0 61 39 Type II Slurry Seal $12,090 2032-33 OCEAN V 6370535 OCEAN VIEW ST MONTEREY ST HOLLY DR P AC 2 1 480 24 11,520 2/18/22 93 0 100 0 Type II Slurry Seal $10,022 2032-33 OCEAN VIEW 6370610 OCEAN VIEW VISTA DR MARILYN DR END P AC 2 1A 360 31 11,160 4/8/22 92 26 74 0 Type II Slurry Seal $9,709 2032-33 OCEAN VIEW 6370625 OCEAN VIEW VISTA DR DRIFTWOOD DR END P AC 0 1A 1,007 31 31,217 4/8/22 84 19 43 38 Type II Slurry Seal $27,159 2032-33 OCEAN VIEW 6370629 OCEAN VIEW VISTA DR MARILYN DR DRIFTWOOD DR P AC 2 1A 407 31 12,617 4/8/22 87 24 68 8 Type II Slurry Seal $10,977 2032-33 PASEO 6370474 PASEO DEL SUR RICO RD EAST END E AC 2 1 515 28 14,432 4/8/22 92 0 100 0 Type II Slurry Seal $12,555 2032-33 PASEO 6370534 PASEO DEL SUR TOTO LOMA LN RICO RD E AC 2 1 831 28 23,261 4/8/22 99 0 100 0 Type II Slurry Seal $20,237 2032-33 PEDRO 6370552 PEDRO ST BROOKS ST SE BROOKS ST NW E AC 2 1 1,347 24 32,333 2/18/22 93 0 100 0 Type II Slurry Seal $28,129 2032-33 RICO 6370473 RICO RD PASEO DEL SUR EAST END E AC 2 1 269 28 7,524 4/8/22 83 18 82 0 1.5" Grind-Overlay $44,543 2032-33 SCENI 6370382 SCENIC DR THIRD AV SECOND AV E AC 2 1 349 28 9,772 2/18/22 95 0 100 0 Type II Slurry Seal $8,502 2032-33 SCENI 6370388 SCENIC DR FOURTH AV THIRD AV E AC 2 1 356 28 9,968 2/18/22 95 0 100 0 Type II Slurry Seal $8,672 2032-33 SCENI 6370393 SCENIC DR FIFTH AV FOURTH AV E AC 2 1 354 28 9,922 2/18/22 93 0 93 7 Type II Slurry Seal $8,632 2032-33 SCENI 6370674 SCENIC DR SECOND AV EAGLEROCK WY E AC 2 1 252 22 5,544 2/18/22 94 0 83 17 Type II Slurry Seal $4,823 2032-33 SECON 6370386 SECOND AV COAST HY VIRGINIA WY E AC 2 1 200 36 7,201 2/18/22 90 0 100 0 Type II Slurry Seal $6,265 2032-33 SECON 6370403 SECOND AV VIRGINIA WY SCENIC DR E AC 2 1 900 24 21,600 2/18/22 93 0 79 21 Type II Slurry Seal $18,792 2032-33 SEVEN 6370378 SEVENTH AV COAST HY END E AC 2 1 401 34 13,634 2/18/22 59 76 6 18 1.5" Grind-Overlay $80,713 2032-33 SUNSE 6370357 SUNSET AV EIGHTH AV VIRGINIA WY E AC 2 1 1,220 26 31,720 2/18/22 93 0 100 0 Type II Slurry Seal $27,596 2032-33 SUNSE 6370358 SUNSET AV MAR VISTA AV EIGHTH AV E AC 2 1 1,180 30 35,400 2/18/22 92 0 100 0 Type II Slurry Seal $30,798 2032-33 TENTH 6370247 TENTH AV COAST HY VIRGINIA WY E AC 2 1 200 30 6,000 2/18/22 94 0 100 0 Type II Slurry Seal $5,220 2032-33 TENTH 6370261 TENTH AV VIRGINIA WY BRACKEN WY E AC 2 1 355 22 5,224 2/18/22 93 0 100 0 Type II Slurry Seal $4,545 2032-33 THIRD 6370316 THIRD AV MAR VISTA AV SE END E AC 2 1 306 28 8,558 4/8/22 91 25 42 33 Type II Slurry Seal $7,445 2032-33 THIRD 6370371 THIRD AV SCENIC DR MAR VISTA AV E AC 2 1 230 40 9,207 2/18/22 91 0 100 0 Type II Slurry Seal $8,010 2032-33 THIRD 6370390 THIRD AV COAST HY VIRGINIA WY E AC 2 1 200 36 7,202 2/18/22 95 0 90 10 Type II Slurry Seal $6,265 2032-33 THIRD 6370401 THIRD AV VIRGINIA WY SCENIC DR E AC 2 1 715 32 22,880 2/18/22 93 0 100 0 Type II Slurry Seal $19,906 2032-33 VALID 6370479 VALIDO RD WEST ST TOTO LOMA LN E AC 2 1 176 28 4,936 4/8/22 86 0 85 15 Type II Slurry Seal $4,294 2032-33 VIRGI 6370259 VIRGINIA WY NINTH AV SUNSET AV E AC 2 1 678 22 14,916 2/18/22 88 0 50 50 Type II Slurry Seal $12,977 2032-33 VIRGI 6370356 VIRGINIA WY SEVENTH AV NINTH AV E AC 2 1 653 22 14,366 2/18/22 94 0 90 10 Type II Slurry Seal $12,498 2032-33 VIRGI 6370380 VIRGINIA WY FIFTH AV THIRD AV E AC 2 1 600 20 12,000 2/18/22 94 0 100 0 Type II Slurry Seal $10,440 2032-33 VIRGI 6370400 VIRGINIA WY THIRD AV EAGLEROCK WY E AC 2 1 600 20 12,000 2/18/22 89 0 42 58 Type II Slurry Seal $10,440 2032-33 VIRGI 6370798 VIRGINIA WY FIFTH AV END E AC 2 1 185 18 3,330 4/29/22 94 44 56 0 Type II Slurry Seal $2,897 2032-33 WESLE 6370091 WESLEY DR MARILYN DR DRIFTWOOD DR E AC 2 1A 255 36 9,180 4/8/22 91 27 73 0 Type II Slurry Seal $7,987 2032-33 WESLE 6370092 WESLEY DR DRIFTWOOD DR END E AC 2 1A 420 36 15,124 4/8/22 72 87 13 0 1.5" Grind-Overlay $89,536 2032-33 WESLE 6370630 WESLEY DR COAST HY MARILYN DR E AC 2 1A 561 44 24,684 4/8/22 61 74 25 1 1.5" Grind-Overlay $146,129 2032-33 WEST 6370363 WEST ST MONTEREY ST VALIDO RD E AC 2 1 1,065 28 29,820 2/18/22 89 0 57 43 Type II Slurry Seal $25,943 2032-33 WEST 6370433 WEST ST COAST HY MONTEREY ST E AC 2 1 165 34 5,610 2/18/22 95 0 100 0 Type II Slurry Seal $4,881 $1,445,729

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City of Laguna Beach, CA Page 13
2026 Citywide Pavement Management Plan – OCTA Submittal Final Report – June 30, 2026
XII. APPENDIX B – COMPLETE STREET LISTING CURRENT CONDITIONS 32 32 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date Arterial / Collector (MPAH)
BLUEBIRD C 6180196 BLUEBIRD CANYON DR SUMMIT DR CRESS ST C AC 2 11 762 28 17,276 5/26/26 67 63 10 27 Surface Treatment - Slurry Seal 11/1/17 BLUEBIRD C 6180198 BLUEBIRD CANYON DR CRESS ST ORIOLE DR C AC 2 11 898 38 41,268 5/26/26 73 47 6 47 Surface Treatment - Slurry Seal 11/1/17 EL TO 1000 EL TORO RD LAGUNA CANYON RD 73 SB OFF-RAMP B AC 2 5 3,835 38 165,875 5/26/26 98 0 0 100 Surface Treatment - Slurry Seal 5/22/24 EL TO 1001 EL TORO RD 73 SB OFF-RAMP ARTISAN DR B AC 3 5 1,565 32 60,755 5/26/26 100 0 0 0 Surface Treatment - Slurry Seal 5/22/24 EL TO 1002 EL TORO RD ARTISAN DR 73 SB OFF-RAMP B AC 3 5 1,565 32 65,470 5/26/26 100 0 0 0 Surface Treatment - Slurry Seal 5/22/24 EL TO 1003 EL TORO RD N CITY LIMIT ARTISAN DR B AC 0 5 1,549 36 55,764 5/26/26 100 0 100 0 Surface Treatment - Slurry Seal 5/22/24 FORES 6130070 FOREST AV BEACH ST THIRD ST B AC 2 4 565 48 26,928 5/26/26 85 25 75 0 New Construction - AC 1/1/98 FORES 6130076 FOREST AV COAST HY BEACH ST C AC 1 4 626 48 27,585 5/26/26 87 21 37 42 New Construction - AC 1/1/03 FORES 6130089 FOREST AV THIRD ST BROADWAY B AC 2 4 556 48 30,180 5/26/26 72 36 38 26 New Construction - AC 1/1/10 GLENN 6130073 GLENNEYRE ST PARK AV FOREST AV C AAC 2 4 426 38 17,145 5/26/26 100 0 100 0 Overlay - AC Structural 5/22/25 GLENN 6180052 GLENNEYRE ST LAGUNA AV LEGION ST C AAC 4 3 752 40 29,665 5/26/26 100 0 100 0 Overlay - AC Structural 5/22/25 GLENN 6180056 GLENNEYRE ST CLEO ST LEGION ST C AAC 4 3 983 37 36,846 5/26/26 92 31 69 0 Overlay - AC Structural 5/22/25 GLENN 6180091 GLENNEYRE ST THALIA ST CLEO ST C AAC 4 3 702 55 38,724 5/26/26 93 0 100 0 Overlay - AC Structural 5/22/25 GLENN 6180434 GLENNEYRE ST BROOKS ST THALIA ST B AC 4 13 1,109 54 60,935 5/26/26 68 84 14 2 New Construction - AC 1/1/93 GLENN 6180477 GLENNEYRE ST CALLIOPE ST BROOKS ST C AC 4 10 1,076 55 59,206 5/26/26 83 59 41 0 Surface Treatment - Slurry Seal 11/1/16 GLENN 6180500 GLENNEYRE ST BLUEBIRD CANYON RD CALLIOPE ST B AC 2 10 506 36 18,660 5/26/26 77 46 48 6 Surface Treatment - Slurry Seal 11/1/16 GLENN 6180660 GLENNEYRE ST CENTER ST BLUEBIRD CANYON DR C AC 2 10 969 36 36,645 5/26/26 78 13 6 81 Surface Treatment - Slurry Seal 11/1/20 GLENN 6180673 GLENNEYRE ST MOSS ST CENTER ST C AC 2 10 1,050 38 39,900 5/26/26 79 39 3 58 Surface Treatment - Slurry Seal 11/1/20 GLENN 6370744 GLENNEYRE ST MOSS ST UPLAND RD C AC 4 10 1,050 26 27,300 5/26/26 76 35 0 65 Surface Treatment - Slurry Seal 11/1/20 GLENN 6370745 GLENNEYRE ST UPLAND RD ALTA VISTA WY C AC 2 10 869 26 22,604 5/26/26 81 43 39 18 Surface Treatment - Slurry Seal 11/1/16

4.1 878,731
Locals
ACACIA DR 6130319 ACACIA DR LINDEN ST CLIFF DR E AC 2 6 653 36 23,508 4/5/22 80 66 23 11 Surface Treatment - Slurry Seal 5/22/25 ACAPULCO 6180352 ACAPULCO ST CORTEZ AV CAPISTRANO AV E AC 2 9 430 20 8,600 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 ACAPULCO 6180364 ACAPULCO ST ALISOS AV CORTEZ AV E AC 2 9 362 20 7,248 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 AGATE ST 6180416 AGATE ST COAST HWY OCEAN WY P AC 2 10 260 30 7,800 2/17/22 94 0 100 0 Surface Treatment - Slurry Seal 11/1/16 AGATE ST 6180613 AGATE ST NE END CATALINA ST E AC 2 10 845 36 30,420 2/10/22 92 0 88 12 Surface Treatment - Slurry Seal 11/1/20 AGATE ST 6180653 AGATE ST GLENNEYRE ST CATALINA ST E AC 2 10 714 30 10,493 2/10/22 90 0 65 35 Surface Treatment - Slurry Seal 11/1/20 ALEXANDER 6370641 ALEXANDER RD ASHTON DR END E AC 2 8 485 18 8,730 4/7/22 93 39 51 10 Surface Treatment - Slurry Seal 11/1/16 ALISOS AV 6370589 ALISOS AV QUIVERA ST END E AC 2 9 335 20 6,700 2/15/22 94 0 83 17 Surface Treatment - Slurry Seal 12/1/14 ALPINE WAY 6130160 ALPINE WAY MOUNTAIN VIEW DR CDS E AC 2 2 439 32 14,036 4/6/22 94 0 100 0 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130182 ALTA LAGUNA BLVD RIDGE DR END/TRAIL HEAD P AC 2 2 882 40 35,280 4/5/22 92 33 67 0 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130190 ALTA LAGUNA BLVD CRESTA WY PARK AV P AC 4 2 1,297 54 70,038 4/6/22 92 29 66 5 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130194 ALTA LAGUNA BLVD TEMPLE HILLS DR CRESTA WY P AC 4 2 728 54 39,312 4/6/22 92 32 68 0 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130196 ALTA LAGUNA BLVD CHILLON WY TEMPLE HILLS DR P AC 0 2 1,255 54 67,770 4/6/22 91 0 56 44 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130211 ALTA LAGUNA BLVD PARK AV RIDGE DR P AC 4 2 451 54 24,354 4/5/22 95 0 93 7 Surface Treatment - Slurry Seal 9/15/21 ALTA LAGUN 6130223 ALTA LAGUNA BLVD TEMPLE HILLS DR CHILLON WY P AC 2 2 610 38 23,180 4/6/22 91 0 93 7 Surface Treatment - Slurry Seal 9/15/21 ALTA LO 6370492 ALTA LOMA DR HOLLY DR CEANOTHUS DR P AC 0 1 493 16 7,888 2/18/22 80 0 47 53 Surface Treatment - Slurry Seal 10/1/19 ALTA VISTA 6370560 ALTA VISTA WAY QUEDA WY PALA WY C AC 2 8 242 16 3,871 4/8/22 92 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370569 ALTA VISTA WAY SOLANA WY END P AC 0 8 64 25 1,600 4/29/22 94 0 60 40 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370696 ALTA VISTA WAY NIDO WY LOMITA WY C AC 2 8 646 20 12,924 4/8/22 91 0 78 22 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370718 ALTA VISTA WAY LOMITA WY KILO WY C AC 2 8 807 20 16,140 4/8/22 89 0 70 30 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370724 ALTA VISTA WAY ENCINA WY DUARTE WY C AC 2 8 136 20 2,720 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370726 ALTA VISTA WAY IRIS WY ENCINA WY C AC 2 8 86 20 1,725 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370759 ALTA VISTA WAY CORONA WY BONITA WY C AC 2 8 176 20 3,518 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370766 ALTA VISTA WAY FONTANA WY IRIS WY C AC 2 8 120 20 2,398 2/15/22 88 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370768 ALTA VISTA WAY KILO WY FONTANA WY C AC 2 8 432 20 6,251 2/15/22 90 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370775 ALTA VISTA WAY DUARTE WY CORONA WY C AC 2 8 143 20 2,865 2/15/22 94 0 84 16 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370782 ALTA VISTA WAY GLENNEYRE ST QUEDA WY C AC 2 8 182 16 2,904 4/8/22 81 31 38 31 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370783 ALTA VISTA WAY HIGHLAND RD GLENNEYRE ST C AC 2 8 110 18 1,975 4/8/22 88 43 57 0 Surface Treatment - Slurry Seal 11/1/16 ALTA VISTA 6370790 ALTA VISTA WAY PALA WY NIDO WY C AC 2 8 481 14 3,396 4/8/22 87 43 53 4 Surface Treatment - Slurry Seal 11/1/16 ANACAPA WY 6130051 ANACAPA WY WEST END SKYLINE DR E AC 2 12 1,616 20 32,311 4/7/22 86 43 37 20 Surface Treatment - Slurry Seal 11/1/17 ANITA ST 6180027 ANITA ST CATALINA ST WILSON ST E AC 2 13 804 38 30,552 2/16/22 80 38 62 0 Surface Treatment - Slurry Seal 11/1/16 ANITA ST 6180111 ANITA ST WILSON ST TEMPLE TE E AC 2 13 665 38 25,279 2/10/22 79 56 22 22 Surface Treatment - Slurry Seal 11/1/16 ANITA ST 6180420 ANITA ST GAVIOTA DR COAST HY E AC 2 13 145 38 5,510 2/16/22 85 0 100 0 Surface Treatment - Slurry Seal 11/1/16 ANITA ST 6180421 ANITA ST COAST HY CATALINA ST E AC 2 13 566 38 21,508 4/8/22 67 80 18 2 Surface Treatment - Slurry Seal 11/1/16 ARCH ST 6370742 ARCH ST GLENNEYRE ST CATALINA ST C AC 2 10 120 38 4,560 4/7/22 88 41 51 8 Surface Treatment - Slurry Seal 11/1/20 ARCH ST 6370747 ARCH ST GLENNEYRE ST END E AC 2 10 310 38 6,688 4/7/22 86 20 75 5 Surface Treatment - Slurry Seal 11/1/20 ARROYO CHI 6180001 ARROYO CHICO CATALINA ST END P AAC 2 3 428 20 8,560 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 ARROYO DR 6130029 ARROYO DR CANYON ACRES DR NE END E AC 2 13 925 30 27,765 4/4/22 92 29 71 0 New Construction - AC 1/1/81 ASHTON DR 6370642 ASHTON DR ROUNSEVEL TE END E AC 2 8 294 18 4,235 4/7/22 86 20 76 4 Surface Treatment - Slurry Seal 11/1/16 ASTER ST 6130346 ASTER ST COAST HY CYPRESS DR E AC 2 6 322 36 11,592 4/7/22 83 85 15 0 Surface Treatment - Slurry Seal 5/22/25 ASTER ST 6130354 ASTER ST CYPRESS DR MONTEREY DR E AC 2 6 620 36 22,320 2/11/22 90 0 54 46 Surface Treatment - Slurry Seal 5/22/25 ASTER ST 6130375 ASTER ST MONTEREY DR HIGH DR E AC 2 6 740 36 26,652 2/11/22 94 0 100 0 Surface Treatment - Slurry Seal 5/22/25 ATLANTIC W 6130042 ATLANTIC WY CARIBBEAN WY END E AC 2 12 239 26 6,214 4/7/22 84 39 61 0 Surface Treatment - Slurry Seal 11/1/17 AVALON AV 6180030 AVALON AV ANITA ST SEAVIEW ST E AC 2 13 155 40 6,200 2/10/22 92 0 67 33 Surface Treatment - Slurry Seal 11/1/16 AVALON AV 6180041 AVALON AV SEAVIEW ST THALIA ST E AC 2 13 205 34 6,968 2/16/22 94 0 80 20 New Construction - AC 1/1/10 AVALON AV 6180119 AVALON AV SEAVIEW ST SE SEAVIEW ST NW E AC 2 13 50 36 1,800 2/16/22 94 0 100 0 New Construction - AC 1/1/10 BAJA ST 6180545 BAJA ST CAPISTRANO AV END (N) E AC 2 9 660 25 16,500 2/15/22 75 73 25 2 Surface Treatment - Slurry Seal 12/1/14 BAJA ST 6180561 BAJA ST END (S) CAPISTRANO AV E AC 2 9 459 25 10,750 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 BAJA ST 6180574 BAJA ST SUMMIT DR S END P AC 2 9 227 30 6,810 2/16/22 93 0 100 0 New Construction - AC 1/1/80

33 33 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date BALBOA AV 6180318 BALBOA AV BARRACUDA WY CORTEZ AV C AC 2 9 502 36 14,764 2/15/22 91 0 100 0 Surface Treatment - Slurry Seal 12/1/14 BALBOA AV 6180378 BALBOA AV CORTEZ AV CAPISTRANO AV C AC 2 9 430 36 15,479 2/15/22 78 67 33 0 Surface Treatment - Slurry Seal 12/1/14 BALBOA AV 6180379 BALBOA AV CAPISTRANO AV DEL MAR AVE E AC 2 9 430 36 18,220 2/15/22 77 0 62 38 Surface Treatment - Slurry Seal 12/1/14 BALBOA AV 6370717 BALBOA AV NYES PL KENDAL DR C AC 2 9 493 36 17,748 2/15/22 86 0 100 0 Surface Treatment - Slurry Seal 12/1/14 BALBOA AV 6370735 BALBOA AV KENDAL DR BOLSANA DR C AC 2 9 1,056 36 38,011 2/15/22 84 0 68 32 Surface Treatment - Slurry Seal 12/1/14 BALBOA AV 6370764 BALBOA AV BOLSANA DR BARRACUDA WY C AC 2 9 303 36 10,913 2/15/22 87 40 60 0 Surface Treatment - Slurry Seal 12/1/14 BARRACUDA 6370689 BARRACUDA WY SOUTH END BALBOA AV E AC 2 9 640 32 24,864 4/29/22 78 41 54 5 Surface Treatment - Slurry Seal 12/1/14 BAYVIEW PL 6180180 BAYVIEW PL TEMPLE HILLS DR NORTH END E AC 2 8 826 18 16,317 4/6/22 85 62 36 2 Surface Treatment - Slurry Seal 12/1/14 BEACH ST 6130080 BEACH ST BROADWAY OCEAN AV E AC 4 4 271 48 13,029 4/7/22 93 0 100 0 New Construction - AC 1/1/06 BEACH ST 6130082 BEACH ST OCEAN AV FOREST AV E AC 2 4 257 36 9,267 4/7/22 94 0 100 0 New Construction - AC 1/1/10 BEACH ST 6130267 BEACH ST LOWER CLIFF DR BROADWAY C AC 0 6 282 40 11,280 4/7/22 90 48 52 0 Surface Treatment - Slurry Seal 5/22/25 BENT ST 6130104 BENT ST PARK AV END E AAC 2 4 385 46 17,710 4/13/22 100 0 0 0 Overlay - AC Structural 4/13/22 BERMUDA DR 6130011 BERMUDA DR CORONADO DR NORTH END E AC 2 12 445 24 10,682 4/7/22 97 0 85 15 Surface Treatment - Slurry Seal 11/1/17 BERN C 6130170 BERN CT PARK AV END P AC 2 2 245 22 5,390 4/5/22 90 0 100 0 Surface Treatment - Slurry Seal 9/15/21 BERN DR 6130214 BERN DR PARK AV SW PARK AV NE E AC 2 2 1,833 28 51,318 4/5/22 89 0 98 2 Surface Treatment - Slurry Seal 9/15/21 BERNARD CT 6130167 BERNARD CT ZELL DR END E AC 2 2 524 22 11,537 4/6/22 91 0 94 6 Surface Treatment - Slurry Seal 9/15/21 BEVERLY ST 6130461 BEVERLY ST COAST HY HILLCREST DR E AC 2 7 602 30 18,068 2/14/22 89 0 100 0 New Construction - AC 1/1/10 BLUEBIRD C 6180207 BLUEBIRD CANYON DR MADISON PL HALL PL C AC 2 11 496 26 12,896 2/16/22 74 64 36 0 New Construction - AC 1/1/04 BLUEBIRD C 6180210 BLUEBIRD CANYON DR BLUEBIRD CANYON / REGATTA RD JEFFERSON WY C AC 2 11 472 28 13,228 2/16/22 72 68 23 9 New Construction - AC 1/1/09 BLUEBIRD C 6180211 BLUEBIRD CANYON DR JEFFERSON WY MADISON PL C AC 2 11 429 28 2,727 2/16/22 72 44 53 3 New Construction - AC 1/1/10 BLUEBIRD C 6180216 BLUEBIRD CANYON DR HALL PL REGATTA RD C AC 2 11 1,188 26 30,883 2/16/22 92 0 47 53 New Construction - AC 1/1/10 BLUEBIRD C 6180218 BLUEBIRD CANYON DR KELLER WY BLUEBIRD CANYON / REGATTA RD C AC 2 11 378 28 6,047 2/16/22 89 0 100 0 Surface Treatment - Slurry Seal 11/1/16 BLUEBIRD C 6180220 BLUEBIRD CANYON DR EASTMAN WY KELLER WY C AC 2 11 622 32 7,642 2/16/22 91 56 44 0 Surface Treatment - Slurry Seal 11/1/16 BLUEBIRD C 6180244 BLUEBIRD CANYON DR RANCHO LAGUNA RD CHAMBERLIN WY C AC 2 11 570 42 6,013 2/16/22 79 60 26 14 Surface Treatment - Slurry Seal 11/1/16 BLUEBIRD C 6180256 BLUEBIRD CANYON DR ORIOLE DR RANCHO LAGUNA RD C AC 2 11 1,518 38 32,717 2/16/22 87 53 47 0 Surface Treatment - Slurry Seal 11/1/17 BLUEBIRD C 6180497 BLUEBIRD CANYON DR COAST HY CARMALITA ST C AC 2 10 1,026 38 31,000 2/10/22 93 0 77 23 Surface Treatment - Slurry Seal 11/1/16 BLUEBIRD C 6180505 BLUEBIRD CANYON DR CARMALITA ST SUMMIT DR C AC 2 10 680 38 15,450 2/10/22 92 0 42 58 Surface Treatment - Slurry Seal 11/1/20 BLUMONT ST 6130094 BLUMONT ST PARK AV END E AC 2 12 823 32 26,336 4/8/22 89 21 41 38 Surface Treatment - Slurry Seal 11/1/17 BOAT CANYO 6130471 BOAT CANYON DR COAST HY HILLCREST DR E AC 2 7 681 34 23,169 2/14/22 81 0 76 24 New Construction - AC 1/1/09 BOLSA02 7000030 BOLSA WY CUPRIEN WAY END E AAC 0 3 271 30 8,130 4/29/22 81 49 16 35 Overlay - AC Structural 1/1/22 BOLSA 6370690 BOLSANA WAY END LORETTA DR E AC 2 9 549 20 12,230 4/29/22 92 0 15 85 New Construction - AC 1/1/09 BOLSA 6370736 BOLSANA WAY LORETTA DR BALBOA AV E AC 2 9 870 32 27,840 4/29/22 94 0 72 28 New Construction - AC 1/1/09 BONITA WY 6370711 BONITA WY END (W) END (E) E AC 2 8 305 25 8,550 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 BONN DR 6130208 BONN DR MOUNTAIN VIEW DR TYROL DR E AC 2 2 1,108 40 44,314 4/5/22 96 0 100 0 Surface Treatment - Slurry Seal 9/15/21 BONVUE TE 6130278 BONVUE TE HIGH DR NORTH END E AC 2 6 456 24 10,947 4/5/22 90 24 37 39 Surface Treatment - Slurry Seal 5/22/25 BOUNTY WY 6130001 BOUNTY WY PACIFIC AV EAST END E AC 2 12 466 24 11,192 4/7/22 96 60 23 17 Surface Treatment - Slurry Seal 11/1/17 BOUNTY WY 6130006 BOUNTY WY PACIFIC AV NW END E AC 2 12 240 24 5,750 4/7/22 98 0 51 49 Surface Treatment - Slurry Seal 11/1/17 BRANGWYM W 6180513 BRANGWYM WY CRESS ST BROOKS ST E AC 2 13 371 34 12,605 4/29/22 89 84 16 0 New Construction - AC 1/1/10 BRIDGE DR 6130176 BRIDGE DR HILLVIEW DR END E AC 2 2 406 24 9,738 4/7/22 91 0 100 0 Surface Treatment - Slurry Seal 9/15/21 BROADWAY P 6130269 BROADWAY PL COAST HY BROADWAY E AC 2 4 926 16 14,823 4/7/22 69 58 29 13 New Construction - AC 1/1/01 BROOKS ST 6180429 BROOKS ST COAST HY CATALINA ST E AC 2 13 565 40 22,600 2/10/22 94 0 100 0 New Construction - AC 1/1/10 BROOKS ST 6180431 BROOKS ST COAST HY OCEAN FRONT E AC 2 13 264 40 10,560 2/16/22 95 0 100 0 New Construction - AC 1/1/10 BROOKS ST 6180514 BROOKS ST CATALINA ST TEMPLE TERR E AC 2 13 1,226 58 71,108 2/10/22 90 0 100 0 New Construction - AC 1/1/08 BROOKS ST 6370529 BROOKS ST PEDRO ST SE PEDRO ST NW E AC 2 1 1,250 24 30,000 2/18/22 87 0 30 70 Surface Treatment - Slurry Seal 10/1/19 BROOKS ST 6370531 BROOKS ST MONTEREY ST PEDRO ST E AC 2 1 491 28 13,740 2/18/22 91 0 72 28 Surface Treatment - Slurry Seal 10/1/19 BROOKS ST 6370551 BROOKS ST BROOKS ST N PEDRO ST E AC 2 1 520 24 12,487 2/18/22 92 0 100 0 Surface Treatment - Slurry Seal 10/1/19 BROWNCROFT 6180145 BROWNCROFT RD ST ANNS DR GRIFFITH WY E AAC 2 3 314 28 8,793 4/29/22 81 54 32 14 Overlay - AC Structural 1/1/22 BUENA VIST 6130179 BUENA VISTA WY CANYON VIEW DR NORTH END E AC 2 8 1,255 26 32,617 4/6/22 68 71 10 19 Surface Treatment - Slurry Seal 12/1/14 CAJON 6130506 CAJON ST HILLCREST DR NE END E AC 2 7 219 18 3,937 2/11/22 87 0 100 0 New Construction - AC 1/1/00 CAJON 6130575 CAJON ST COAST HY HILLCREST DR E AC 2 7 620 34 21,080 2/14/22 94 0 100 0 New Construction - AC 1/1/95 CALLIOPE S 6180470 CALLIOPE ST TEMPLE TERR END E AC 2 10 603 42 25,326 2/10/22 94 0 90 10 Surface Treatment - Slurry Seal 11/1/16 CALLIOPE S 6180482 CALLIOPE ST COAST HY CATALINA ST E AC 2 10 566 42 23,772 2/10/22 94 0 72 28 Surface Treatment - Slurry Seal 11/1/16 CAMDE 6130503 CAMDEN PL NW END DARTMOOR ST E AC 2 7 441 28 12,350 2/11/22 92 0 58 42 New Construction - AC 1/1/89 CANYO 6130031 CANYON ACRES DR LEWIS LN EAST END E AC 2 13 2,580 30 46,170 4/4/22 91 25 44 31 New Construction - AC 1/1/85 CANYO 6130135 CANYON ACRES DR LAGUNA CANYON RD LEWELLYN DR E AC 2 13 953 38 36,214 4/4/22 92 34 47 19 New Construction - AC 1/1/93 CANYON VIE 7000002 CANYON VIEW DR TEMPLE HILLS DR BUENA VISTA DR E AC 2 8 1,158 30 34,740 4/6/22 63 83 14 3 Surface Treatment - Slurry Seal 12/1/14 CANYON VIE 7000003 CANYON VIEW DR BUENA VISTA DR END E AC 0 8 741 30 22,230 4/6/22 78 56 32 12 New Construction - AC 1/1/90 CAPIS 6180349 CAPISTRANO AV QUIVERA ST ACAPULCO ST E AC 1 9 230 20 5,980 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180351 CAPISTRANO AV ACAPULCO ST SANTA ANA ST E AC 1 9 230 20 5,980 2/15/22 84 69 29 2 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180353 CAPISTRANO AV SANTA ANA ST TIA JUANA ST E AC 1 9 230 20 5,980 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180355 CAPISTRANO AV TIA JUANA ST BALBOA AV E AC 1 9 247 20 6,420 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180532 CAPISTRANO AV NORIA ST ORO ST E AC 2 9 230 25 5,750 2/15/22 81 62 38 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180538 CAPISTRANO AV MIRAMAR ST NORIA ST E AC 2 9 230 25 5,750 2/15/22 99 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180549 CAPISTRANO AV LA MIRADA ST MIRAMAR ST E AC 2 9 230 25 5,750 2/15/22 93 37 63 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180551 CAPISTRANO AV KATELLA ST LA MIRADA ST E AC 2 9 230 25 5,750 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180553 CAPISTRANO AV BAJA ST KATELLA ST E AC 2 9 230 25 6,440 2/15/22 86 51 49 0 Surface Treatment - Slurry Seal 12/1/14 CAPIS 6180556 CAPISTRANO AV SAN JOSE ST BAJA ST E AC 2 9 230 25 6,440 2/15/22 84 44 56 0 Surface Treatment - Slurry Seal 12/1/14 CARIB 6130038 CARIBBEAN WY CORAL DR ATLANTIC WY E AC 2 12 1,144 34 38,896 4/7/22 89 25 75 0 Surface Treatment - Slurry Seal 11/1/17 CARIB 6130040 CARIBBEAN WY ATLANTIC WY TAHITI AV E AC 2 12 508 34 17,273 4/7/22 89 24 73 3 Surface Treatment - Slurry Seal 11/1/17 CARME 6180467 CARMELITA ST CALLIOPE ST CRESS ST E AC 2 10 673 28 18,844 2/10/22 92 0 63 37 Surface Treatment - Slurry Seal 11/1/16 CARME 6180691 CARMELITA ST CENTER ST BLUEBIRD CANYON DR E AC 2 10 985 36 35,460 2/11/22 94 0 90 10 Surface Treatment - Slurry Seal 11/1/20 CATAL 6180042 CATALINA ST THALIA ST CLEO ST E AAC 2 3 860 50 43,000 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 CATAL 6180045 CATALINA ST LEGION ST PARK AV E AAC 2 3 586 36 21,106 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22

34 34 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date CATAL 6180064 CATALINA ST CLEO ST LEGION ST P AAC 0 3 904 50 45,200 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 CATAL 6180417 CATALINA ST BLUEBIRD CANYON DR PALMER PL E AC 2 10 225 28 6,307 2/10/22 94 0 100 0 Surface Treatment - Slurry Seal 11/1/16 CATAL 6180463 CATALINA ST CALLIOPE ST BROOKS ST E AC 2 10 1,031 44 45,364 2/10/22 93 0 77 23 Surface Treatment - Slurry Seal 11/1/16 CATAL 6180516 CATALINA ST BROOKS ST THALIA ST E AC 2 13 1,129 44 49,676 2/10/22 85 73 27 0 New Construction - AC 1/1/03 CATAL 6180658 CATALINA ST OSGOOD CT BLUEBIRD CANYON DR E AC 2 10 1,500 34 51,000 2/10/22 89 0 44 56 Surface Treatment - Slurry Seal 11/1/20 CATAL 6180702 CATALINA ST MOSS ST OSGOOD CT E AC 2 10 510 38 19,380 2/10/22 91 0 67 33 Surface Treatment - Slurry Seal 11/1/16 CATAL 6370415 CATALINA ST MONTEREY ST WEST ST E AC 2 1 650 30 19,489 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 CATAL 6370417 CATALINA ST COAST HY MONTEREY ST E AC 2 1 165 34 5,616 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 CATEA 6130224 CATEAU WY ZELL DR ALTA LAGUNA BL E AC 2 2 457 36 16,463 4/6/22 95 0 100 0 Surface Treatment - Slurry Seal 9/15/21 CATEA 6130225 CATEAU WY ZELL DR CHILLON WY E AC 2 2 846 36 30,470 4/6/22 94 0 91 9 Surface Treatment - Slurry Seal 9/15/21 CEANO 6370475 CEANOTHUS DR ALTA LOMA DR NW END E AC 4 1 1,670 28 46,751 2/18/22 93 0 54 46 Surface Treatment - Slurry Seal 10/1/19 CEDAR 6130352 CEDAR WY JASMINE ST ASTER ST E AC 2 6 640 24 15,360 4/5/22 65 72 20 8 Surface Treatment - Slurry Seal 5/22/25 CEDAR 6130379 CEDAR WY HIGH DR JASMINE ST E AC 2 6 1,094 28 30,632 4/5/22 90 22 45 33 Surface Treatment - Slurry Seal 5/22/25 CEDAR 6130434 CEDAR WY ASTER ST ACACIA ST E AC 2 6 1,477 18 26,586 4/5/22 63 77 15 8 Surface Treatment - Slurry Seal 5/22/25 CENTE 6180665 CENTER ST CATALINA ST CARMELITA ST E AC 2 10 363 48 17,424 2/10/22 89 0 30 70 Surface Treatment - Slurry Seal 11/1/20 CENTE 6180668 CENTER ST COAST HY CATALINA ST E AC 2 10 675 48 32,400 2/11/22 93 0 90 10 Surface Treatment - Slurry Seal 11/1/20 CENTE 6180696 CENTER ST CARMELITA ST PEARL ST E AC 2 10 545 30 16,344 2/10/22 89 0 36 64 Surface Treatment - Slurry Seal 11/1/20 CERRT 6180177 CERRTOS DR TERRACE WY EAST END E AC 2 8 390 34 13,249 4/6/22 84 59 39 2 Surface Treatment - Slurry Seal 12/1/14 CERRT 6180200 CERRTOS DR TEMPLE HILLS DR TERRACE WY E AC 2 8 428 34 14,562 4/6/22 76 50 44 6 Surface Treatment - Slurry Seal 12/1/14 CERRT 6180204 CERRTOS DR TERRACE WY SW TERRACE WY NE E AC 2 8 1,542 34 52,429 4/6/22 78 42 35 23 Surface Treatment - Slurry Seal 12/1/14 CHILL 6130221 CHILLON WY ALTA LAGUNA BL CATEAU WY E AC 2 2 965 36 34,729 4/6/22 91 0 50 50 Surface Treatment - Slurry Seal 9/15/21 CHILL 6130226 CHILLON WY ZELL DR CATEAU WY E AC 2 2 543 36 19,534 4/6/22 93 0 100 0 Surface Treatment - Slurry Seal 9/15/21 CHIQU 6130570 CHIQUITA ST COAST HY HEATHER PL E AC 2 7 620 34 21,080 2/14/22 95 0 100 0 New Construction - AC 1/1/82 CHIQU 6130733 CHIQUITA ST CLIFF DR COAST HY E AC 2 7 513 32 16,404 2/17/22 87 0 29 71 New Construction - AC 1/1/07 CIRCL 6130763 CIRCLE WY CIRCLE WY @E WYE CLIFF DR E AC 1 7 77 38 2,907 2/15/22 92 0 45 55 New Construction - AC 1/1/82 CIRCL 6130764 CIRCLE WY CIRCLE WY @S WYE CIRCLE WY @E WYE E AC 1 7 343 28 9,606 2/15/22 81 0 59 41 New Construction - AC 1/1/84 CIRCL 6130765 CIRCLE WY CIRCLE WY @E WYE CIRCLE WY @N WYE E AC 1 7 381 28 10,668 2/15/22 76 54 40 6 New Construction - AC 1/1/91 CIRCL 6130766 CIRCLE WY CIRCLE WY @S WYE CIRCLE WY @N WYE E AC 1 7 293 28 8,208 2/15/22 89 0 34 66 New Construction - AC 1/1/85 CLEO 6180081 CLEO ST SLEEPY HOLLOW LN COAST HY E AAC 2 3 277 52 14,404 5/22/22 100 0 0 0 Overlay - AC Structural 5/22/22 CLEO 6180084 CLEO ST COAST HY GLENNEYRE ST E AC 2 3 348 36 12,528 2/17/22 81 13 31 56 New Construction - AC 1/1/77 CLEO 6180136 CLEO ST GLENNEYRE ST CATALINA ST E AAC 2 3 342 28 9,571 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 CLIFF 6130332 CLIFF DR ROSA BONHEUR BROADWAY P AC 1 6 819 48 39,312 4/5/22 71 49 33 18 Surface Treatment - Slurry Seal 5/22/25 CLIFF 6130340 CLIFF DR MYRTLE ST JASMINE ST P AC 2 7 697 48 33,456 2/17/22 93 0 100 0 New Construction - AC 1/1/80 CLIFF 6130344 CLIFF DR ASTER ST ROSA BONHEUR P AC 2 6 1,086 48 52,128 4/5/22 73 31 59 10 Surface Treatment - Slurry Seal 5/22/25 CLIFF 6130410 CLIFF DR JASMINE ST COAST HY P AC 0 7 893 42 37,506 2/17/22 87 0 100 0 New Construction - AC 1/1/80 CLIFF 6130432 CLIFF DR HIGH DR MYRTLE ST P AC 2 7 625 42 26,250 2/17/22 70 76 9 15 New Construction - AC 1/1/80 CLIFF 6130443 CLIFF DR BEVERLY ST HIGH DR P AC 2 7 839 42 35,238 2/17/22 90 0 100 0 New Construction - AC 1/1/80 CLIFF 6130741 CLIFF DR CLIFF DR COAST HY P AC 2 7 308 30 9,240 2/17/22 88 0 58 42 New Construction - AC 1/1/80 CLIFF 6130744 CLIFF DR CIRCLE WY BEVERLY ST P AC 0 7 1,540 42 64,680 2/17/22 91 0 74 26 New Construction - AC 1/1/80 CLIFF 6130758 CLIFF DR CIRCLE WY COAST HY P AC 0 7 408 32 13,056 2/15/22 85 44 31 25 New Construction - AC 1/1/80 COAST VIEW 7000001 COAST VIEW DR TEMPLE HILLS DR END E AC 2 8 2,009 30 60,270 4/29/22 81 90 10 0 Surface Treatment - Slurry Seal 12/1/14 CORAL 6130018 CORAL DR PACIFIC AV NW END E AC 2 12 367 24 8,811 4/7/22 98 0 45 55 Surface Treatment - Slurry Seal 11/1/17 CORAL 6130037 CORAL DR PACIFIC AV END E AC 2 12 887 28 24,836 4/7/22 93 34 58 8 Surface Treatment - Slurry Seal 11/1/17 CORON WY 6370781 CORONA WY FONTANA WY END P AC 0 8 276 30 8,280 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 CORON 6130050 CORONADO DR SKYLINE DR END P AC 2 12 924 26 24,024 4/7/22 91 22 31 47 Surface Treatment - Slurry Seal 11/1/17 CORTE 6180361 CORTEZ AV QUIVERA ST ACAPULCO ST E AC 1 9 230 20 4,600 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180363 CORTEZ AV ACAPULCO ST SANTA ANA ST E AC 1 9 230 20 4,600 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180365 CORTEZ AV SANTA ANA ST TIA JUANA ST E AC 1 9 230 20 4,600 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180367 CORTEZ AV TIA JUANA ST BALBOA AV E AC 1 9 251 20 5,017 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180539 CORTEZ AV KATELLA ST LA MIRADA ST E AC 2 9 230 28 6,440 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180541 CORTEZ AV LA MIRADA ST MIRAMAR ST E AC 2 9 230 22 5,060 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 CORTE 6180559 CORTEZ AV BAJA ST KATELLA ST E AC 2 9 230 22 4,268 2/15/22 88 44 56 0 Surface Treatment - Slurry Seal 12/1/14 CRESC 6130705 CRESCENT BAY DR COAST HY CRESCENT BAY DR E AC 2 7 718 28 20,104 2/14/22 88 0 68 32 New Construction - AC 1/1/89 CRESC 6130714 CRESCENT BAY DR CRESCENT BAY DR @E WYE EAST END E AC 2 7 182 22 4,015 2/15/22 91 0 100 0 New Construction - AC 1/1/80 CRESC 6130715 CRESCENT BAY DR EAST END CRESCENT BAY DR @S WYE E AC 2 7 276 30 8,274 2/14/22 86 0 51 49 New Construction - AC 1/1/87 CRESC 6130730 CRESCENT BAY DR CRESCENT BAY DR @E WYE CRESCENT BAY DR @N WYE E AC 2 7 461 30 13,825 2/14/22 86 0 100 0 New Construction - AC 1/1/90 CRESC 6130731 CRESCENT BAY DR CRESCENT BAY DR @S WYE CRESCENT BAY DR @E WYE E AC 2 7 339 30 10,156 2/14/22 96 0 100 0 New Construction - AC 1/1/90 CRESS 6180448 CRESS ST COAST HY CATALINA ST C AC 2 13 569 40 22,760 2/10/22 94 0 100 0 New Construction - AC 1/1/94 CRESS 6180453 CRESS ST CATALINA ST BRANGWYM WY C AC 2 13 771 40 30,840 2/10/22 92 0 69 31 New Construction - AC 1/1/05 CRESS 6180494 CRESS ST COAST HY END C AC 2 13 209 42 8,778 2/16/22 95 0 100 0 New Construction - AC 1/1/85 CRESS 6180512 CRESS ST BRANGWYN WY BLUEBIRD CANYON DR C AC 2 13 1,086 40 43,440 2/16/22 88 34 47 19 New Construction - AC 1/1/10 CRESTA 6130193 CRESTA WY TEMPLE HILLS DR ALTA LAGUNA BLVD P AC 2 2 922 34 31,348 4/6/22 95 0 100 0 Surface Treatment - Slurry Seal 9/15/21 CREST 6180615 CRESTVIEW DR FERN ST NORTH END E AC 2 11A 781 24 18,752 4/7/22 81 12 14 74 Surface Treatment - Slurry Seal 5/22/24 CREST 6180616 CRESTVIEW DR CRESTVIEW PL FERN ST E AC 2 11A 508 32 20,288 2/11/22 82 0 36 64 Surface Treatment - Slurry Seal 5/22/24 CREST 6180708 CRESTVIEW DR CRESTVIEW PL DIAMOND ST E AC 2 11A 1,193 18 19,566 2/11/22 81 0 56 44 Surface Treatment - Slurry Seal 5/22/24 CREST PL 6180707 CRESTVIEW PL CRESTVIEW DR END P AC 2 11A 913 20 18,260 4/7/22 82 23 38 39 Surface Treatment - Slurry Seal 5/22/24 CRESTW 6130172 CRESTWOOD CL RIDGE DR END P AC 2 2 236 32 7,552 4/5/22 95 0 100 0 Surface Treatment - Slurry Seal 9/15/21 CUMMINGS P 6180138 CUMMINGS PL SEAVIEW ST ANITA ST P AC 2 13 155 30 4,650 2/16/22 95 0 100 0 New Construction - AC 1/1/80 CUPRI 6180016 CUPRIEN WY THALIA ST WENDT TERR E AAC 2 3 635 28 17,780 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 CYPRE 6130311 CYPRESS DR HIGH DR JASMINE DR C AC 2 6 1,003 36 36,108 2/14/22 73 61 33 6 Surface Treatment - Slurry Seal 5/22/25 CYPRE 6130350 CYPRESS DR JASMINE ST ACACIA DR C AC 2 6 1,882 36 67,752 2/14/22 73 54 13 33 Surface Treatment - Slurry Seal 5/22/25 DARTM 6130536 DARTMOOR ST DUNNEGAN DR EAST END E AC 2 7 142 36 5,111 2/11/22 93 0 59 41 New Construction - AC 1/1/03 DARTM 6130557 DARTMOOR ST HILLCREST DR CAMDEN PL E AC 2 7 715 36 25,746 2/11/22 86 0 28 72 New Construction - AC 1/1/85

35 35 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date DARTM 6130558 DARTMOOR ST CAMDEN PL DUNNEGAN DR E AC 2 7 651 36 23,427 2/11/22 85 0 48 52 New Construction - AC 1/1/08 DAVIS 6370683 DAVIS WY SOUTH END NORTH END E AC 2 9 410 20 11,480 2/18/22 94 0 92 8 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180324 DEL MAR AV NORIA ST ORO ST C AC 2 9 230 25 5,750 2/15/22 76 68 32 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180325 DEL MAR AV MIRAMAR ST NORIA ST C AC 2 9 230 25 5,750 2/15/22 84 72 28 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180329 DEL MAR AV KATELLA ST LA MIRADA ST C AC 2 9 230 25 5,750 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180331 DEL MAR AV LA MIRADA ST MIRAMAR ST C AC 2 9 230 25 5,750 2/15/22 92 0 87 13 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180338 DEL MAR AV ORO ST SANTA ANA ST C AC 2 9 920 36 33,120 2/15/22 89 0 100 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180340 DEL MAR AV SANTA ANA ST TIA JUANA ST C AC 2 9 230 36 8,280 2/15/22 88 0 100 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180342 DEL MAR AV TIA JUANA ST BALBOA ST C AC 2 9 242 36 8,727 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180543 DEL MAR AV BAJA ST KATELLA ST C AC 2 9 230 25 5,750 2/15/22 83 48 46 6 Surface Treatment - Slurry Seal 12/1/14 DEL M 6180544 DEL MAR AV END BAJA ST C AC 2 9 230 25 5,725 2/15/22 91 0 100 0 Surface Treatment - Slurry Seal 12/1/14 DIAMO 6180619 DIAMOND ST S END SUMMIT DR C AC 2 11 1,022 20 20,447 2/16/22 92 0 85 15 Surface Treatment - Slurry Seal 11/1/17 DIAMO 6180637 DIAMOND ST COAST HY CATALINA ST C AC 2 10 712 38 27,056 2/11/22 95 0 90 10 Surface Treatment - Slurry Seal 11/1/20 DIAMO 6180640 DIAMOND ST COAST HY OCEAN WY C AC 2 10 230 38 8,740 2/17/22 94 0 100 0 Surface Treatment - Slurry Seal 11/1/16 DIAMO 6180674 DIAMOND ST CATALINA ST CRESTVIEW DR C AC 2 10 850 26 22,092 2/11/22 79 54 12 34 Surface Treatment - Slurry Seal 11/1/20 DIAMO 6180710 DIAMOND ST CRESTVIEW DR END C AC 2 11A 1,181 34 40,154 2/11/22 89 43 32 25 Surface Treatment - Slurry Seal 5/22/24 DOLPH 6130468 DOLPHIN WY SW END HILLCREST DR E AC 2 7 468 22 10,293 2/14/22 81 83 17 0 New Construction - AC 1/1/09 DONNA 6130248 DONNA DR SAN REMO DR END E AC 2 8 142 22 3,130 4/6/22 81 59 41 0 New Construction - AC 1/1/71 DORN 6130162 DORN CT TEMPLE HILLS DR END E AC 2 2 96 40 3,826 4/6/22 98 0 100 0 Surface Treatment - Slurry Seal 9/15/21 DORN 6130180 DORN CT SOUTH END TEMPLE HILLS DR E AC 2 2 558 28 15,634 4/6/22 88 0 16 84 Surface Treatment - Slurry Seal 9/15/21 DRIFT 6370609 DRIFTWOOD DR WESLEY DR OCEAN VIEW VISTA DR E AC 2 1A 628 26 16,315 4/8/22 88 0 45 55 Surface Treatment - Slurry Seal 11/1/20 DRIFT 6370612 DRIFTWOOD DR OCEAN VIEW VISTA DR NORTH END E AC 2 1A 544 26 14,132 4/8/22 86 0 39 61 Surface Treatment - Slurry Seal 11/1/20 DUART 6370776 DUARTE WY W END FONTANA WY E AC 2 8 308 26 7,999 4/8/22 98 0 52 48 Surface Treatment - Slurry Seal 11/1/16 DUART 6370778 DUARTE WY FONTANA WY E END E AC 2 8 102 20 2,040 4/8/22 97 0 100 0 Surface Treatment - Slurry Seal 11/1/16 DUMON 6370627 DUMOND DR OCEAN FRONT WARDS TE E AC 2 8 190 12 2,280 4/29/22 90 0 6 94 Surface Treatment - Slurry Seal 11/1/16 DUMON 6370637 DUMOND DR WARDS TE MARION WY E AC 2 8 202 34 6,873 4/29/22 96 0 34 66 Surface Treatment - Slurry Seal 11/1/16 DUMON 6370668 DUMOND DR MARION WY VICTORIA DR E AC 2 8 344 34 11,683 4/29/22 88 60 7 33 Surface Treatment - Slurry Seal 11/1/16 DUNNE 6130502 DUNNEGAN DR NW END DUNNEGAN DR E AC 2 7 391 26 10,172 2/11/22 83 64 27 9 New Construction - AC 1/1/96 DUNNE 6130559 DUNNEGAN DR DARTMOOR ST WINDSOR PL E AC 2 7 731 26 19,006 2/11/22 90 0 41 59 New Construction - AC 1/1/84 DUNNI 6180175 DUNNING DR TEMPLE HILLS DR NE END E AC 2 8 1,898 22 41,750 4/6/22 100 0 0 0 Surface Treatment - Slurry Seal 12/1/14 DYER 6180239 DYER WY DYER WY MILLER WY E AC 2 11 611 12 7,332 2/16/22 100 0 0 0 Surface Treatment - Slurry Seal 11/1/16 DYER 6180262 DYER WY DYER PL MADISON PL E AC 0 11 175 14 2,445 2/16/22 100 0 0 0 Surface Treatment - Slurry Seal 11/1/16 EAGAN 6370412 EAGAN RD FIRST AV WEST ST E AC 2 1 224 28 6,269 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 EAGLE RK 6370365 EAGLE ROCK WY SCENIC DR MAR VISTA AV E AC 2 1 230 28 6,440 2/18/22 84 0 27 73 Surface Treatment - Slurry Seal 10/1/19 EAGLE RK 6370405 EAGLE ROCK WY COAST HY VIRGINIA WY E AC 2 1 200 32 6,400 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 EAGLE RK 6370408 EAGLE ROCK WY VIRGINIA WY SCENIC DR E AC 2 1 1,070 24 25,680 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 EIGHT 6370256 EIGHTH AV COAST HY VIRGINIA WY E AC 2 1 198 18 3,564 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 EIGHT 6370257 EIGHTH AV VIRGINIA WY SUNSET AV E AC 2 1 840 22 18,480 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 EL BO 6180151 EL BOSQUE CATALINA ST EL BOSQUE @WYE E AAC 2 3 796 34 27,064 2/17/22 93 0 100 0 Overlay - AC Structural 1/1/22 EL CA 6180053 EL CAMINO DEL MAR GLENNEYRE ST GOFF ST E AAC 2 3 341 34 11,594 2/17/22 95 0 100 0 Overlay - AC Structural 1/1/22 EL CA 6180094 EL CAMINO DEL MAR LOS ROBLES SHORT ST E AAC 2 3 730 34 24,820 2/17/22 90 51 49 0 Overlay - AC Structural 1/1/22 EL PA 6180008 EL PASEO ST NW END LAGUNA AV E AAC 0 0 215 26 5,590 5/1/22 100 0 0 0 Overlay - AC Structural 5/1/22 ELEAN 6130513 ELEANOR LN NW END PANORAMA DR E AC 2 7 359 24 8,610 2/14/22 94 0 100 0 New Construction - AC 1/1/87 ENCIN 6370725 ENCINA WY FONTANA WY END E AC 1 8 145 20 2,900 2/15/22 88 0 49 51 Surface Treatment - Slurry Seal 11/1/16 ENSEN 6180369 ENSENADA AV LA MIRADA ST NORIA ST E AC 2 9 440 20 8,800 2/15/22 90 0 100 0 Surface Treatment - Slurry Seal 12/1/14 FAIRV 6130550 FAIRVIEW ST COAST HY HILLCREST DR E AC 2 7 620 30 18,600 2/14/22 93 0 94 6 New Construction - AC 1/1/87 FAIRV 6130738 FAIRVIEW ST CLIFF DR COAST HY E AC 2 7 370 28 10,360 2/17/22 95 0 100 0 New Construction - AC 1/1/99 FAYET 6130514 FAYETTE PL PANORAMA DR EAST END E AC 2 7 227 26 5,913 2/14/22 93 0 100 0 New Construction - AC 1/1/84 FEN W 6180018 FEN WY CUPRIEN WY ST ANNS DR E AAC 2 3 316 22 6,947 4/29/22 78 0 26 74 Overlay - AC Structural 1/1/22 FIFTH 6370319 FIFTH AV SCENIC DR EAST END E AC 2 1 150 30 4,509 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 FIFTH 6370379 FIFTH AV COAST HY VIRGINIA WY E AC 2 1 200 38 7,602 2/18/22 92 0 100 0 Surface Treatment - Slurry Seal 10/1/19 FIFTH 6370381 FIFTH AV VIRGINIA WY SCENIC DR E AC 2 1 343 38 13,034 2/18/22 93 0 73 27 Surface Treatment - Slurry Seal 10/1/19 FIRST 6370317 FIRST AV MAR VISTA AVE SE END P AC 0 1 409 30 12,270 4/8/22 83 51 47 2 Surface Treatment - Slurry Seal 10/1/19 FLAMI 6180174 FLAMINGO RD ORIOLE DR END E AC 2 11 755 28 21,144 2/16/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/17 FLORA 6180664 FLORA ST GLENNEYRE ST CATALINA ST E AC 2 10 350 30 10,500 2/10/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/20 FLORA 6180684 FLORA ST CATALINA ST CARMELITA ST E AC 2 10 350 30 10,500 2/10/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/20 FLORA 6180689 FLORA ST CARMELITA ST SANTA CRUZ ST E AC 2 10 350 34 11,900 2/10/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/20 FONTA 6370563 FONTANA WY DUARTE WY CORONA WY E AC 2 8 125 30 3,762 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 FONTA 6370757 FONTANA WY CORONA WY BONITA WY E AC 2 8 121 30 3,643 2/15/22 93 0 59 41 Surface Treatment - Slurry Seal 11/1/16 FONTA 6370767 FONTANA WY ALTA VISTA WY ENCINA WY E AC 2 8 187 24 4,486 2/15/22 89 0 30 70 Surface Treatment - Slurry Seal 11/1/16 FOURT 6370395 FOURTH AV COAST HY VIRGINIA WY C AC 2 1 200 38 7,602 2/18/22 91 0 100 0 Surface Treatment - Slurry Seal 10/1/19 FOURT 6370399 FOURTH AV VIRGINIA WY SCENIC DR C AC 2 1 529 28 14,812 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 GAINS 6180617 GAINSBOROUGH DR SW END GAINSBOROUGH WY E AC 2 11A 610 22 13,420 4/29/22 87 0 29 71 Surface Treatment - Slurry Seal 5/22/24 GAINS 6180636 GAINSBOROUGH DR GAINSBOROUGH PL GAINSBOROUGH WY E AC 2 11A 186 32 5,948 4/29/22 91 0 43 57 Surface Treatment - Slurry Seal 11/1/20 GAINS 6180709 GAINSBOROUGH DR GAINSBOROUGH PL DIAMOND ST E AC 2 11A 520 22 11,431 4/29/22 89 0 41 59 Surface Treatment - Slurry Seal 5/22/24 GAINS PL 6180631 GAINSBOURGOUGH PL GAINSBOROUGH DR END P AC 2 11A 237 24 5,688 4/29/22 91 46 43 11 Surface Treatment - Slurry Seal 5/22/24 GALEN 6180495 GALEN DR BLUEBIRD CANYON DR END E AC 2 10 493 24 11,833 2/16/22 86 0 31 69 Surface Treatment - Slurry Seal 11/1/16 GAVIO 6180424 GAVIOTA DR BROOKS ST OAK ST E AC 2 13 1,025 36 36,900 2/16/22 94 0 88 12 New Construction - AC 1/1/80 GAVIO 6180492 GAVIOTA DR CRESS ST MOUNTAIN RD E AC 1 10 360 18 6,480 2/16/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 GAVIO 6180510 GAVIOTA DR CRESS ST BROOKS ST E AC 1 13 407 20 8,140 2/16/22 95 0 100 0 New Construction - AC 1/1/84 GOFF 6180047 GOFF ST LEGION ST EL CAMINO DEL MAR E AAC 2 3 570 24 13,680 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 GOFF 6180048 GOFF ST PARK AV LEGION ST E AAC 1 3 694 22 15,258 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 GOFF 6180107 GOFF ST LOS OLIVOS END E AAC 2 3 387 28 10,848 4/6/22 93 33 61 6 Overlay - AC Structural 4/1/22

36 36 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date GRACE 6180150 GRACELAND DR CATALINA ST WILSON ST E AC 2 3 590 34 20,046 2/10/22 94 0 76 24 New Construction - AC 1/1/84 GRAND 6130474 GRANDVIEW ST END HILLCREST DR E AC 2 7 442 32 14,144 2/14/22 94 0 100 0 New Construction - AC 1/1/06 GRIFF 6180004 GRIFFITH PL SOUTH END GRIFFITH WY E AAC 2 3 208 28 5,817 4/29/22 94 60 4 36 Overlay - AC Structural 1/1/22 GRIFF WY 6180005 GRIFFITH WY WENDT TERR END P AAC 0 3 747 31 23,157 4/29/22 90 56 19 25 Overlay - AC Structural 1/1/22 GULL 6370731 GULL CL DAVIS WY MARLIN DR E AC 2 9 266 25 7,448 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 HAROL 6130282 HAROLD DR WEST END POPLAR ST E AC 2 6 729 34 24,779 2/11/22 90 0 100 0 Surface Treatment - Slurry Seal 5/22/25 HAWTH 6130309 HAWTHORNE RD CYPRESS DR MONTEREY DR E AC 2 6 623 36 22,428 2/11/22 82 11 47 42 Surface Treatment - Slurry Seal 5/22/25 HAWTH 6130402 HAWTHORNE RD MONTEREY DR HIGH DR E AC 2 6 454 36 16,326 2/11/22 84 0 28 72 Surface Treatment - Slurry Seal 5/22/25 HEATH 6130505 HEATHER PL HILLCREST DR EAST END E AC 2 7 553 24 13,263 2/11/22 93 0 85 15 New Construction - AC 1/1/90 HERMO 6370769 HERMOSA WY IRIS WY N END E AC 1 8 120 18 2,160 4/8/22 71 0 81 19 Surface Treatment - Slurry Seal 11/1/16 HIGH 6130349 HIGH DR JASMINE ST POPLAR ST C AC 2 6 965 30 28,950 2/11/22 61 61 14 25 Surface Treatment - Slurry Seal 5/22/25 HIGH 6130373 HIGH DR MONTEREY DR JASMINE ST C AC 2 6 1,559 32 49,888 2/11/22 84 32 25 43 Surface Treatment - Slurry Seal 5/22/25 HIGH 6130380 HIGH DR COAST HY MONTEREY DR C AC 2 6 1,100 30 33,000 2/14/22 86 0 68 32 Surface Treatment - Slurry Seal 5/22/25 HIGH 6130397 HIGH DR CLIFF DR COAST HY C AC 2 7 310 24 5,880 2/14/22 100 0 0 0 New Construction - AC 1/1/83 HIGH 6130482 HIGH DR ACACIA DR POPLAR ST C AC 2 6 1,223 32 39,136 2/11/22 83 33 39 28 Surface Treatment - Slurry Seal 5/22/25 HIGHL RD 6370708 HIGHLAND RD SOLANA WY END P AC 0 8 349 30 11,040 4/29/22 84 48 25 27 Surface Treatment - Slurry Seal 11/1/16 HIGHL WY 6370709 HIGHLAND WY HIGHLAND RD WY NYES PL E AC 2 8 475 22 10,441 4/29/22 84 60 29 11 Surface Treatment - Slurry Seal 11/1/16 HILL 6130315 HILL LN ACACIA DR HIGH DR E AC 2 6 455 38 17,290 2/11/22 95 0 100 0 Surface Treatment - Slurry Seal 5/22/25 HILLC 6130464 HILLCREST DR BOAT CANYON DR PINECREST DR C AC 2 7 984 30 29,520 2/14/22 77 0 52 48 New Construction - AC 1/1/87 HILLC 6130573 HILLCREST DR CHIQUITA ST SAN JOAQUIN ST C AC 2 7 853 34 29,002 2/14/22 87 0 100 0 New Construction - AC 1/1/10 HILLC 6130584 HILLCREST DR LOUISE ST LEDROIT ST E AC 2 7 669 32 21,420 2/14/22 87 30 29 41 New Construction - AC 1/1/96 HILLC 6130587 HILLCREST DR NW END LOUISE ST E AC 2 7 148 32 4,748 2/14/22 90 40 40 20 New Construction - AC 1/1/02 HILLC 6130656 HILLCREST DR PINECREST DR CHIQUITA ST C AC 2 7 707 34 24,038 2/14/22 88 0 52 48 New Construction - AC 1/1/90 HILLE 6130097 HILLEDGE DR BLUMONT ST MYSTIC WY E AC 2 12 879 28 24,612 4/8/22 87 27 69 4 Surface Treatment - Slurry Seal 11/1/17 HILLV 6130175 HILLVIEW DR HILLVIEW DR @WYE EAST END E AC 2 2 242 24 5,806 4/7/22 86 19 70 11 Surface Treatment - Slurry Seal 9/1/21 HILLV 6130243 HILLVIEW DR HILLVIEW DR @WYE PARK AV E AC 2 2 109 36 3,925 4/7/22 94 0 100 0 Surface Treatment - Slurry Seal 9/1/21 HILLV 6130245 HILLVIEW DR HILLVIEW DR END E AC 2 2 605 36 21,780 4/7/22 94 40 56 4 Surface Treatment - Slurry Seal 9/1/21 HINKL 6370654 HINKLE PL COAST HY ROUNSEVEL TE E AC 2 8 429 24 5,500 4/7/22 74 46 36 18 Surface Treatment - Slurry Seal 11/1/16 HOLLY 6130295 HOLLY DR CYPRESS DR MONTEREY DR E AC 2 6 625 36 22,500 2/11/22 84 0 34 66 Surface Treatment - Slurry Seal 5/22/25 HOLLY 6130347 HOLLY DR MONTEREY DR HIGH DR E AC 2 6 770 36 27,717 2/11/22 84 0 83 17 Surface Treatment - Slurry Seal 5/22/25 HOLLY 6370483 HOLLY DR ALTA LOMA DR NORTH END E AC 2 1 1,565 26 40,686 2/18/22 90 41 43 16 Surface Treatment - Slurry Seal 10/1/19 HOLLY 6370490 HOLLY DR ALTA LOMA DR OCEAN VIEW ST E AC 2 1 667 32 21,356 2/18/22 91 0 56 44 Surface Treatment - Slurry Seal 10/1/19 IRIS 6370773 IRIS WY ALTA VISTA WY END E AC 2 8 405 22 9,000 4/8/22 95 0 69 31 Surface Treatment - Slurry Seal 11/1/16 JASMI 6130289 JASMINE ST CYPRESS DR MONTEREY DR E AC 2 6 625 38 23,750 2/11/22 93 0 90 10 Surface Treatment - Slurry Seal 5/22/25 JASMI 6130336 JASMINE ST MONTEREY DR HIGH DR E AC 2 6 784 38 29,791 2/11/22 81 0 38 62 Surface Treatment - Slurry Seal 5/22/25 JASMI 6130339 JASMINE ST CLIFF DR COAST HY E AC 2 7 218 32 6,973 4/5/22 74 0 5 95 New Construction - AC 1/1/92 JASMI 6130356 JASMINE ST COAST HY CYPRESS DR E AC 2 6 329 38 12,502 4/5/22 73 0 20 80 Surface Treatment - Slurry Seal 5/22/25 JUANI 6370694 JUANITA WY ALTA VISTA WY END E AC 2 8 578 26 15,028 2/15/22 84 0 26 74 Surface Treatment - Slurry Seal 11/1/16 KATEL 6180316 KATELLA ST SUMMIT DR N END P AC 2 9 302 30 9,060 2/16/22 95 0 100 0 New Construction - AC 1/1/80 KATEL 6180554 KATELLA ST CAPISTRANO AV END (N) E AC 2 9 859 25 18,300 2/15/22 85 37 36 27 Surface Treatment - Slurry Seal 12/1/14 KATEL 6180558 KATELLA ST END (S) CAPISTRANO AV E AC 2 9 717 25 17,925 2/15/22 70 79 18 3 Surface Treatment - Slurry Seal 12/1/14 KENDA 6370734 KENDAL DR BALBOA AVE END E AC 2 9 628 28 21,546 2/18/22 93 0 90 10 Surface Treatment - Slurry Seal 12/1/14 KILO 6370695 KILO WY ALTA VISTA WY END E AC 2 8 578 22 12,716 4/8/22 95 0 82 18 Surface Treatment - Slurry Seal 11/1/16 LA BR 6130565 LA BREA ST COAST HY HILLCREST DR E AC 2 7 620 28 17,360 2/14/22 94 0 100 0 New Construction - AC 1/1/08 LA BR 6130736 LA BREA ST CLIFF DR COAST HY E AC 2 7 439 28 12,279 2/17/22 90 0 91 9 New Construction - AC 1/1/90 LA MI 6180197 LA MIRADA ST ENSENADA AV N END E AC 2 9 874 25 20,163 2/16/22 92 0 75 25 Surface Treatment - Slurry Seal 12/1/14 LA MI 6180330 LA MIRADA ST DEL MAR AV ENSENADA AV C AC 2 9 430 25 12,450 2/15/22 89 0 100 0 Surface Treatment - Slurry Seal 12/1/14 LA MI 6180540 LA MIRADA ST CORTEZ AV DEL MAR AV C AC 2 9 860 25 21,500 2/15/22 85 56 44 0 Surface Treatment - Slurry Seal 12/1/14 LA MI 6180542 LA MIRADA ST BONITA WY CORTEZ AV C AC 2 9 298 25 7,450 2/15/22 67 47 43 10 Surface Treatment - Slurry Seal 12/1/14 LA VI 6130021 LA VISTA DR NW END MANZANITA DR E AC 2 12 407 22 8,949 4/8/22 83 13 58 29 Surface Treatment - Slurry Seal 11/1/17 LAGUN AV 6180099 LAGUNA AV COAST HY EL PASEO ST P PCC 2 0 148 30 4,440 4/29/22 83 25 42 33 New Construction - PCC 6/1/99 LAGUN AV 6180101 LAGUNA AV COAST HY GLENNEYRE ST P AAC 2 3 298 32 9,536 5/22/22 100 0 0 0 Overlay - AC Structural 5/22/22 LAGUN 6130143 LAGUNA CYN RD FRONTAGE LAGUNA CANYON RD WOODLAND DR E AC 1 13 1,305 34 44,363 4/4/22 86 17 52 31 New Construction - AC 1/1/10 LAVEN 6180164 LAVENDER LN MORNINGSIDE DR NE END E AC 2 11 172 36 6,210 2/16/22 93 0 70 30 Surface Treatment - Slurry Seal 11/1/16 LEDRO L 6130509 LEDROIT LN SUNSET RIDGE DR END P AC 0 7 185 26 4,810 2/14/22 90 0 100 0 New Construction - AC 1/1/80 LEDRO 6130510 LEDROIT ST LEDROIT ST @WYE NE END E AC 2 7 38 60 2,296 4/7/22 90 0 89 11 New Construction - AC 1/1/82 LEDRO 6130563 LEDROIT ST COAST HY LEDROIT ST E AC 2 7 550 32 17,600 4/7/22 79 33 40 27 New Construction - AC 1/1/82 LEDRO 6130578 LEDROIT ST LEDROIT ST @WYE SUNSET RIDGE DR E AC 2 7 892 32 28,546 4/7/22 81 13 32 55 New Construction - AC 1/1/87 LEDRO 6130581 LEDROIT ST LEDROIT ST @WYE SE END E AC 2 7 129 46 5,939 2/14/22 86 0 100 0 New Construction - AC 1/1/07 LEGIO 6180046 LEGION ST CATALINA ST PARK AV E AC 2 3 781 42 32,802 2/17/22 41 69 31 0 New Construction - AC 1/1/87 LEGIO 6180076 LEGION ST COAST HY CATALINA ST E AAC 2 3 586 42 24,612 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 LINDE 6130276 LINDEN ST HIGH DR NORTH END E AC 2 6 516 28 7,532 2/11/22 90 0 61 39 Surface Treatment - Slurry Seal 5/22/25 LINDE 6130335 LINDEN ST CYPRESS DR HIGH DR P AC 2 6 772 28 21,616 2/11/22 92 0 100 0 Surface Treatment - Slurry Seal 5/22/25 LOCUS 6130284 LOCUST ST CYPRESS DR MONTEREY DR E AC 2 6 625 36 22,500 2/11/22 91 39 61 0 Surface Treatment - Slurry Seal 5/22/25 LOCUS 6130312 LOCUST ST MONTEREY DR HIGH DR E AC 2 6 716 36 25,760 2/11/22 87 38 44 18 Surface Treatment - Slurry Seal 5/22/25 LOMA 6130117 LOMA TERR S END N END E AC 2 4 920 28 25,760 2/17/22 61 48 18 34 New Construction - AC 1/1/08 LOMA 6130119 LOMA TERR THIRD ST LOMA TE E AC 2 4 185 26 4,811 2/17/22 83 0 80 20 New Construction - AC 1/1/81 LOMBA 6180112 LOMBARDY LN WILSON ST TEMPLE TE E AC 2 13 627 26 16,290 2/16/22 90 0 100 0 New Construction - AC 1/1/10 LOMBA 6180122 LOMBARDY LN ANITA ST WILSON ST E AC 2 13 579 28 16,210 2/16/22 91 0 65 35 New Construction - AC 1/1/10 LOMIT 6370697 LOMITA WY ALTA VISTA WY END E AC 2 8 459 20 9,189 4/8/22 91 29 49 22 Surface Treatment - Slurry Seal 11/1/16 LOOKO 6130491 LOOKOUT DR POPLAR ST END E AC 2 6 497 30 14,910 2/11/22 82 51 49 0 Surface Treatment - Slurry Seal 5/22/25 LORET 6370088 LORETTA DR BOLSANA DR SE END E AC 2 9 540 32 16,198 4/29/22 75 0 43 57 Surface Treatment - Slurry Seal 12/1/14 LOS O 6180055 LOS OLIVOS GLENNEYRE ST CATALINA ST E AAC 2 3 287 38 10,906 2/17/22 95 0 100 0 Overlay - AC Structural 1/1/22

37 37 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date LOS R 6180095 LOS ROBLES EL CAMINO DEL MAR EL BOSQUE E AAC 2 3 769 36 27,684 2/17/22 87 0 28 72 Overlay - AC Structural 1/1/22 LOUIS 6130508 LOUISE ST WEST END LOUISE ST @WYE E AC 2 7 88 28 2,456 2/14/22 69 26 51 23 New Construction - AC 1/1/81 LOUIS 6130585 LOUISE ST LEDROIT ST HILLCREST ST E AC 2 7 884 30 26,520 2/14/22 66 56 14 30 New Construction - AC 1/1/87 LOWER 6130409 LOWER CLIFF DR CLIFF DR BEACH ST E AC 2 6 1,050 20 20,997 4/7/22 77 82 16 2 Surface Treatment - Slurry Seal 5/22/25 MADIS 6180206 MADISON PL BLUEBIRD CANYON DR END E AC 2 11 701 26 19,426 2/16/22 85 0 33 67 Surface Treatment - Slurry Seal 11/1/16 MAGNO 6130293 MAGNOLIA DR JASMINE ST ASTER ST E AC 2 6 640 30 19,200 2/11/22 83 36 29 35 Surface Treatment - Slurry Seal 5/22/25 MANZA 6130092 MANZANITA DR PARK AV LA VISTA DR E AC 2 12 679 34 23,071 4/4/22 74 55 30 15 Surface Treatment - Slurry Seal 11/1/17 MANZA 6130109 MANZANITA DR LA VISTA DR SKYLINE DR E AC 2 12 812 36 29,230 4/8/22 80 52 33 15 Surface Treatment - Slurry Seal 11/1/17 MAR V 6180176 MAR VISTA AVE TERRACE WY NE END E AC 2 8 287 24 6,895 4/6/22 72 44 25 31 Surface Treatment - Slurry Seal 12/1/14 MAR V 6370321 MAR VISTA AVE SUNSET AV EAST END E AC 2 1 196 38 7,450 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 MAR V 6370366 MAR VISTA AVE EAGLEROCK WY THIRD AV E AC 2 1 614 26 15,964 2/18/22 90 51 49 0 Surface Treatment - Slurry Seal 10/1/19 MAR V 6370370 MAR VISTA AVE SUNSET AV THIRD AV E AC 2 1 674 26 17,519 2/18/22 92 0 100 0 Surface Treatment - Slurry Seal 10/1/19 MAR V 6370434 MAR VISTA AVE EAGLEROCK WY END E AC 2 1 340 26 8,840 4/8/22 86 80 17 3 Surface Treatment - Slurry Seal 10/1/19 MARIL 6370611 MARILYN DR OCEAN VIEW VISTA DR NORTH END E AC 2 1A 621 26 16,152 4/8/22 80 30 42 28 Surface Treatment - Slurry Seal 11/1/20 MARIL 6370628 MARILYN DR WESLEY DR OCEAN VIEW VISTA DR E AC 2 1A 741 32 23,709 4/8/22 86 62 38 0 Surface Treatment - Slurry Seal 11/1/20 MARIN 6130747 MARINE DR CLIFF DR CLIFF DR E AC 2 7 795 34 27,030 4/7/22 88 49 24 27 New Construction - AC 1/1/02 MARIO 6370705 MARION WY NW END DUMOND DR E AC 2 8 139 28 3,903 4/29/22 94 0 75 25 Surface Treatment - Slurry Seal 11/1/16 MARLI 6370733 MARLIN DR KENDAL DR GULL CL E AC 2 9 717 24 11,483 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 MCAUL 6370722 MCAULAY PL VICTORIA DR COAST HY E AC 2 8 454 28 12,714 4/29/22 90 0 24 76 Surface Treatment - Slurry Seal 11/1/16 MCKNI 6130707 MCKNIGHT DR COAST HY S END E AC 2 7 995 32 31,840 2/14/22 80 50 22 28 New Construction - AC 1/1/95 MEADO 6180254 MEADOWLARK DR ORIOLE DR END E AC 2 11 720 24 17,280 2/16/22 91 0 100 0 Surface Treatment - Slurry Seal 11/1/17 MEADO LN 6180170 MEADOWLARK LN MEADOWLARK DR END P AC 2 11 532 32 18,224 2/16/22 91 0 100 0 Surface Treatment - Slurry Seal 11/1/17 MERMA 6130059 MERMAID ST THIRD ST LOMA TERR E AC 2 4 187 28 5,250 2/17/22 93 0 100 0 New Construction - AC 1/1/82 MERMA 6130068 MERMAID ST GLENNEYRE ST THIRD ST E AC 2 4 602 34 20,468 2/17/22 79 0 55 45 New Construction - AC 1/1/09 MIRAM 6180344 MIRAMAR ST DEL MAR AV END (N) E AC 2 9 859 25 10,750 2/15/22 92 0 100 0 Surface Treatment - Slurry Seal 12/1/14 MIRAM 6180550 MIRAMAR ST CORTEZ AV DEL MAR AV E AC 2 9 860 25 21,500 2/15/22 81 49 22 29 Surface Treatment - Slurry Seal 12/1/14 MONTE 6130396 MONTEREY ST LINDEN ST JASMINE ST C AC 1 6 1,280 30 38,400 2/14/22 88 0 46 54 Surface Treatment - Slurry Seal 5/22/25 MONTE 6130399 MONTEREY ST JASMINE ST HIGH DR C AC 1 6 1,221 30 36,630 2/14/22 80 0 35 65 Surface Treatment - Slurry Seal 5/22/25 MONTE 6370406 MONTEREY ST EAGLEROCK WY WEST ST E AC 2 1 753 28 21,084 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 MONTE 6370478 MONTEREY ST WEST ST BROOKS ST E AC 2 1 594 28 16,632 2/18/22 90 0 78 22 Surface Treatment - Slurry Seal 10/1/19 MONTE 6370537 MONTEREY ST BROOKS ST S BROOKS ST N E AC 1 1 1,744 38 66,273 2/18/22 91 0 66 34 Surface Treatment - Slurry Seal 10/1/19 MOORE 6130008 MOOREA WY SKYLINE DR EAST END E AC 2 12 470 24 11,287 4/7/22 76 26 58 16 Surface Treatment - Slurry Seal 11/1/17 MORNI CIR 6180217 MORNINGSIDE CIR MORNINGSIDE DR END P AC 2 11 79 31 2,449 2/16/22 96 0 38 62 Surface Treatment - Slurry Seal 11/1/16 MORNI 6180246 MORNINGSIDE DR LAVENDER LN BLUEBIRD CANYON DR E AC 2 11 1,353 32 43,296 2/16/22 84 64 36 0 Surface Treatment - Slurry Seal 11/1/16 MORNI 6180248 MORNINGSIDE DR STARLIT DR LAVENDER LN E AC 2 11 1,327 32 42,464 2/16/22 90 0 60 40 Surface Treatment - Slurry Seal 11/1/16 MORNI 6180250 MORNINGSIDE DR RANCHO LAGUNA RD STARLIT DR E AC 2 11 2,248 32 71,952 2/16/22 85 0 83 17 Surface Treatment - Slurry Seal 11/1/16 MOSS 6370751 MOSS ST CATALINA ST SOUTH END E AC 2 10 620 28 17,360 2/11/22 96 0 100 0 Surface Treatment - Slurry Seal 11/1/20 MOSS 6370756 MOSS ST OCEAN WY COAST HY E AC 2 10 231 36 8,308 2/17/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 MOUNT 6180456 MOUNTAIN RD CATALINA ST CRESS ST E AC 2 10 944 42 39,648 2/10/22 84 19 31 50 Surface Treatment - Slurry Seal 11/1/16 MOUNT 6180476 MOUNTAIN RD COAST HY CATALINA ST E AC 2 10 566 42 23,772 2/10/22 78 52 22 26 Surface Treatment - Slurry Seal 11/1/16 MOUNT 6180489 MOUNTAIN RD S END COAST HY E AC 2 10 190 36 6,840 2/16/22 93 0 100 0 Surface Treatment - Slurry Seal 11/1/16 MOUNT V 6130161 MOUNTAIN VIEW DR TEMPLE HILLS DR END P AC 2 2 581 34 19,754 4/6/22 93 36 64 0 Surface Treatment - Slurry Seal 9/15/21 MOUNT V 6130164 MOUNTAIN VIEW DR TYROL DR END P AC 2 2 292 34 11,178 4/5/22 96 0 70 30 Surface Treatment - Slurry Seal 9/15/21 MOUNT V 6130199 MOUNTAIN VIEW DR TEMPLE HILLS DR TYROL DR P AC 0 2 1,648 34 56,032 4/6/22 95 0 100 0 Surface Treatment - Slurry Seal 9/15/21 MYRTL 6130300 MYRTLE ST MONTEREY DR HIGH DR E AC 2 6 643 36 23,149 2/11/22 91 0 47 53 Surface Treatment - Slurry Seal 5/22/25 MYRTL 6130364 MYRTLE ST CYPRESS DR MONTEREY DR E AC 2 6 625 36 22,500 2/11/22 95 0 100 0 Surface Treatment - Slurry Seal 5/22/25 MYRTL 6130381 MYRTLE ST COAST HY CYPRESS DR E AC 2 6 330 34 11,220 2/11/22 92 0 43 57 Surface Treatment - Slurry Seal 5/22/25 MYRTL 6130382 MYRTLE ST CLIFF DR COAST HY E AC 2 7 340 30 10,197 4/5/22 92 37 63 0 New Construction - AC 1/1/94 MYSTI LN 6130019 MYSTIC LN MYSTIC WY END P AC 0 12 177 18 3,186 4/8/22 84 10 86 4 Surface Treatment - Slurry Seal 11/1/17 MYSTI V 6130013 MYSTIC VIEW MYSTIC WY END P AC 0 12 1,144 26 29,744 4/8/22 93 0 62 38 Surface Treatment - Slurry Seal 11/1/17 MYSTI 6130054 MYSTIC WY SKYLINE DR VISTA LN E AC 2 12 1,375 24 33,000 4/8/22 94 0 40 60 Surface Treatment - Slurry Seal 11/1/17 MYSTI 6130096 MYSTIC WY HILLEDGE DR VISTA LN E AC 2 12 1,359 36 48,924 4/8/22 84 52 46 2 Surface Treatment - Slurry Seal 11/1/17 NESTA 6130163 NESTALL RD MOUNTAIN VIEW DR END E AC 2 2 757 32 24,214 4/6/22 91 30 70 0 Surface Treatment - Slurry Seal 9/15/21 NIDO 6370787 NIDO WY ALTA VISTA WY END E AC 2 8 715 26 16,172 4/8/22 83 67 13 20 Surface Treatment - Slurry Seal 11/1/16 NINTH 6370252 NINTH AV COAST HY VIRGINIA WY E AC 2 1 200 24 4,800 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 NINTH 6370258 NINTH AV VIRGINIA WY LUPIN PL E AC 2 1 579 24 13,896 2/18/22 93 0 61 39 Surface Treatment - Slurry Seal 10/1/19 NORIA 6180326 NORIA ST ENSENADA AV END E AC 2 9 1,023 26 27,534 2/15/22 92 0 41 59 Surface Treatment - Slurry Seal 12/1/14 NYES 6370619 NYES PL END (S) COAST HWY C AC 2 8 315 30 9,450 4/8/22 84 55 29 16 Surface Treatment - Slurry Seal 11/1/16 NYES 6370621 NYES PL HIGHLAND RD BALBOA AV C AC 2 8 3,918 38 135,560 2/15/22 90 0 69 31 Surface Treatment - Slurry Seal 11/1/16 NYES 6370669 NYES PL COAST HWY HIGHLAND WY C AC 2 8 215 30 6,450 4/8/22 88 36 64 0 Surface Treatment - Slurry Seal 11/1/16 OAK S 6180125 OAK ST WILSON ST TEMPLE TERR E AC 2 13 524 38 19,923 2/10/22 80 42 58 0 New Construction - AC 1/1/90 OAK S 6180126 OAK ST CATALINA ST WILSON ST E AC 2 13 805 38 30,586 2/10/22 92 0 94 6 New Construction - AC 1/1/02 OAK S 6180181 OAK ST TEMPLE TE EAST END E AC 2 13 567 28 15,875 4/29/22 94 0 28 72 New Construction - AC 1/1/86 OAK S 6180432 OAK ST GAVIOTA DR COAST HY E AC 2 13 147 38 5,605 2/16/22 94 0 69 31 New Construction - AC 1/1/82 OAK S 6180460 OAK ST COAST HY CATALINA ST E AC 2 13 566 38 21,508 2/10/22 94 0 100 0 New Construction - AC 1/1/90 OCEAN A 6130081 OCEAN AV BEACH ST THIRD ST P AC 0 4 801 42 33,642 4/8/22 70 74 26 0 New Construction - AC 1/1/80 OCEAN A 6130083 OCEAN AV COAST HY BEACH ST P AC 0 4 760 42 31,920 4/8/22 77 50 49 1 New Construction - AC 1/1/80 OCEAN FRO 6180509 OCEAN FRONT BROOKS ST END P AC 2 13 408 20 8,160 4/8/22 85 75 4 21 New Construction - AC 1/1/80 OCEAN V 6370535 OCEAN VIEW ST MONTEREY ST HOLLY DR P AC 2 1 480 24 11,520 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 OCEAN VIEW 6370610 OCEAN VIEW VISTA DR MARILYN DR END P AC 2 1A 360 31 11,160 4/8/22 92 26 74 0 Surface Treatment - Slurry Seal 11/1/20 OCEAN VIEW 6370625 OCEAN VIEW VISTA DR DRIFTWOOD DR END P AC 0 1A 1,007 31 31,217 4/8/22 84 19 43 38 Surface Treatment - Slurry Seal 11/1/20 OCEAN VIEW 6370629 OCEAN VIEW VISTA DR MARILYN DR DRIFTWOOD DR P AC 2 1A 407 31 12,617 4/8/22 87 24 68 8 Surface Treatment - Slurry Seal 11/1/20 OCEAN 6180621 OCEAN WY AGATE ST PEARL ST E AC 2 10 354 36 12,730 2/17/22 91 0 48 52 Surface Treatment - Slurry Seal 11/1/16

38 38 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date OCEAN 6180644 OCEAN WY PEARL ST DIAMOND ST E AC 2 10 750 36 27,015 2/17/22 89 0 44 56 Surface Treatment - Slurry Seal 11/1/16 OCEAN 6180646 OCEAN WY RUBY ST MOSS ST E AC 2 10 350 36 12,606 2/17/22 92 0 52 48 Surface Treatment - Slurry Seal 11/1/16 OCEAN 6180652 OCEAN WY DIAMOND ST RUBY ST E AC 2 10 347 26 9,015 2/17/22 92 0 56 44 Surface Treatment - Slurry Seal 11/1/16 OLIVE 6130277 OLIVE ST HIGH DR NE END E AC 2 6 283 30 8,500 2/11/22 83 0 32 68 Surface Treatment - Slurry Seal 5/22/25 ORIOL 6180168 ORIOLE DR ORIOLE DR EAST END E AC 2 11 40 28 1,118 2/16/22 81 0 100 0 New Construction - AC 1/1/76 ORIOL 6180253 ORIOLE DR BLUEBIRD CANYON DR FLAMIINGO RD E AC 2 11 1,179 32 37,728 2/16/22 89 0 90 10 Surface Treatment - Slurry Seal 11/1/17 ORO S 6180333 ORO ST CAPISTRANO AV DEL MAR AV E AC 2 9 430 25 10,750 2/15/22 79 0 80 20 Surface Treatment - Slurry Seal 12/1/14 OSGOO 6180626 OSGOOD CT SW END CATALINA ST E AC 1 10 175 18 3,150 4/29/22 90 0 100 0 Surface Treatment - Slurry Seal 11/1/20 OSGOO 6180627 OSGOOD CT CATALINA ST NE END E AC 1 10 275 18 4,950 4/29/22 88 0 100 0 Surface Treatment - Slurry Seal 11/1/20 PACIF 6130009 PACIFIC AV CORAL DR END E AC 2 12 343 28 9,660 4/7/22 95 0 63 37 Surface Treatment - Slurry Seal 5/22/24 PACIF 6130045 PACIFIC AV SKYLINE DR CORAL DR E AC 2 12 719 28 20,132 4/7/22 93 35 65 0 Surface Treatment - Slurry Seal 5/22/24 PACVISTA 6180632 PACIFIC VISTA GAINSBOROUGH DR END P AC 2 9 485 18 8,730 4/29/22 88 0 32 68 Surface Treatment - Slurry Seal 5/22/24 PALA 6370561 PALA WY ALTA VISTA WY AVENUE W E AC 1 8 363 14 5,083 4/8/22 84 0 86 14 Surface Treatment - Slurry Seal 11/1/16 PALA 6370698 PALA WY ALTA VISTA WY END E AC 1 8 221 14 3,094 4/8/22 94 0 88 12 Surface Treatment - Slurry Seal 11/1/16 PALM 6130177 PALM DR TEMPLE HILLS DR NE END E AC 2 8 367 30 11,019 4/6/22 87 46 35 19 Surface Treatment - Slurry Seal 12/1/14 PALME 6180409 PALMER PL CATALINA ST END E AC 2 10 225 32 7,200 2/10/22 92 0 42 58 Surface Treatment - Slurry Seal 11/1/16 PANOR 6130588 PANORAMA DR SUNSET RIDGE DR ELEANOR LN E AC 2 7 847 26 22,022 2/14/22 82 37 43 20 New Construction - AC 1/1/81 PANOR 6130590 PANORAMA DR ELEANOR LN END E AC 2 7 341 36 12,276 2/14/22 94 0 87 13 New Construction - AC 1/1/82 PARK 6130100 PARK AV BLUMONT ST ST ANNS DR C AC 2 3 983 38 37,354 4/4/22 73 49 50 1 New Construction - AC 1/1/01 PARK 6130111 PARK AV ST ANNS DR WENDT TERR C AC 2 3 1,015 38 38,570 2/17/22 73 0 95 5 New Construction - AC 1/1/85 PARK 6130150 PARK AV GLENNEYRE ST BLUMONT ST C AAC 2 3 1,327 38 50,426 5/22/25 100 0 0 0 Overlay - AC Structural 5/22/25 PARK 6130215 PARK AV BERN DR S ALTA LAGUNA BLVD C AC 2 2 598 64 38,272 4/5/22 90 0 100 0 Surface Treatment - Slurry Seal 9/15/21 PARK 6130216 PARK AV TAHITI AV HIDDEN VALLEY RD C AC 2 12 1,039 48 49,872 4/7/22 79 46 54 0 Surface Treatment - Slurry Seal 11/1/17 PARK 6130244 PARK AV TAHITI AV BERN DR S C AC 2 2 1,993 48 95,664 4/5/22 91 29 71 0 Surface Treatment - Slurry Seal 9/15/21 PARK 6130255 PARK AV WENDT TERR HIDDEN VALLEY CANYON RD C AC 2 12 3,300 42 138,600 4/5/22 80 45 52 3 Surface Treatment - Slurry Seal 11/1/17 PARK 6180153 PARK AV COAST HY EAST END C AC 2 4 185 34 6,296 4/29/22 70 54 17 29 New Construction - AC 1/1/84 PARK P 6130165 PARK PL ALTA LAGUNA BLVD END P AC 2 2 426 36 15,336 4/5/22 98 0 100 0 Surface Treatment - Slurry Seal 9/15/21 PASEO 6370474 PASEO DEL SUR RICO RD EAST END E AC 2 1 515 28 14,432 4/8/22 92 0 100 0 Surface Treatment - Slurry Seal 10/1/19 PASEO 6370534 PASEO DEL SUR TOTO LOMA LN RICO RD E AC 2 1 831 28 23,261 4/8/22 99 0 100 0 Surface Treatment - Slurry Seal 10/1/19 PEARL 6180630 PEARL ST SANTA CRUZ ST SUMMIT DR E AC 2 10 860 26 22,360 2/16/22 100 0 0 0 Surface Treatment - Slurry Seal 11/1/20 PEARL 6180641 PEARL ST OCEAN WY COAST HY E AC 2 10 260 34 8,840 4/7/22 90 38 57 5 Surface Treatment - Slurry Seal 11/1/16 PEARL 6180642 PEARL ST COAST HY CATALINA ST E AC 2 10 714 38 27,132 2/10/22 94 0 83 17 Surface Treatment - Slurry Seal 11/1/20 PEARL 6180656 PEARL ST CATALINA ST CENTER ST E AC 2 10 600 28 16,800 2/10/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/20 PEDRO 6370552 PEDRO ST BROOKS ST SE BROOKS ST NW E AC 2 1 1,347 24 32,333 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 PELIC 6370682 PELICAN ST GULL CL NORTH END E AC 2 9 376 24 9,022 2/18/22 84 40 41 19 Surface Treatment - Slurry Seal 12/1/14 PINEC 6130660 PINECREST DR HILLCREST DR END E AC 2 7 907 24 21,768 2/11/22 90 0 51 49 New Construction - AC 1/1/78 PITCA 6130007 PITCAIRN PL PACIFIC AV NORTH END E AC 2 12 98 28 2,754 4/7/22 96 0 100 0 Surface Treatment - Slurry Seal 11/1/17 POPLA 6130265 POPLAR ST CYPRESS DR MONTEREY DR E AC 2 6 492 38 18,703 2/14/22 87 51 21 28 Surface Treatment - Slurry Seal 5/22/25 POPLA 6130394 POPLAR ST MONTEREY DR HIGH DR E AC 2 6 715 38 27,169 2/11/22 88 0 54 46 Surface Treatment - Slurry Seal 5/22/25 POPLA 6130488 POPLAR ST HIGH DR HAROLD DR E AC 2 6 684 34 23,247 2/11/22 65 0 20 80 Surface Treatment - Slurry Seal 5/22/25 POPLA 6130490 POPLAR ST HAROLD DR LOOKOUT DR E AC 2 6 225 38 8,536 2/11/22 81 0 28 72 Surface Treatment - Slurry Seal 5/22/25 QUEDA 6370699 QUEDA WY ALTA VISTA WY W END E AC 2 8 475 20 9,501 4/8/22 93 0 51 49 Surface Treatment - Slurry Seal 11/1/16 QUEDA 6370713 QUEDA WY ALTA VISTA WY E END E AC 2 8 263 26 6,846 4/8/22 97 0 68 32 Surface Treatment - Slurry Seal 11/1/16 QUIVE 6180350 QUIVERA ST CORTEZ AV CAPISTRANO AV E AC 1 9 430 20 9,458 2/15/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 QUIVE 6180362 QUIVERA ST ALISOS AV CORTEZ AV E AC 1 9 352 20 7,738 2/15/22 94 0 74 26 Surface Treatment - Slurry Seal 12/1/14 RADCL 6180628 RADCLIFF CT SW END CATALINA ST E AC 1 10 175 22 3,850 2/11/22 82 0 52 48 Surface Treatment - Slurry Seal 11/1/16 RADCL 6180701 RADCLIFF CT CATALINA ST N END E AC 1 10 110 22 2,420 2/11/22 90 0 68 32 Surface Treatment - Slurry Seal 11/1/16 RAMON 6180003 RAMONA AV LEGION ST SE END E AAC 2 3 733 28 20,518 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 RAMON 6180103 RAMONA AV LEGION ST BEGIN PAVER STONES E AAC 2 3 508 38 19,304 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 RANCHO LAG 6180260 RANCHO LAGUNA RD BLUEBIRD CANYON DR MORNINGSIDE DR P AC 2 11 575 31 17,825 2/16/22 88 19 81 0 Surface Treatment - Slurry Seal 11/1/16 RANDA 6180394 RANDALL WY SANTA CRUZ ST END E AC 2 10 339 28 9,499 2/10/22 94 0 100 0 Surface Treatment - Slurry Seal 11/1/16 REED 6180058 REED ST PARK AV LEGION ST E AAC 2 3 253 30 7,600 2/17/22 93 0 73 27 Overlay - AC Structural 1/1/22 REGAT 6180249 REGATTA RD BLUEBIRD CANYON DR MORNINGSIDE DR E AC 2 11 589 24 14,138 2/16/22 92 0 90 10 Surface Treatment - Slurry Seal 11/1/16 REGAT 6180251 REGATTA RD BLUEBIRD CANYON DR SW BLUEBIRD CANYON DR NE E AC 2 11 1,001 26 26,035 2/16/22 85 27 32 41 Surface Treatment - Slurry Seal 11/1/16 REMBR 6180192 REMBRANDT DR VAN DYKE DR NORTH END E AC 2 11 1,101 18 19,825 2/16/22 81 63 20 17 Surface Treatment - Slurry Seal 11/1/17 REMBR 6180286 REMBRANDT DR VAN DYKE DR SUMMIT DR E AC 2 11 67 24 1,598 4/29/22 88 59 41 0 Surface Treatment - Slurry Seal 11/1/17 RICO 6370473 RICO RD PASEO DEL SUR EAST END E AC 2 1 269 28 7,524 4/8/22 83 18 82 0 Surface Treatment - Slurry Seal 10/1/19 RIDGE 6130242 RIDGE DR ALTA LAGUNA BLVD TYROL DR E AC 2 2 535 34 18,190 4/5/22 93 0 100 0 Surface Treatment - Slurry Seal 9/15/21 RIMCR 6130173 RIMCREST CL RIDGE DR NW END E AC 2 2 349 28 9,772 4/5/22 92 0 93 7 Surface Treatment - Slurry Seal 9/15/21 ROSA 6130343 ROSA BONHEUR CYPRESS DR CLIFF DR C AC 2 6 290 32 9,280 4/5/22 80 63 37 0 Surface Treatment - Slurry Seal 5/22/25 ROSE 6130301 ROSE PL HIGH DR HAWTHORNE RD E AC 2 6 164 26 4,276 2/14/22 95 0 100 0 Surface Treatment - Slurry Seal 5/22/25 ROUNS 6370649 ROUNSEVEL TE ASHTON DR END E AC 2 8 760 30 10,031 4/7/22 80 0 75 25 Surface Treatment - Slurry Seal 11/1/16 RUBY PL 6180700 RUBY PL RUBY ST PRIVATE DR P AC 0 10 175 31 5,425 2/11/22 93 0 59 41 Surface Treatment - Slurry Seal 11/1/16 RUBY 6180650 RUBY ST OCEAN WY COAST HWY E AC 2 10 230 36 8,282 2/17/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 RUBY 6180651 RUBY ST COAST HY GLENNEYRE ST E AC 2 10 305 36 10,980 2/11/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/20 RUBY 6180678 RUBY ST GLENNEYRE ST RUBY PL E AC 2 10 516 24 12,384 2/11/22 82 54 46 0 Surface Treatment - Slurry Seal 11/1/16 SAMOA 6130005 SAMOA WY SKYLINE DR END E AC 2 12 293 22 6,446 4/7/22 87 0 96 4 Surface Treatment - Slurry Seal 11/1/17 SAN C 6370686 SAN CLEMENTE ST ALTA VISTA WY END E AC 2 8 359 18 4,626 4/8/22 95 0 100 0 Surface Treatment - Slurry Seal 11/1/16 SANJOAQ 6370266 SAN JOAQUIN COAST HY HILLCREST DR P AC 0 7 620 26 16,120 2/14/22 85 0 35 65 New Construction - AC 1/1/80 SAN JOSE 7000004 SAN JOSE ST CAPISTRANO AVE END E AC 0 9 61 25 1,285 2/15/22 73 55 13 32 Surface Treatment - Slurry Seal 12/1/14 SAN R 6130239 SAN REMO DR TEMPLE HILLS DR SW TEMPLE HILLS DR NE E AC 2 8 1,336 24 32,056 4/6/22 77 69 31 0 Surface Treatment - Slurry Seal 12/1/14 SANDP 6370685 SANDPIPER DR WEST END DAVIS WY E AC 2 9 157 21 3,445 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 12/1/14 SANTA ANA 7000006 SANTA ANA ST DEL MAR AV CORTEZ AVE E AC 0 9 830 20 16,600 2/15/22 90 38 41 21 Surface Treatment - Slurry Seal 12/1/14

39 39 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date SANTA ANA 7000007 SANTA ANA ST CORTEZ AVE END E AC 0 9 180 20 3,600 2/15/22 95 0 100 0 Surface Treatment - Slurry Seal 12/1/14 SANTA 6180471 SANTA CRUZ ST CALLIOPE ST MOUNTAIN RD P AC 2 10 434 28 12,152 2/10/22 90 55 45 0 Surface Treatment - Slurry Seal 11/1/16 SANTA 6180473 SANTA CRUZ ST BLUEBIRD CANYON DR END E AC 2 10 375 28 10,500 2/10/22 93 0 44 56 Surface Treatment - Slurry Seal 11/1/20 SANTA 6180694 SANTA CRUZ ST PEARL ST BLUEBIRD CANYON DR E AC 2 10 620 20 12,400 2/10/22 93 0 60 40 Surface Treatment - Slurry Seal 11/1/20 SCENI 6370382 SCENIC DR THIRD AV SECOND AV E AC 2 1 349 28 9,772 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 SCENI 6370388 SCENIC DR FOURTH AV THIRD AV E AC 2 1 356 28 9,968 2/18/22 95 0 100 0 Surface Treatment - Slurry Seal 10/1/19 SCENI 6370393 SCENIC DR FIFTH AV FOURTH AV E AC 2 1 354 28 9,922 2/18/22 93 0 93 7 Surface Treatment - Slurry Seal 10/1/19 SCENI 6370674 SCENIC DR SECOND AV EAGLEROCK WY E AC 2 1 252 22 5,544 2/18/22 94 0 83 17 Surface Treatment - Slurry Seal 10/1/19 SEAVI 6180115 SEAVIEW ST WILSON ST TEMPLE TERR E AC 2 13 812 30 24,373 2/10/22 83 0 64 36 Surface Treatment - Slurry Seal 11/1/16 SEAVI 6180118 SEAVIEW ST AVALON AV WILSON ST E AC 2 13 398 30 11,940 2/10/22 77 34 36 30 Surface Treatment - Slurry Seal 11/1/16 SEAVI 6180120 SEAVIEW ST CATALINA ST AVALON AV E AC 2 13 303 30 9,105 2/16/22 93 0 86 14 New Construction - AC 1/1/10 SECON 6370386 SECOND AV COAST HY VIRGINIA WY E AC 2 1 200 36 7,201 2/18/22 90 0 100 0 Surface Treatment - Slurry Seal 10/1/19 SECON 6370403 SECOND AV VIRGINIA WY SCENIC DR E AC 2 1 900 24 21,600 2/18/22 93 0 79 21 Surface Treatment - Slurry Seal 10/1/19 SECON ST 6130064 SECOND ST MERMAID ST FOREST AV P AC 2 4 481 42 20,202 2/17/22 93 15 62 23 New Construction - AC 1/1/80 SEVEN 6370378 SEVENTH AV COAST HY END E AC 2 1 401 34 13,634 2/18/22 59 76 6 18 Surface Treatment - Slurry Seal 10/1/19 SHADO 6180462 SHADOW LN CATALINA ST CARMELITA ST E AC 2 10 499 44 21,956 2/10/22 89 48 23 29 Surface Treatment - Slurry Seal 11/1/16 SHORT 6180073 SHORT ST LEGION ST EL CAMINO DEL MAR E AAC 2 3 402 40 16,082 4/4/22 89 61 39 0 Overlay - AC Structural 1/1/22 SKYLI 6130004 SKYLINE DR ATLANTIC WY EAST END C AC 2 12 169 36 6,089 4/7/22 83 52 46 2 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130041 SKYLINE DR PACIFIC AV ATLANTIC WY C AC 2 12 1,033 34 35,116 4/7/22 89 0 100 0 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130043 SKYLINE DR SAMOA WY PACIFIC AV C AC 2 12 863 36 31,074 4/7/22 88 24 74 2 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130048 SKYLINE DR CORONADO DR SAMOA WY C AC 2 12 1,809 38 68,742 4/7/22 84 38 62 0 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130053 SKYLINE DR VISTA LN CORONADO DR C AC 2 12 1,138 38 43,244 4/7/22 84 39 55 6 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130108 SKYLINE DR PARK AV MANZANITA DR C AC 2 12 249 26 6,478 4/7/22 92 38 62 0 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130112 SKYLINE DR MANZANITA DR VISTA LN C AC 2 12 1,279 30 38,355 4/7/22 80 39 30 31 Surface Treatment - Slurry Seal 11/1/17 SLEEP 6180080 SLEEPY HOLLOW LN CLEO ST COAST HY E AAC 2 3 763 22 16,784 4/6/22 82 50 44 6 Overlay - AC Structural 1/1/22 SOLAN 6370555 SOLANA WY COAST HY ALTA VISTA WY E AC 2 8 706 26 18,355 4/8/22 84 46 28 26 Surface Treatment - Slurry Seal 11/1/16 SOLAN 6370710 SOLANA WY ALTA VISTA WY VICTORIA PL E AC 2 8 504 24 12,096 4/8/22 81 60 34 6 Surface Treatment - Slurry Seal 11/1/16 ST AN 6180009 ST ANNS DR COAST HY END E AC 2 3 327 36 11,790 2/10/22 93 0 93 7 New Construction - AC 1/1/00 ST AN 6180086 ST ANNS DR COAST HY GLENNEYRE ST E AAC 2 3 348 36 12,528 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 ST AN 6180096 ST ANNS DR GLENNEYRE ST CATALINA ST E AAC 2 3 354 36 12,728 4/6/22 82 68 30 2 Overlay - AC Structural 4/1/22 ST AN 6180140 ST ANNS DR WILSON ST BROWNCROFT RD E AAC 2 3 541 34 18,394 2/17/22 92 0 47 53 Overlay - AC Structural 1/1/22 ST AN 6180147 ST ANNS DR BROWNCROFT RD PARK AV E AAC 2 3 838 36 30,183 2/17/22 90 0 96 4 Overlay - AC Structural 1/1/22 ST AN 6180149 ST ANNS DR CATALINA ST WILSON ST E AAC 2 3 635 34 21,585 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22 STARL 6180195 STARLIT DR MORNINGSIDE DR END E AC 2 11 1,181 32 37,792 2/16/22 82 12 28 60 Surface Treatment - Slurry Seal 11/1/16 SUMMI 6180188 SUMMIT DR SW END SUMMIT WY E AC 2 11 258 22 5,665 2/16/22 89 68 28 4 Surface Treatment - Slurry Seal 11/1/17 SUMMI 6180284 SUMMIT DR AGATE ST REMBRANDT DR C AC 2 11 512 28 14,330 2/16/22 76 74 26 0 Surface Treatment - Slurry Seal 11/1/17 SUMMI 6180287 SUMMIT DR PEARL ST DIAMOND ST C AC 2 11 576 32 18,424 2/16/22 88 49 51 0 Surface Treatment - Slurry Seal 11/1/17 SUMMI 6180288 SUMMIT DR SUMMIT PL SUMMIT DR E AC 2 11 1,960 24 47,629 2/16/22 77 0 20 80 Surface Treatment - Slurry Seal 11/1/17 SUMMI 6180300 SUMMIT DR BLUEBIRD CANYON DR AGATE ST C AC 2 11 250 22 5,500 2/16/22 87 17 49 34 Surface Treatment - Slurry Seal 11/1/17 SUMMI 6180381 SUMMIT DR KATELLA ST LA MIRADA ST C AC 2 9 563 24 14,016 2/16/22 74 48 50 2 Surface Treatment - Slurry Seal 12/1/14 SUMMI 6180534 SUMMIT DR BAJA ST KATELLA ST C AC 2 9 399 24 9,576 2/16/22 58 66 18 16 Surface Treatment - Slurry Seal 12/1/14 SUMMI 6180596 SUMMIT DR DIAMOND ST BAJA ST C AC 2 9 1,190 32 38,080 2/16/22 71 72 28 0 Surface Treatment - Slurry Seal 12/1/14 SUMMI 6180715 SUMMIT DR REMBRANDT DR PEARL ST C AC 2 11 204 22 4,498 2/16/22 94 0 100 0 Surface Treatment - Slurry Seal 11/1/17 SUNSE 6130580 SUNSET AV LEDROIT ST SUNSET RIDGE DR @WYE E AC 2 7 424 30 12,720 2/14/22 85 49 32 19 New Construction - AC 1/1/92 SUNSE 6130676 SUNSET AV NW END LEDROIT LN E AC 2 7 158 26 4,117 2/14/22 91 0 100 0 New Construction - AC 1/1/81 SUNSE 6130693 SUNSET AV SUNSET RIDGE DR @WYE SE END E AC 2 7 342 30 10,262 2/14/22 90 0 74 26 New Construction - AC 1/1/95 SUNSE 6370357 SUNSET AV EIGHTH AV VIRGINIA WY E AC 2 1 1,220 26 31,720 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 SUNSE 6370358 SUNSET AV MAR VISTA AV EIGHTH AV E AC 0 1 1,180 30 35,400 2/18/22 92 0 100 0 Surface Treatment - Slurry Seal 10/1/19 SUNSET TER 6370761 SUNSET TER COAST HWY VICTORIA DR P AC 0 8 737 30 22,110 4/29/22 81 45 12 43 Surface Treatment - Slurry Seal 11/1/16 TAHIT 6130017 TAHITI AV CARIBBEAN WY PARK AV E AC 2 12 523 28 14,651 4/7/22 83 27 67 6 Surface Treatment - Slurry Seal 11/1/17 TAHIT 6130039 TAHITI AV CORAL DR CARIBBEAN WY E AC 2 12 1,551 28 43,419 4/7/22 89 0 93 7 Surface Treatment - Slurry Seal 11/1/17 TEMPL 6130178 TEMPLE HILLS DR THALIA ST END P AC 2 6 2,422 26 62,972 4/6/22 66 63 22 15 New Construction - AC 1/1/80 TEMPL 6130197 TEMPLE HILLS DR ZELL DR MOUNTAIN VIEW DR C AC 2 2 803 40 32,120 4/6/22 94 0 100 0 Surface Treatment - Slurry Seal 9/15/21 TEMPL 6130203 TEMPLE HILLS DR DORN CT ZELL DR C AC 2 2 547 40 21,880 4/6/22 94 0 100 0 Surface Treatment - Slurry Seal 9/15/21 TEMPL 6130206 TEMPLE HILLS DR SAN REMO DR DORN CT C AC 2 2 1,992 34 67,745 4/6/22 94 0 95 5 Surface Treatment - Slurry Seal 9/15/21 TEMPL 6130238 TEMPLE HILLS DR SAN REMO DR SW SAN REMO DR NE C AC 2 2 910 38 34,573 4/6/22 95 0 100 0 New Construction - AC 1/1/08 TEMPL 6130246 TEMPLE HILLS DR PALM DR SAN REMO DR C AC 2 2 989 30 29,662 4/6/22 91 29 66 5 Surface Treatment - Slurry Seal 9/15/21 TEMPL 6130251 TEMPLE HILLS DR BAYVIEW PL PALM DR C AC 2 2 1,091 36 39,276 4/6/22 92 33 67 0 Surface Treatment - Slurry Seal 9/15/21 TEMPL 6180274 TEMPLE HILLS DR DUNNING DR BAYVIEW PL C AC 2 8 1,290 26 33,540 4/6/22 89 30 65 5 New Construction - AC 1/1/92 TEMPL 6180276 TEMPLE HILLS DR THALIA ST DUNNING DR C AC 2 8 1,332 24 31,961 4/6/22 90 27 67 6 New Construction - AC 1/1/92 TEMPL PL 6180186 TEMPLE PL TEMPLE TER END P AC 2 13 228 31 7,068 4/29/22 93 36 46 18 New Construction - AC 1/1/80 TEMPL TER 6180113 TEMPLE TERR OAK ST THALIA ST E AC 2 13 811 31 25,141 2/10/22 81 41 30 29 New Construction - AC 1/1/80 TEMPL TER 6180298 TEMPLE TERR CRESS ST OAK ST E AC 2 13 808 32 25,856 4/29/22 74 78 22 0 New Construction - AC 1/1/80 TEMPL TER 6180410 TEMPLE TERR CRESS ST CALLIOPE ST E AC 2 10 399 31 12,369 2/10/22 93 0 87 13 Surface Treatment - Slurry Seal 11/1/16 TENTH 6370247 TENTH AV COAST HY VIRGINIA WY E AC 2 1 200 30 6,000 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 TENTH 6370261 TENTH AV VIRGINIA WY BRACKEN WY E AC 2 1 355 22 5,224 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 TERRA 6180205 TERRACE WY CERRITOS DR S CERRITOS DR N P AC 2 8 1,939 29 56,231 4/6/22 81 51 45 4 New Construction - AC 1/1/80 TERRY 6370647 TERRY RD HINKLE PL W END E AC 2 8 458 28 10,920 4/7/22 85 48 37 15 Surface Treatment - Slurry Seal 11/1/16 TERRY 6370655 TERRY RD SE END HINKLE PL E AC 2 8 311 28 8,704 4/7/22 86 16 28 56 Surface Treatment - Slurry Seal 11/1/16 THALI 6180002 THALIA ST SW END COAST HY C AAC 2 3 114 40 4,560 5/22/25 100 0 0 0 Overlay - AC Structural 5/22/25 THALI 6180024 THALIA ST WILSON ST TEMPLE HILLS DR P AAC 2 3 1,015 40 40,600 5/22/25 100 0 0 0 Overlay - AC Structural 5/22/25 THALI 6180040 THALIA ST CATALINA ST WILSON ST C AAC 2 3 589 40 23,560 5/22/25 100 0 0 0 Overlay - AC Structural 5/22/25 THALI 6180088 THALIA ST COAST HY CATALINA ST C AAC 2 3 701 40 28,040 5/22/25 100 0 0 0 Overlay - AC Structural 5/22/25

40 40 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, Name Order (A-Z)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date THIRD 6370316 THIRD AV MAR VISTA AV SE END E AC 2 1 306 28 8,558 4/8/22 91 25 42 33 Surface Treatment - Slurry Seal 10/1/19 THIRD 6370371 THIRD AV SCENIC DR MAR VISTA AV E AC 2 1 230 40 9,207 2/18/22 91 0 100 0 Surface Treatment - Slurry Seal 10/1/19 THIRD 6370390 THIRD AV COAST HY VIRGINIA WY E AC 2 1 200 36 7,202 2/18/22 95 0 90 10 Surface Treatment - Slurry Seal 10/1/19 THIRD 6370401 THIRD AV VIRGINIA WY SCENIC DR E AC 2 1 715 32 22,880 2/18/22 93 0 100 0 Surface Treatment - Slurry Seal 10/1/19 THIRD S 6130058 THIRD ST MERMAID ST FOREST AV P AC 2 4 731 40 29,240 2/11/22 75 0 21 79 New Construction - AC 1/1/80 THIRD S 6130061 THIRD ST PARK AV MERMAID ST P PCC 2 4 400 36 14,400 2/11/22 100 0 0 0 New Construction - PCC 1/1/80 THROU 6180104 THROUGH ST PARK AV LEGION ST E AAC 2 3 476 34 16,168 2/17/22 90 0 56 44 Overlay - AC Structural 1/1/22 THURS DR 6130187 THURSTON DR TEMPLE HILLS DR END P AC 2 8 808 30 24,240 4/6/22 73 66 19 15 New Construction - AC 1/1/80 TIA J 6180343 TIA JUANA ST CAPISTRANO AV DEL MAR AV E AC 2 9 430 20 8,600 2/15/22 89 0 36 64 Surface Treatment - Slurry Seal 12/1/14 TIA J 6180356 TIA JUANA ST CORTEZ AV CAPISTRANO AV E AC 2 9 430 20 8,600 2/15/22 92 0 52 48 Surface Treatment - Slurry Seal 12/1/14 TIA J 6180368 TIA JUANA ST END CORTEZ AV E AC 2 9 152 20 3,040 2/15/22 89 0 100 0 Surface Treatment - Slurry Seal 12/1/14 TYROL 6130174 TYROL DR RIDGE DR NW END E AC 2 2 129 36 4,644 4/5/22 98 0 100 0 Surface Treatment - Slurry Seal 9/15/21 TYROL 6130191 TYROL DR ALTA LAGUNA BL MOUNTAIN VIEW DR E AC 2 2 265 36 9,522 4/5/22 96 0 100 0 Surface Treatment - Slurry Seal 9/15/21 TYROL 6130209 TYROL DR MOUNTAIN VIEW DR RIDGE DR E AC 2 2 903 36 32,508 4/5/22 92 32 59 9 Surface Treatment - Slurry Seal 9/15/21 UPLAN 6370743 UPLAND RD COAST HY GLENNEYRE ST P AC 2 10 345 31 10,695 4/7/22 83 21 57 22 Surface Treatment - Slurry Seal 11/1/20 VALID 6370479 VALIDO RD WEST ST TOTO LOMA LN E AC 2 1 176 28 4,936 4/8/22 86 0 85 15 Surface Treatment - Slurry Seal 10/1/19 VAN D 6180193 VAN DYKE DR REMBRANDT DR NE END E AC 2 11 1,492 26 38,779 2/16/22 75 59 36 5 Surface Treatment - Slurry Seal 11/1/17 VIA C 6130698 VIA CAPRI MCKNIGHT DR SE END E AC 2 7 172 28 4,821 2/14/22 85 0 45 55 New Construction - AC 1/1/95 VIACOR 6130716 VIA CORSICA MCKNIGHT SE END P AC 0 7 234 30 7,020 2/14/22 91 0 86 14 New Construction - AC 1/1/80 VIA M 6130699 VIA MAJORCA MCKNIGHT DR SE END E AC 2 7 172 36 6,198 2/14/22 96 0 100 0 New Construction - AC 1/1/85 VICTO 6370573 VICTORIA DR COAST HWY SUNSET TE E AC 2 8 1,028 26 26,738 4/29/22 89 34 22 44 Surface Treatment - Slurry Seal 11/1/16 VICTO 6370578 VICTORIA DR SUNSET TE NYES PL E AC 2 8 730 26 18,980 4/29/22 80 90 7 3 Surface Treatment - Slurry Seal 11/1/16 VICTO 7000000 VICTORIA DR HIGHLAND WY COAST HWY E AC 2 8 202 24 4,728 4/8/22 84 44 48 8 Surface Treatment - Slurry Seal 11/1/16 VIEJO 6130507 VIEJO ST HILLCREST DR NE END E AC 2 7 219 22 4,812 2/14/22 95 0 100 0 New Construction - AC 1/1/95 VIEJO 6130577 VIEJO ST COAST HY HILLCREST DR E AC 2 7 620 32 19,840 2/14/22 88 42 58 0 New Construction - AC 1/1/85 VIRGI PK 6130020 VIRGINIA PARK DR BLUMONT ST END P AC 2 12 928 24 22,272 4/8/22 79 60 34 6 Surface Treatment - Slurry Seal 11/1/17 VIRGI 6370259 VIRGINIA WY NINTH AV SUNSET AV E AC 2 1 678 22 14,916 2/18/22 88 0 50 50 Surface Treatment - Slurry Seal 10/1/19 VIRGI 6370356 VIRGINIA WY SEVENTH AV NINTH AV E AC 2 1 653 22 14,366 2/18/22 94 0 90 10 Surface Treatment - Slurry Seal 10/1/19 VIRGI 6370380 VIRGINIA WY FIFTH AV THIRD AV E AC 2 1 600 20 12,000 2/18/22 94 0 100 0 Surface Treatment - Slurry Seal 10/1/19 VIRGI 6370400 VIRGINIA WY THIRD AV EAGLEROCK WY E AC 2 1 600 20 12,000 2/18/22 89 0 42 58 Surface Treatment - Slurry Seal 10/1/19 VIRGI 6370798 VIRGINIA WY FIFTH AV END E AC 2 1 185 18 3,330 4/29/22 94 44 56 0 Surface Treatment - Slurry Seal 10/1/19 VISTA 6130015 VISTA LN VISTA LN EAST END E AC 2 12 242 22 5,319 4/8/22 84 24 72 4 Surface Treatment - Slurry Seal 11/1/17 VISTA 6130016 VISTA LN MYSTIC WY NORTH END E AC 2 12 770 20 15,395 4/8/22 63 66 27 7 Surface Treatment - Slurry Seal 11/1/17 VISTA 6130024 VISTA LN WEST END SKYLINE DR E AC 2 12 240 20 4,790 4/7/22 90 29 51 20 Surface Treatment - Slurry Seal 11/1/17 VISTA 6130035 VISTA LN MYSTIC WY SOUTH END E AC 2 12 550 20 11,002 4/8/22 79 66 34 0 Surface Treatment - Slurry Seal 11/1/17 WARDS 6370701 WARDS TE NW END DUMOND DR E AC 2 8 271 24 6,507 4/29/22 92 0 7 93 Surface Treatment - Slurry Seal 11/1/16 WAVE 6130555 WAVE ST COAST HY HILLCREST DR E AC 2 7 620 32 19,840 2/14/22 93 0 78 22 New Construction - AC 1/1/10 WAVE 6130700 WAVE ST CLIFF DR COAST HY E AC 2 7 370 32 11,840 2/17/22 94 0 100 0 New Construction - AC 1/1/92 WENDT 6180013 WENDT TERR GRIFFITH WY PARK AV E AAC 2 3 1,130 28 31,640 4/1/22 100 0 0 0 Overlay - AC Structural 4/1/22

41 41 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date Arterial / Collector (MPAH)
BLUEBIRD C 6180196 BLUEBIRD CANYON DR SUMMIT DR CRESS ST C AC 2 11 762 28 17,276 5/26/26 67 63 10 27 Surface Treatment - Slurry Seal 11/1/17 GLENN 6180434 GLENNEYRE ST BROOKS ST THALIA ST B AC 4 13 1,109 54 60,935 5/26/26 68 84 14 2 New Construction - AC 1/1/93 FORES 6130089 FOREST AV THIRD ST BROADWAY B AC 2 4 556 48 30,180 5/26/26 72 36 38 26 New Construction - AC 1/1/10 BLUEBIRD C 6180198 BLUEBIRD CANYON DR CRESS ST ORIOLE DR C AC 2 11 898 38 41,268 5/26/26 73 47 6 47 Surface Treatment - Slurry Seal 11/1/17 GLENN 6370744 GLENNEYRE ST MOSS ST UPLAND RD C AC 4 10 1,050 26 27,300 5/26/26 76 35 0 65 Surface Treatment - Slurry Seal 11/1/20 GLENN 6180500 GLENNEYRE ST BLUEBIRD CANYON RD CALLIOPE ST B AC 2 10 506 36 18,660 5/26/26 77 46 48 6 Surface Treatment - Slurry Seal 11/1/16 GLENN 6180660 GLENNEYRE ST CENTER ST BLUEBIRD CANYON DR C AC 2 10 969 36 36,645 5/26/26 78 13 6 81 Surface Treatment - Slurry Seal 11/1/20 GLENN 6180673 GLENNEYRE ST MOSS ST CENTER ST C AC 2 10 1,050 38 39,900 5/26/26 79 39 3 58 Surface Treatment - Slurry Seal 11/1/20 GLENN 6370745 GLENNEYRE ST UPLAND RD ALTA VISTA WY C AC 2 10 869 26 22,604 5/26/26 81 43 39 18 Surface Treatment - Slurry Seal 11/1/16 GLENN 6180477 GLENNEYRE ST CALLIOPE ST BROOKS ST C AC 4 10 1,076 55 59,206 5/26/26 83 59 41 0 Surface Treatment - Slurry Seal 11/1/16 FORES 6130070 FOREST AV BEACH ST THIRD ST B AC 2 4 565 48 26,928 5/26/26 85 25 75 0 New Construction - AC 1/1/98 FORES 6130076 FOREST AV COAST HY BEACH ST C AC 1 4 626 48 27,585 5/26/26 87 21 37 42 New Construction - AC 1/1/03 GLENN 6180056 GLENNEYRE ST CLEO ST LEGION ST C AAC 4 3 983 37 36,846 5/26/26 92 31 69 0 Overlay - AC Structural 5/22/25 GLENN 6180091 GLENNEYRE ST THALIA ST CLEO ST C AAC 4 3 702 55 38,724 5/26/26 93 0 100 0 Overlay - AC Structural 5/22/25 EL TO 1000 EL TORO RD LAGUNA CANYON RD 73 SB OFF-RAMP B AC 2 5 3,835 38 165,875 5/26/26 98 0 0 100 Surface Treatment - Slurry Seal 5/22/24 GLENN 6130073 GLENNEYRE ST PARK AV FOREST AV C AAC 2 4 426 38 17,145 5/26/26 100 0 100 0 Overlay - AC Structural 5/22/25 GLENN 6180052 GLENNEYRE ST LAGUNA AV LEGION ST C AAC 4 3 752 40 29,665 5/26/26 100 0 100 0 Overlay - AC Structural 5/22/25 EL TO 1003 EL TORO RD N CITY LIMIT ARTISAN DR B AC 0 5 1,549 36 55,764 5/26/26 100 0 100 0 Surface Treatment - Slurry Seal 5/22/24 EL TO 1002 EL TORO RD ARTISAN DR 73 SB OFF-RAMP B AC 3 5 1,565 32 65,470 5/26/26 100 0 0 0 Surface Treatment - Slurry Seal 5/22/24 EL TO 1001 EL TORO RD 73 SB OFF-RAMP ARTISAN DR B AC 3 5 1,565 32 60,755 5/26/26 100 0 0 0 Surface Treatment - Slurry Seal 5/22/24 4 878,731
Locals
LEGIO 6180046 LEGION ST CATALINA ST PARK AV E AC 2 3 781 42 32,802 2/17/22 41 69 31 0 New Construction - AC 1/1/87 SUMMI 6180534 SUMMIT DR BAJA ST KATELLA ST C AC 2 9 399 24 9,576 2/16/22 58 66 18 16 Surface Treatment - Slurry Seal 12/1/14 SEVEN 6370378 SEVENTH AV COAST HY END E AC 2 1 401 34 13,634 2/18/22 59 76 6 18 Surface Treatment - Slurry Seal 10/1/19 HIGH 6130349 HIGH DR JASMINE ST POPLAR ST C AC 2 6 965 30 28,950 2/11/22 61 61 14 25 Surface Treatment - Slurry Seal 5/22/25 LOMA 6130117 LOMA TERR S END N END E AC 2 4 920 28 25,760 2/17/22 61 48 18 34 New Construction - AC 1/1/08 WESLE 6370630 WESLEY DR COAST HY MARILYN DR E AC 2 1A 561 44 24,684 4/8/22 61 74 25 1 Surface Treatment - Slurry Seal 11/1/20 CEDAR 6130434 CEDAR WY ASTER ST ACACIA ST E AC 2 6 1,477 18 26,586 4/5/22 63 77 15 8 Surface Treatment - Slurry Seal 5/22/25 VISTA 6130016 VISTA LN MYSTIC WY NORTH END E AC 2 12 770 20 15,395 4/8/22 63 66 27 7 Surface Treatment - Slurry Seal 11/1/17 CANYON VIE 7000002 CANYON VIEW DR TEMPLE HILLS DR BUENA VISTA DR E AC 2 8 1,158 30 34,740 4/6/22 63 83 14 3 Surface Treatment - Slurry Seal 12/1/14 POPLA 6130488 POPLAR ST HIGH DR HAROLD DR E AC 2 6 684 34 23,247 2/11/22 65 0 20 80 Surface Treatment - Slurry Seal 5/22/25 CEDAR 6130352 CEDAR WY JASMINE ST ASTER ST E AC 2 6 640 24 15,360 4/5/22 65 72 20 8 Surface Treatment - Slurry Seal 5/22/25 TEMPL 6130178 TEMPLE HILLS DR THALIA ST END P AC 2 6 2,422 26 62,972 4/6/22 66 63 22 15 New Construction - AC 1/1/80 LOUIS 6130585 LOUISE ST LEDROIT ST HILLCREST ST E AC 2 7 884 30 26,520 2/14/22 66 56 14 30 New Construction - AC 1/1/87 ANITA ST 6180421 ANITA ST COAST HY CATALINA ST E AC 2 13 566 38 21,508 4/8/22 67 80 18 2 Surface Treatment - Slurry Seal 11/1/16 LA MI 6180542 LA MIRADA ST BONITA WY CORTEZ AV C AC 2 9 298 25 7,450 2/15/22 67 47 43 10 Surface Treatment - Slurry Seal 12/1/14 BUENA VIST 6130179 BUENA VISTA WY CANYON VIEW DR NORTH END E AC 2 8 1,255 26 32,617 4/6/22 68 71 10 19 Surface Treatment - Slurry Seal 12/1/14 Y PL 6130025 Y PL LOMA TERR END E AC 1 4 236 22 5,192 4/8/22 69 59 20 21 New Construction - AC 1/1/10 BROADWAY P 6130269 BROADWAY PL COAST HY BROADWAY E AC 2 4 926 16 14,823 4/7/22 69 58 29 13 New Construction - AC 1/1/01 LOUIS 6130508 LOUISE ST WEST END LOUISE ST @WYE E AC 2 7 88 28 2,456 2/14/22 69 26 51 23 New Construction - AC 1/1/81 OCEAN A 6130081 OCEAN AV BEACH ST THIRD ST P AC 0 4 801 42 33,642 4/8/22 70 74 26 0 New Construction - AC 1/1/80 PARK 6180153 PARK AV COAST HY EAST END C AC 2 4 185 34 6,296 4/29/22 70 54 17 29 New Construction - AC 1/1/84 CLIFF 6130432 CLIFF DR HIGH DR MYRTLE ST P AC 2 7 625 42 26,250 2/17/22 70 76 9 15 New Construction - AC 1/1/80 KATEL 6180558 KATELLA ST END (S) CAPISTRANO AV E AC 2 9 717 25 17,925 2/15/22 70 79 18 3 Surface Treatment - Slurry Seal 12/1/14 HERMO 6370769 HERMOSA WY IRIS WY N END E AC 1 8 120 18 2,160 4/8/22 71 0 81 19 Surface Treatment - Slurry Seal 11/1/16 SUMMI 6180596 SUMMIT DR DIAMOND ST BAJA ST C AC 2 9 1,190 32 38,080 2/16/22 71 72 28 0 Surface Treatment - Slurry Seal 12/1/14 CLIFF 6130332 CLIFF DR ROSA BONHEUR BROADWAY P AC 1 6 819 48 39,312 4/5/22 71 49 33 18 Surface Treatment - Slurry Seal 5/22/25 BLUEBIRD C 6180211 BLUEBIRD CANYON DR JEFFERSON WY MADISON PL C AC 2 11 429 28 2,727 2/16/22 72 44 53 3 New Construction - AC 1/1/10 MAR V 6180176 MAR VISTA AVE TERRACE WY NE END E AC 2 8 287 24 6,895 4/6/22 72 44 25 31 Surface Treatment - Slurry Seal 12/1/14 WESLE 6370092 WESLEY DR DRIFTWOOD DR END E AC 2 1A 420 36 15,124 4/8/22 72 87 13 0 Surface Treatment - Slurry Seal 11/1/20 BLUEBIRD C 6180210 BLUEBIRD CANYON DR BLUEBIRD CANYON / REGATTA RD JEFFERSON WY C AC 2 11 472 28 13,228 2/16/22 72 68 23 9 New Construction - AC 1/1/09 CLIFF 6130344 CLIFF DR ASTER ST ROSA BONHEUR P AC 2 6 1,086 48 52,128 4/5/22 73 31 59 10 Surface Treatment - Slurry Seal 5/22/25 CYPRE 6130311 CYPRESS DR HIGH DR JASMINE DR C AC 2 6 1,003 36 36,108 2/14/22 73 61 33 6 Surface Treatment - Slurry Seal 5/22/25 THURS DR 6130187 THURSTON DR TEMPLE HILLS DR END P AC 2 8 808 30 24,240 4/6/22 73 66 19 15 New Construction - AC 1/1/80 PARK 6130100 PARK AV BLUMONT ST ST ANNS DR C AC 2 3 983 38 37,354 4/4/22 73 49 50 1 New Construction - AC 1/1/01 CYPRE 6130350 CYPRESS DR JASMINE ST ACACIA DR C AC 2 6 1,882 36 67,752 2/14/22 73 54 13 33 Surface Treatment - Slurry Seal 5/22/25 JASMI 6130356 JASMINE ST COAST HY CYPRESS DR E AC 2 6 329 38 12,502 4/5/22 73 0 20 80 Surface Treatment - Slurry Seal 5/22/25 PARK 6130111 PARK AV ST ANNS DR WENDT TERR C AC 2 3 1,015 38 38,570 2/17/22 73 0 95 5 New Construction - AC 1/1/85 SAN JOSE 7000004 SAN JOSE ST CAPISTRANO AVE END E AC 0 9 61 25 1,285 2/15/22 73 55 13 32 Surface Treatment - Slurry Seal 12/1/14 MANZA 6130092 MANZANITA DR PARK AV LA VISTA DR E AC 2 12 679 34 23,071 4/4/22 74 55 30 15 Surface Treatment - Slurry Seal 11/1/17 JASMI 6130339 JASMINE ST CLIFF DR COAST HY E AC 2 7 218 32 6,973 4/5/22 74 0 5 95 New Construction - AC 1/1/92 BLUEBIRD C 6180207 BLUEBIRD CANYON DR MADISON PL HALL PL C AC 2 11 496 26 12,896 2/16/22 74 64 36 0 New Construction - AC 1/1/04 TEMPL TER 6180298 TEMPLE TERR CRESS ST OAK ST E AC 2 13 808 32 25,856 4/29/22 74 78 22 0 New Construction - AC 1/1/80 HINKL 6370654 HINKLE PL COAST HY ROUNSEVEL TE E AC 2 8 429 24 5,500 4/7/22 74 46 36 18 Surface Treatment - Slurry Seal 11/1/16 SUMMI 6180381 SUMMIT DR KATELLA ST LA MIRADA ST C AC 2 9 563 24 14,016 2/16/22 74 48 50 2 Surface Treatment - Slurry Seal 12/1/14 BAJA ST 6180545 BAJA ST CAPISTRANO AV END (N) E AC 2 9 660 25 16,500 2/15/22 75 73 25 2 Surface Treatment - Slurry Seal 12/1/14 THIRD S 6130058 THIRD ST MERMAID ST FOREST AV P AC 2 4 731 40 29,240 2/11/22 75 0 21 79 New Construction - AC 1/1/80 VAN D 6180193 VAN DYKE DR REMBRANDT DR NE END E AC 2 11 1,492 26 38,779 2/16/22 75 59 36 5 Surface Treatment - Slurry Seal 11/1/17 LORET 6370088 LORETTA DR BOLSANA DR SE END E AC 2 9 540 32 16,198 4/29/22 75 0 43 57 Surface Treatment - Slurry Seal 12/1/14 MOORE 6130008 MOOREA WY SKYLINE DR EAST END E AC 2 12 470 24 11,287 4/7/22 76 26 58 16 Surface Treatment - Slurry Seal 11/1/17

42 42 of 350
City of Laguna Beach, CA
Pavement Condition Index (PCI) Report - All Streets
Sorted by Rank, PCI Order (0-100)
BranchID Sec ID Name From To Rank Surface Type Lanes Zone L W Area Insp. Date PCI % Load % Climate % Other Work History Type Work Date SUMMI 6180284 SUMMIT DR AGATE ST REMBRANDT DR C AC 2 11 512 28 14,330 2/16/22 76 74 26 0 Surface Treatment - Slurry Seal 11/1/17 CERRT 6180200 CERRTOS DR TEMPLE HILLS DR TERRACE WY E AC 2 8 428 34 14,562 4/6/22 76 50 44 6 Surface Treatment - Slurry Seal 12/1/14 CIRCL 6130765 CIRCLE WY CIRCLE WY @E WYE CIRCLE WY @N WYE E AC 1 7 381 28 10,668 2/15/22 76 54 40 6 New Construction - AC 1/1/91 DEL M 6180324 DEL MAR AV NORIA ST ORO ST C AC 2 9 230 25 5,750 2/15/22 76 68 32 0 Surface Treatment - Slurry Seal 12/1/14 OCEAN A 6130083 OCEAN AV COAST HY BEACH ST P AC 0 4 760 42 31,920 4/8/22 77 50 49 1 New Construction - AC 1/1/80 BALBOA AV 6180379 BALBOA AV CAPISTRANO AV DEL MAR AVE E AC 2 9 430 36 18,220 2/15/22 77 0 62 38 Surface Treatment - Slurry Seal 12/1/14 HILLC 6130464 HILLCREST DR BOAT CANYON DR PINECREST DR C AC 2 7 984 30 29,520 2/14/22 77 0 52 48 New Construction - AC 1/1/87 SAN R 6130239 SAN REMO DR TEMPLE HILLS DR SW TEMPLE HILLS DR NE E AC 2 8 1,336 24 32,056 4/6/22 77 69 31 0 Surface Treatment - Slurry Seal 12/1/14 LOWER 6130409 LOWER CLIFF DR CLIFF DR BEACH ST E AC 2 6 1,050 20 20,997 4/7/22 77 82 16 2 Surface Treatment - Slurry Seal 5/22/25 SUMMI 6180288 SUMMIT DR SUMMIT PL SUMMIT DR E AC 2 11 1,960 24 47,629 2/16/22 77 0 20 80 Surface Treatment - Slurry Seal 11/1/17 SEAVI 6180118 SEAVIEW ST AVALON AV WILSON ST E AC 2 13 398 30 11,940 2/10/22 77 34 36 30 Surface Treatment - Slurry Seal 11/1/16 BALBOA AV 6180378 BALBOA AV CORTEZ AV CAPISTRANO AV C AC 2 9 430 36 15,479 2/15/22 78 67 33 0 Surface Treatment - Slurry Seal 12/1/14 BARRACUDA 6370689 BARRACUDA WY SOUTH END BALBOA AV E AC 2 9 640 32 24,864 4/29/22 78 41 54 5 Surface Treatment - Slurry Seal 12/1/14 FEN W 6180018 FEN WY CUPRIEN WY ST ANNS DR E AAC 2 3 316 22 6,947 4/29/22 78 0 26 74 Overlay - AC Structural 1/1/22 CANYON VIE 7000003 CANYON VIEW DR BUENA VISTA DR END E AC 0 8 741 30 22,230 4/6/22 78 56 32 12 New Construction - AC 1/1/90 CERRT 6180204 CERRTOS DR TERRACE WY SW TERRACE WY NE E AC 2 8 1,542 34 52,429 4/6/22 78 42 35 23 Surface Treatment - Slurry Seal 12/1/14 MOUNT 6180476 MOUNTAIN RD COAST HY CATALINA ST E AC 2 10 566 42 23,772 2/10/22 78 52 22 26 Surface Treatment - Slurry Seal 11/1/16 ORO S 6180333 ORO ST CAPISTRANO AV DEL MAR AV E AC 2 9 430 25 10,750 2/15/22 79 0 80 20 Surface Treatment - Slurry Seal 12/1/14 ANITA ST 6180111 ANITA ST WILSON ST TEMPLE TE E AC 2 13 665 38 25,279 2/10/22 79 56 22 22 Surface Treatment - Slurry Seal 11/1/16 LEDRO 6130563 LEDROIT ST COAST HY LEDROIT ST E AC 2 7 550 32 17,600 4/7/22 79 33 40 27 New Construction - AC 1/1/82 PARK 6130216 PARK AV TAHITI AV HIDDEN VALLEY RD C AC 2 12 1,039 48 49,872 4/7/22 79 46 54 0 Surface Treatment - Slurry Seal 11/1/17 MERMA 6130068 MERMAID ST GLENNEYRE ST THIRD ST E AC 2 4 602 34 20,468 2/17/22 79 0 55 45 New Construction - AC 1/1/09 VISTA 6130035 VISTA LN MYSTIC WY SOUTH END E AC 2 12 550 20 11,002 4/8/22 79 66 34 0 Surface Treatment - Slurry Seal 11/1/17 DIAMO 6180674 DIAMOND ST CATALINA ST CRESTVIEW DR C AC 2 10 850 26 22,092 2/11/22 79 54 12 34 Surface Treatment - Slurry Seal 11/1/20 BLUEBIRD C 6180244 BLUEBIRD CANYON DR RANCHO LAGUNA RD CHAMBERLIN WY C AC 2 11 570 42 6,013 2/16/22 79 60 26 14 Surface Treatment - Slurry Seal 11/1/16 VIRGI PK 6130020 VIRGINIA PARK DR BLUMONT ST END P AC 2 12 928 24 22,272 4/8/22 79 60 34 6 Surface Treatment - Slurry Seal 11/1/17 SKYLI 6130112 SKYLINE DR MANZANITA DR VISTA LN C AC 2 12 1,279 30 38,355 4/7/22 80 39 30 31 Surface Treatment - Slurry Seal 11/1/17 ALTA LO 6370492 ALTA LOMA DR HOLLY DR CEANOTHUS DR P AC 0 1 493 16 7,888 2/18/22 80 0 47 53 Surface Treatment - Slurry Seal 10/1/19 ANITA ST 6180027 ANITA ST CATALINA ST WILSON ST E AC 2 13 804 38 30,552 2/16/22 80 38 62 0 Surface Treatment - Slurry Seal 11/1/16 Y PL 6130113 Y PL Y PL LOMA TERR E AC 1 4 174 18 3,137 4/8/22 80 58 38 4 New Construction - AC 1/1/10 MCKNI 6130707 MCKNIGHT DR COAST HY S END E AC 2 7 995 32 31,840 2/14/22 80 50 22 28 New Construction - AC 1/1/95 ROUNS 6370649 ROUNSEVEL TE ASHTON DR END E AC 2 8 760 30 10,031 4/7/22 80 0 75 25 Surface Treatment - Slurry Seal 11/1/16 MONTE 6130399 MONTEREY ST JASMINE ST HIGH DR C AC 1 6 1,221 30 36,630 2/14/22 80 0 35 65 Surface Treatment - Slurry Seal 5/22/25 OAK S 6180125 OAK ST WILSON ST TEMPLE TERR E AC 2 13 524 38 19,923 2/10/22 80 42 58 0 New Construction - AC 1/1/90 ROSA 6130343 ROSA BONHEUR CYPRESS DR CLIFF DR C AC 2 6 290 32 9,280 4/5/22 80 63 37 0 Surface Treatment - Slurry Seal 5/22/25 VICTO 6370578 VICTORIA DR SUNSET TE NYES PL E AC 2 8 730 26 18,980 4/29/22 80 90 7 3 Surface Treatment - Slurry Seal 11/1/16 ACACIA DR 6130319 ACACIA DR LINDEN ST CLIFF DR E AC 2 6 653 36 23,508 4/5/22 80 66 23 11 Surface Treatment - Slurry Seal 5/22/25 MANZA 6130109 MANZANITA DR LA VISTA DR SKYLINE DR E AC 2 12 812 36 29,230 4/8/22 80 52 33 15 Surface Treatment - Slurry Seal 11/1/17 MARIL 6370611 MARILYN DR OCEAN VIEW VISTA DR NORTH END E AC 2 1A 621 26 16,152 4/8/22 80 30 42 28 Surface Treatment - Slurry Seal 11/1/20 PARK 6130255 PARK AV WENDT TERR HIDDEN VALLEY CANYON RD C AC 2 12 3,300 42 138,600 4/5/22 80 45 52 3 Surface Treatment - Slurry Seal 11/1/17 CREST 6180708 CRESTVIEW DR CRESTVIEW PL DIAMOND ST E AC 2 11A 1,193 18 19,566 2/11/22 81 0 56 44 Surface Treatment - Slurry Seal 5/22/24 JASMI 6130336 JASMINE ST MONTEREY DR HIGH DR E AC 2 6 784 38 29,791 2/11/22 81 0 38 62 Surface Treatment - Slurry Seal 5/22/25 MIRAM 6180550 MIRAMAR ST CORTEZ AV DEL MAR AV E AC 2 9 860 25 21,500 2/15/22 81 49 22 29 Surface Treatment - Slurry Seal 12/1/14 BOLSA02 7000030 BOLSA WY CUPRIEN WAY END E AAC 0 3 271 30 8,130 4/29/22 81 49 16 35 Overlay - AC Structural 1/1/22 BROWNCROFT 6180145 BROWNCROFT RD ST ANNS DR GRIFFITH WY E AAC 2 3 314 28 8,793 4/29/22 81 54 32 14 Overlay - AC Structural 1/1/22 SUNSET TER 6370761 SUNSET TER COAST HWY VICTORIA DR P AC 0 8 737 30 22,110 4/29/22 81 45 12 43 Surface Treatment - Slurry Seal 11/1/16 DONNA 6130248 DONNA DR SAN REMO DR END E AC 2 8 142 22 3,130 4/6/22 81 59 41 0 New Construction - AC 1/1/71 POPLA 6130490 POPLAR ST HAROLD DR LOOKOUT DR E AC 2 6 225 38 8,536 2/11/22 81 0 28 72 Surface Treatment - Slurry Seal 5/22/25 ALTA VISTA 6370782 ALTA VISTA WAY GLENNEYRE ST QUEDA WY C AC 2 8 182 16 2,904 4/8/22 81 31 38 31 Surface Treatment - Slurry Seal 11/1/16 CREST 6180615 CRESTVIEW DR FERN ST NORTH END E AC 2 11A 781 24 18,752 4/7/22 81 12 14 74 Surface Treatment - Slurry Seal 5/22/24 CIRCL 6130764 CIRCLE WY CIRCLE WY @S WYE CIRCLE WY @E WYE E AC 1 7 343 28 9,606 2/15/22 81 0 59 41 New Construction - AC 1/1/84 CLEO 6180084 CLEO ST COAST HY GLENNEYRE ST E AC 2 3 348 36 12,528 2/17/22 81 13 31 56 New Construction - AC 1/1/77 ORIOL 6180168 ORIOLE DR ORIOLE DR EAST END E AC 2 11 40 28 1,118 2/16/22 81 0 100 0 New Construction - AC 1/1/76 REMBR 6180192 REMBRANDT DR VAN DYKE DR NORTH END E AC 2 11 1,101 18 19,825 2/16/22 81 63 20 17 Surface Treatment - Slurry Seal 11/1/17 BOAT CANYO 6130471 BOAT CANYON DR COAST HY HILLCREST DR E AC 2 7 681 34 23,169 2/14/22 81 0 76 24 New Construction - AC 1/1/09 SOLAN 6370710 SOLANA WY ALTA VISTA WY VICTORIA PL E AC 2 8 504 24 12,096 4/8/22 81 60 34 6 Surface Treatment - Slurry Seal 11/1/16 CAPIS 6180532 CAPISTRANO AV NORIA ST ORO ST E AC 2 9 230 25 5,750 2/15/22 81 62 38 0 Surface Treatment - Slurry Seal 12/1/14 DOLPH 6130468 DOLPHIN WY SW END HILLCREST DR E AC 2 7 468 22 10,293 2/14/22 81 83 17 0 New Construction - AC 1/1/09 TEMPL TER 6180113 TEMPLE TERR OAK ST THALIA ST E AC 2 13 811 31 25,141 2/10/22 81 41 30 29 New Construction - AC 1/1/80 TERRA 6180205 TERRACE WY CERRITOS DR S CERRITOS DR N P AC 2 8 1,939 29 56,231 4/6/22 81 51 45 4 New Construction - AC 1/1/80 COAST VIEW 7000001 COAST VIEW DR TEMPLE HILLS DR END E AC 2 8 2,009 30 60,270 4/29/22 81 90 10 0 Surface Treatment - Slurry Seal 12/1/14 LEDRO 6130578 LEDROIT ST LEDROIT ST @WYE SUNSET RIDGE DR E AC 2 7 892 32 28,546 4/7/22 81 13 32 55 New Construction - AC 1/1/87 PANOR 6130588 PANORAMA DR SUNSET RIDGE DR ELEANOR LN E AC 2 7 847 26 22,022 2/14/22 82 37 43 20 New Construction - AC 1/1/81 HAWTH 6130309 HAWTHORNE RD CYPRESS DR MONTEREY DR E AC 2 6 623 36 22,428 2/11/22 82 11 47 42 Surface Treatment - Slurry Seal 5/22/25 LOOKO 6130491 LOOKOUT DR POPLAR ST END E AC 2 6 497 30 14,910 2/11/22 82 51 49 0 Surface Treatment - Slurry Seal 5/22/25 SLEEP 6180080 SLEEPY HOLLOW LN CLEO ST COAST HY E AAC 2 3 763 22 16,784 4/6/22 82 50 44 6 Overlay - AC Structural 1/1/22 CREST 6180616 CRESTVIEW DR CRESTVIEW PL FERN ST E AC 2 11A 508 32 20,288 2/11/22 82 0 36 64 Surface Treatment - Slurry Seal 5/22/24 RADCL 6180628 RADCLIFF CT SW END CATALINA ST E AC 1 10 175 22 3,850 2/11/22 82 0 52 48 Surface Treatment - Slurry Seal 11/1/16 RUBY 6180678 RUBY ST GLENNEYRE ST RUBY PL E AC 2 10 516 24 12,384 2/11/22 82 54 46 0 Surface Treatment - Slurry Seal 11/1/16 STARL 6180195 STARLIT DR MORNINGSIDE DR END E AC 2 11 1,181 32 37,792 2/16/22 82 12 28 60 Surface Treatment - Slurry Seal 11/1/16 CREST PL 6180707 CRESTVIEW PL CRESTVIEW DR END P AC 2 11A 913 20 18,260 4/7/22 82 23 38 39 Surface Treatment - Slurry Seal 5/22/24 ST AN 6180096 ST ANNS DR GLENNEYRE ST CATALINA ST E AAC 2 3 354 36 12,728 4/6/22 82 68 30 2 Overlay - AC Structural 4/1/22 TAHIT 6130017 TAHITI AV CARIBBEAN WY PARK AV E AC 2 12 523 28 14,651 4/7/22 83 27 67 6 Surface Treatment - Slurry Seal 11/1/17