Fairfax City Council
March 1, 2023

AGENDA ITEM #10

TOWN OF FAIRFAX

STAFF REPORT
March 1, 2023
TO: Mayor and Town Council
FROM: Loren Umbertis, Public Works Director

SUBJECT: Receive and Discuss report on Town Pavement Condition Index (PCI) Report, known as PTAP-23, and Authorize Town Manager to execute an amendment in the amount of $66,720 to the contract with Pavement Engineering Inc (PEI) to develop Bid Documents including Plans and Specifications for proposed Roadway Improvements for Fiscal Year 2022- 2023

RECOMMENDATION
Receive and Discuss report on Town Draft Pavement Condition Index (PCI) Report, known as PTAP-23 (Pavement Technical Assistance Program) and Authorize Town Manager to execute an amendment in the amount of $66,720 to the contract with Pavement Engineering Inc (PEI) to develop Bid Documents, including Plans and Specifications, for proposed Roadway Improvements in Fiscal Year 2022-2023 (FY22-23).

BACKGROUND
Every two years, the Town applies for and receives a grant from the State of California to assess the pavement condition of public roads, to project the costs of needed repairs, and to assist the Town in planning how it will maintain public roads. The attached report provides an assessment of each street based on the standardized Pavement Condition Index (PCI) and provides a computergenerated recommendation of the funding needed to achieve a desired PCI rating for the Town.

Please note, a Town PCI of 60, for example, leaves some individual roads with a very low PCI and some individual roads with a higher PCI rating.

DISCUSSION
Town Council was provided a draft copy of the PTAP report at their regularly scheduled meeting on February 1, 2023 to allow for the Council’s and the public’s review pending a larger discussion of its contents at a later meeting and to discuss the Department of Public Works’ plans for a road improvement project in FY 22/23.

As noted in the previous staff report, the attached report provides an assessment of individual streets and an overall funding target needed to reach the identified PCI of 60, over the next five years. The PTAP report provides the Town with information on the condition of the street and road surfaces and based upon different construction criteria presents the town with general estimates for costs associated with pavement repair and rehabilitation.

In the February 1, 2023 Staff Report, staff noted that it was working under an agreement with its consultant PEI to identify projects for a 5 Year plan that also included additional services options to assist the Town with the preparation of construction drawings, plans and specifications needed for 2 a Request for Proposal Bid Package for identified projects. Staff and its consultant have identified three road segments for repair and rehabilitation for the current FY 22/23 based upon observed conditions of the roadways, their utility to the community, and their dispersed locations within the Town.

These roads were also selected because they do not have known significant slope stabilization repair or subsurface requirements that would need to be addressed prior to work, nor do they have known significant storm drainage deficiencies for which the Town is responsible.

Based upon the PTAP report, the estimates for only the surface repair were approximately $330,000, however, this estimate does not include ADA improvements to add curb cuts/ramps, replacement of striping and pavement markings or spot areas that may require additional work beyond the average observed surface condition. After additional development of the needed concurrent work, the projected costs are anticipated to be closer to $600,000. These proposed road segments have been forwarded to our partners at PG&E, MMWD and Ross Valley Sanitary Districts and none of those agencies have any planned work in the upcoming years on these streets that would damage the improvements that we intend to place. The proposed road segments are:
• Scenic Road between Azalea Avenue and Manor Road
• Porteous Ave between Bolinas Road and Wood Lane
• Claus Drive from Sir Francis Drake Blvd and Burdette/Taylor Lane The total length of these segments equal approximately 3800 linear feet (lf) or .72 miles. Please refer to the Attachment C to see a graphical representation of the road segments under consideration.

The next step for Staff and the Council is to authorize PEI to develop the technical Plans and Specifications necessary to complete a Bid Package that can be issued to the marketplace in the Spring of 2023 with anticipated construction start dates for the Summer and Fall of 2023 for the identified segments. Projects that go out for bid of the anticipated scope and cost require detailed construction plans and technical specifications detailing the method of repair, material and unit quantities and other construction details that the PTAP report does not include. PEI has issued a proposal to provide on-site evaluation and inspection of the proposed roadways, prepare the Bid Documents including construction drawings, plans and specifications and provide bidding support during the Bid Period. PEI will provide recommendations on best practices and the most appropriate materials and applications to ensure the best paving product for the Town of Fairfax.

The Town currently has an existing agreement with PEI to assist in the development of a five-year plan for Road Improvement and Rehabilitation. After the current initial focus of this project to develop construction drawings, plans and specifications for the identified road and street segments, Staff’s work with PEI will continue to identify future streets and roads utilizing the PTAP report and staff’s observations to generate the future plan based upon allocated budgets and available funding. When future groupings of streets and road projects are established, staff will continue to utilize PEI’s expertise to generate Bid Document packages or shall obtain the services of other specialized firms to prepare bid packages. As the Town’s budgets vary over time, the annual projects can be adjusted accordingly.
3 FISCAL IMPACT
PEI has submitted a proposal for $66,720 to provide the Town of Fairfax with the initial investigation of existing road conditions, preparation of the Bid Documents and Bid Support. This will provide the Town with the necessary documents and technical support to issue a Request for Proposals for work in this current year. Funds are available in the total amount of $678,000 for Design and Construction within the CIP Street Resurfacing and Repair general ledger fund 53-887 and Selected Streets Repaving/Rehabilitation fund 51-810. As some of the work may trigger improvements to the curbs, gutters and sidewalks, it would be appropriate to access funds from the Town’s Sidewalk Improvement fund which currently has an additional $40,000 available, if that is necessary, to complete the projects.

ATTACHMENTS
A. PTAP-23, Pavement Management Program Update Final Report B. PEI proposal Dated Feb 18, 2023
C. Graphical Representation of Street Repairs for 2023
D. Resolution Authorizing Town Manager to Execute an Amendment to the Existing Agreement with PEI for FY 22/23 Paving Repair Plans and Specifications E. Existing Agreement PEI
Town of Fairfax
142 Bolinas Rd.,
Fairfax, California 94930
PTAP-23, Pavement Management Program Update
Final Report
NCE Project No. 55.159.55
January 2023
Richmond, CA
501 Canal Blvd. Suite I
Richmond, CA 94804
Final Report
PTAP-23, Pavement Management Program Update
Fairfax, CA
January 2023
Prepared for:

Town of Fairfax
142 Bolinas Rd.,
Fairfax, California 94930
Prepared by:

Abu Asib, Ph.D.

Project Engineer

Sharlan Montgomery Dunn, Ph.D., P.E.

Senior Engineer
NCE
501 Canal Blvd. Suite I
Richmond, CA 94804
(510) 215-3620
NCE Project No. 55.159.55
The preparation of this report has been financed in part by grants from the Federal Highway Administration, U.S. Department of Transportation.

The contents of this report do not necessarily reflect the official views or policy of the U.S.

Department of Transportation
This Page Intentionally Left Blank
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

EXECUTIVE SUMMARY FAIRFAX, CA
FINAL REPORT JANUARY 2023
ES-1
Executive Summary
In 2022, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Metropolitan Transportation Commission (MTC) to update the Town of Fairfax’s (Town) the pavement management program (PMP) as part of the Pavement Management Technical Assistance Program, Round 23 (P-TAP 23). This report summarizes the results of the 2022 update and its purpose to help educate policy makers about the current condition of the street network and the impact of various funding scenarios on future network condition.

The Town is responsible for maintaining approximately 27.6 centerline miles of streets, which represents a substantial investment of approximately $48 million. In 2022, NCE collected pavement condition data throughout the network using the Metropolitan Transportation Commission (MTC) modified ASTM survey procedures.

The survey data were data were entered into StreetSaver®, which the Town uses as a decision-support tool.

Overall, the Town’s maintained pavement network is currently in “Fair” condition with an average pavement condition index (PCI) of 55. Approximately 25.9 percent of the network is in “Good” condition and 37.1 percent is in “Poor” or “Failed” condition.

The budget needs analysis indicated that the Town needs to spend approximately $13.0 million over the next five years to bring the street network to a condition that can be maintained with ongoing preventive maintenance in the most cost-effective way. Three alternative budget scenarios were performed to illustrate the impacts of different funding levels. The following table lists each scenario with its corresponding five-year budget, and the PCI and deferred maintenance at the end of the analysis period.

Scenario Description 5-Year
Budget ($M)
2027
PCI
2027 Deferred
Maintenance
($M)
1 Do Nothing - 44 22.5
2 Existing Funding 2.5 51 19.4
3 Improve PCI to 60 7.2 60 14.3
NCE recommends that the Town pursue Scenario 3, which will increase the overall network PCI to 60, increase the portion of the network in “Good” condition and limit the increase in deferred maintenance. This scenario will require $7.2 million over the next five years.

PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

TABLE OF CONTENTS FAIRFAX, CA
FINAL REPORT JANUARY 2023
i
Table of Contents
1 Introduction and Background ............................................................1 2 Network Summary .............................................................................2 3 Pavement Condition...........................................................................3 4 Maintenance and Rehabilitation Strategies ........................................5 5 Budget Analyses ................................................................................6

5.1 Budget Needs Analysis..................................................................... 7

5.2 Scenario 1: Do Nothing .................................................................... 8

5.3 Scenario 2: Existing Budget ($2.5 M/5 Years) ...................................... 9

5.4 Scenario 3: Increase PCI to 60 ($7.2 M/5 Years) ................................ 10

5.5 Scenarios Comparison.................................................................... 11 6 Conclusions and Recommendations .................................................14 List of Figures
Figure 1. Examples of Streets with Different PCIs ............................................. 3 Figure 2. Pavement Network Breakdown by Functional Classification.................... 4 Figure 3. Costs of Maintaining Pavements Over Time......................................... 5 Figure 4. PCI vs Deferred Maintenance for Scenario 1 ....................................... 8 Figure 5. PCI vs Deferred Maintenance for Scenario 2 ....................................... 9 Figure 6. PCI vs Deferred Maintenance for Scenario 3 ..................................... 10 Figure 7. Comparison of Annual PCI by Scenario ............................................ 11 Figure 8. Comparison of Annual Deferred Maintenance by Scenario ................... 12 Figure 9. Comparison of Pavement Condition Breakdown by Scenario ................ 13 PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

TABLE OF CONTENTS FAIRFAX, CA
FINAL REPORT JANUARY 2023
ii
List of Tables
Table 1. Network Summary Statistics ............................................................. 2 Table 2. Pavement Condition Breakdown by Functional Classification ................... 4 Table 3. Summary Results for Budget Needs Analysis........................................ 7 Table 4. Summary Results for Scenario 1 ........................................................ 8 Table 5. Summary Results for Scenario 2 ........................................................ 9 Table 6. Summary Results for Scenario 3 ...................................................... 10 List of Appendices
Appendix A
Section Description Inventory
Appendix B
Maintenance and Rehabilitation Decision Tree
Appendix C
Budget Needs Analysis Results
Appendix D
Budget Scenario Results
Appendix E
Pavement Condition Maps
Appendix F
Sections Selected For Treatment – Scenario 2
Appendix G
Quality Management Report
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

INTRODUCTION FAIRFAX, CA
FINAL REPORT JANUARY 2023
1 1 Introduction and Background
In 2022, Nichols Consulting Engineers, Chtd. (NCE) was selected by the Metropolitan Transportation Commission (MTC) to update the Town of Fairfax’s (Town) pavement management program (PMP) as part of the Pavement Management Technical Assistance Program, Round 23 (P-TAP 23). In general, PMPs are “designed to provide objective information and useful data so that … managers can make more consistent, cost effective and defensible decisions related to the preservation of a pavement network.1”
To update the Town’s PMP, NCE performed pavement condition surveys for the entire street network using the Metropolitan Transportation Commission (MTC) modified2 ASTM D64333 survey procedures. The surveys did not include nonpavement issues such as traffic, safety and street hazards, geometric issues, shoulders, sidewalks, curb and gutters, drainage issues, or immediate maintenance needs.

After inspection, all survey data was entered into the Town’s StreetSaver® database, and pavement condition index (PCI) calculations were performed. NCE then met with Town staff and reviewed and updated the Town’s decision tree including maintenance and rehabilitation (M&R) strategies treatment unit costs. A budget needs was then performed, and three budget scenarios were analyzed for the street network.

This report answers the following questions for Town of Fairfax:
• What does the Town’s pavement network include?
• What is the current condition of the pavement network? • What are the Town’s current M&R strategies?
• How much funding is required to perform all needed M&R treatments over the next five years?
• What effect will Town’s existing funding and other funding levels have on the network condition and deferred maintenance?
1 AASHTO “Guidelines for Pavement Management Systems.” American Association of State Highway and Transportation Officials, Washington DC, July 1990. 2 PCI Distress Identification Manuals (AC 4th Edition, PCC 3rd Edition), Metropolitan Transportation Commission, San Francisco, CA March 2016.
3 ASTM D6433-18 Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys, ASTM International, West Conshohcken, PA 2018, astm.org.

PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

NETWORK SUMMARY FAIRFAX, CA
FINAL REPORT JANUARY 2023
2 2 Network Summary
The Town is responsible for maintaining approximately 27.6 centerline miles of pavement, or 201 pavement sections. The network is composed primarily of asphalt concrete (AC) pavement with three composite (AC over portland cement concrete) pavement sections. Table 1 summarizes the street network by functional classification.

Table 1. Network Summary Statistics
The street network replacement cost is estimated to be approximately $48 million. This can be viewed as the value of the pavement network and is the amount needed to fund a reconstruction of the entire paved network. It does not include related infrastructure assets such as sidewalks, signals, markings, signs, or storm drains
Functional Class Number of
Sections
Centerline
Miles
Lane
Miles
Network
Area (%)
Arterial 29 4.8 9.6 22.6%
Collector 65 10.1 20.0 35.9%
Residential/Local 107 12.7 25.1 41.5%
Total 201 27.6 54.7 100.0%
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

PAVEMENT CONDITION FAIRFAX, CA
FINAL REPORT JANUARY 2023
3 3 Pavement Condition
Pavement condition is typically quantified using the pavement condition index (PCI), which ranges from 100 (best) to 0 (worst). Pavement condition is affected by the environment, traffic loads and volumes, construction materials, and age. Figure 1 shows example photos of Town streets with varying PCIs.

The PCI scale is divided into four general condition categories. Pavements in “Good” condition have a PCI above 70, pavements in “Fair” condition have a PCI between 50 and 69, pavements in “Poor” condition have a PCI between 25 and 49, and finally pavements in “Failed” condition have a PCI below 25.

Figure 1. Examples of Streets with Different PCIs
Oak Road
PCI = 11
Pine Drive
PCI = 65
Scenic Road
PCI = 30
Sir Francis Drake Boulevard
PCI = 84
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

PAVEMENT CONDITION FAIRFAX, CA
FINAL REPORT JANUARY 2023
4 A list of all sections in the network along with their attributes, including the PCI at the time of last inspection, is provided in Appendix A. For convenience, there are two listings – one sorted alphabetically by street name and the other sorted by descending PCI.

The current average PCI for the network is 55. This value is an area-weighted calculation performed in StreetSaver® and is based on the condition survey performed in 2022. Figure 2 breaks down the current network PCI by functional classification. As shown, the arterial streets have the highest average PCI at 58, while the residentials and collectors are just a few points lower. The average pavement condition for all functional classes fall in the “Fair” condition category.

Figure 2. Pavement Network Breakdown by Functional Classification Table 2 summarizes the network pavement condition by condition category and functional classification. Approximately a quarter of the network is in “Good” condition, a third in “Fair” condition, a quarter in “Poor” condition with 12.3 percent in “Failed” condition.

Table 2. Pavement Condition Breakdown by Functional Classification Condition
Category PCI Range Arterial (%)
Collector
(%)
Residential
(%)
Entire
Network
(%)
Good 70-100 7.7 8.3 9.9 25.9
Fair 50-69 6.6 15.1 15.3 37.0
Poor 25-49 6.6 7.2 11.0 24.8
Failed <25 1.7 5.3 5.3 12.3
Total - 22.6 35.9 41.5 100.0
Arterials
PCI = 58
Collectors
PCI = 55
Residentials
PCI = 54
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

MAINTENANCE AND REHABILITATION STRATEGIES FAIRFAX, CA
FINAL REPORT JANUARY 2023
5 4 Maintenance and Rehabilitation Strategies
The Town’s current M&R strategies include recyclable and cost-effective treatments.

In general, crack seal and microsurfacing will be applied to pavements in “Good” condition; pavements in “Fair” condition will receive microsurfacing or a thin hot mix asphalt (HMA) overlay; pavements in “Poor” condition will receive a double microsurfacing or a cold-in-place recycling (CIR) with an overlay; and finally, pavements in “Failed” condition will receive surface reconstruction. The Town’s M&R strategies are formalized into a decision tree4 (presented in Appendix B), which is instrumental in performing the budget needs analysis and budget scenarios.

Experience and research have shown that it costs much less to maintain pavement in good condition than to repair pavement that has already failed. As shown in Figure 3, by allowing pavements to deteriorate, streets that once cost $10.50/square yard (SY) to seal may soon cost $55/SY to overlay, or $169/SY to reconstruct. In other words, delaying repairs can significantly increase repair costs.

Note that surface seal can be placed on approximately 16 times as many lane miles as those requiring reconstruction.

Figure 3. Costs of Maintaining Pavements Over Time
4 Note: The StreetSaver® Maintenance and Rehabilitation Decision Tree” divides the “Fair” condition category to separate pavements with primarily non-load related distresses (e.g. longitudinal cracking) from those with load-related distresses (alligator cracking).

Good
Fair
Poor
Failed
40% 75% 90%
Crack Seal/Microsurfacing
$1.75 – 10.50/SY
Microsurfacing/Thin Overlay
$12.50 – 55.00/SY
Double Microsurfacing/CIR w/Overlay
$24.00-78.00/SY
Surface Reconstruction
$79.00-169.00/SY
Percent of Pavement Life
Pavement Condition
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
6 5 Budget Analyses
Based on the principle that it costs less to maintain streets in good condition than it does to repair those that have failed, cost-effective PMPs employ strategies that eliminate the deferred maintenance5 and then maintain the network with on-going preventive maintenance. Such strategies bring the network condition to an optimal PCI that can be maintained over time.

The first step in developing such a cost-effective strategy is to determine the total maintenance budget needs of the network. The next step is to conduct alternative budget scenario analyses. In consultation with the Town, three funding scenarios were selected for analysis and performed using StreetSaver®:
o Scenario 1: Do Nothing – This scenario assumes the Town will not put any funding toward pavement M&R over the next five years.
o Scenario 2: Existing Budget – This scenario assumes that Town will spend approximately $0.5 million per year on pavement M&R over the next five years.
o Scenario 3: Increase PCI to 60: This scenario aims to improve the network PCI to 60 over the next five years.

The budget needs analysis and budget scenarios are presented in the following subsections. The detailed results of the budget needs analysis are provided in Appendix C. The detailed results of the budget scenarios are provided in Appendix D. Additionally, maps illustrating the current pavement condition and the projected 2027 pavement condition for each scenario are provided in Appendix E. 5 Deferred maintenance is M&R not performed due to insufficient funding.

PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
7 5.1 BUDGET NEEDS ANALYSIS
The total budget needs for the network represents the cost associated with performing M&R treatments at the optimal time – optimal meaning the PCI is maximized and the cost is minimized – over the analysis period. This was done by performing a budget needs analysis in StreetSaver® with an inflation rate of five percent for an analysis period of five years.

The results of the budget needs analysis are presented in Table 3. The total budget needs for the entire network for the next five years are estimated to be $13.0 million. Of the total budget needs, approximately $0.8 million (6.4 percent) is devoted to preventive maintenance, while the rest is allocated for more costly rehabilitation and reconstruction treatments.

Table 3. Summary Results for Budget Needs Analysis
Year 2023 2024 2025 2026 2027 Total
Budget Needs ($M) 12.5 0.3 0.2 0.0 0.0 13.0
Treated PCI 87 83 82 80 78 N/A
Untreated PCI 55 52 49 47 44 N/A
If the Town follows this ideal strategy, the average network PCI will immediately increase, as a large amount of deferred maintenance6 is addressed in the first year, and then stabilize in the high-70s. This type of budget, that addresses all the deferred maintenance in the first year, is known as front-loaded. Alternatively, if no maintenance is performed over the next five years the network PCI will drop to 44 by 2027.
6 Note: The budget needs for the first year of the analysis represents the Town’s current deferred maintenance value.

PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
8 5.2 SCENARIO 1: DO NOTHING
This scenario assumes the Town will not put any funds toward pavement M&R over the next five years. As shown in Table 4 and Figure 4, the network PCI will decrease to 44 and the deferred maintenance will increase to $22.5 million by 2027. Additionally, 28.6 percent of the network will be in “Failed” condition and

18.4 percent of the network will be in “Good” condition.

Table 4. Summary Results for Scenario 1
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.0 0.0 0.0 0.0 0.0 0.0
Deferred Maintenance($M) 12.5 14.5 16.9 19.0 22.5 N/A
Treated PCI 55 52 49 47 44 N/A
Figure 4. PCI vs Deferred Maintenance for Scenario 1
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
9 5.3 SCENARIO 2: EXISTING BUDGET ($2.5 M/5 YEARS)
This scenario assumes the Town will have $0.5 million per year for pavement M&R over the next five years on top of the funds required to complete the proposed rehabilitation project on Scenic Road between Azalea Avenue and Manor Road in 2023. As shown in Table 5 and Figure 5, the network PCI will decrease to 51 and the deferred maintenance will increase to $19.4 million by 2027. Additionally, 40.5 percent of the network will be in “Good” condition with 27.9 percent in “Failed” condition. A list of sections selected for treatment are provided in Appendix F.

Table 5. Summary Results for Scenario 2
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.5 0.5 0.5 0.5 0.5 2.5
Deferred Maintenance ($M) 11.9 13.4 15.1 16.6 19.4 NA
Treated PCI 57 56 54 53 51 NA
Figure 5. PCI vs Deferred Maintenance for Scenario 2
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
10 5.4 SCENARIO 3: INCREASE PCI TO 60 ($7.2 M/5 YEARS)
This scenario aims to improve the network to 60 by 2027. As shown in Table 6 and Figure 6, the estimated financial commitment required to accomplish this goal is $7.2 million over five years. Note that the 2023 budget is on top of the funds required to complete the proposed rehabilitation project on Scenic Road between Azalea Avenue and Manor Road. This scenario will result in in 55.3 percent of the network will being in “Good” condition and the deferred maintenance increasing slightly to $14.3 million.

Table 6. Summary Results for Scenario 3
Year 2023 2024 2025 2026 2027 Total
Budget ($M) 0.7 1.0 1.5 1.8 2.2 7.2
Deferred Maintenance ($M) 11.7 12.7 13.3 13.5 14.3 NA
Treated PCI 57 57 58 59 60 NA
Figure 6. PCI vs Deferred Maintenance for Scenario 3
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
11 5.5 SCENARIOS COMPARISON
Figure 7 graphically compares the annual changes in PCI for each of the scenarios.

As mentioned before, the PCI will decrease to 44 and 51 for Scenarios 1 and 2, respectively, and increase to 60 for Scenario 3.

Figure 7. Comparison of Annual PCI by Scenario
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
12 Figure 8 illustrates the changes in deferred maintenance over time for each scenario. For Scenario 1, the deferred maintenance will increase by 80 percent. In Scenario 2, the deferred maintenance will increase by 50 percent, and for Scenario 3 the deferred maintenance will slightly increase to $14.3 million by 2027.

Figure 8. Comparison of Annual Deferred Maintenance by Scenario PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

BUDGET ANALYSES FAIRFAX, CA
FINAL REPORT JANUARY 2023
13 Figure 9 illustrates the percent change in pavement condition for each scenario. As noted previously, currently, one quarter of the network is in “Good” condition, with

12.3 percent in “Failed” condition. For Scenario 1, the portion of the network in “Good” condition will decrease to 18.4 percent while the portion in “Failed” conditions will increase to 28.6 percent. For Scenarios 2 and 3, the portion of the network in “Good” condition will increase to 40.5 percent and 55.3 percent, respectively, while the portion in “Poor” condition will also increase to over a quarter.

Figure 9. Comparison of Pavement Condition Breakdown by Scenario PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

CONCLUSIONS AND RECOMMENDATIONS FAIRFAX, CA
FINAL REPORT JANUARY 2023
14 6 Conclusions and Recommendations
In summary, the Town of Fairfax has a substantial investment of $48 million in the pavement network. Overall, the pavement network is in “Fair” condition with a PCI of 55. Approximately 25.9 percent of the network is in “Good” condition and 37.1 percent is in “Poor” or “Failed” condition.

The analyses indicate that the Town needs to spend approximately $13.0 million on maintenance and rehabilitation over the next five years to essentially repair all pavement sections, thus bringing the network into a condition that can be maintained with ongoing preventive maintenance. In the long run, this strategy will save the Town money by preventing future pavement deterioration to levels requiring rehabilitation or reconstruction.

Based on the data collected and the scenarios analyzed and presented in this report, NCE offers the following recommendations.

1. Funding - The primary goal of PMPs should be to offer users a safe and functional pavement network without unduly increasing the maintenance burden in the future. With that in mind, NCE recommends the Town pursue Scenario 3, which will increase the overall network PCI to 60, increase the portion of the network in “Good” condition, and limit the increase in deferred maintenance. This scenario will require $7.2 million over the next five years.

To address the gap between the Town’s existing funding and the recommended scenario, NCE recommends the Town pursue additional funding sources.

Potential funding sources:

Federal Funding Sources
o American Rescue Plan Act (ARPA)
o Community Development Block Grants (CDBG)
o Congestion Mitigation and Air Quality Improvement Program (CMAQ) o Federal Emergency Management Agency (FEMA)
o Highway Safety Improvement Program (HSIP)
o Bipartisan Infrastructure Investment and Jobs Act (IIJA) o Regional Surface Transportation Program (RSTP)
o Surface Transportation Program (STP)
o Secure Rural Schools and Community Self-Determination Act State Funding Sources
o Active Transportation Program (ATP), which now includes the Bicycle Transportation Account (BTA) and Safe Routes to Schools (SR2S) o AB 2766 (vehicle surcharge)
o CalRecycle grants
PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

CONCLUSIONS AND RECOMMENDATIONS FAIRFAX, CA
FINAL REPORT JANUARY 2023
15 o State Transportation Improvement Program (STIP)
o State Water Resource Control Board
o Transportation Development Act (TDA)
o Traffic Safety Fund
o Transportation Uniform Mitigation Fee (TUMF)
o Vehicle License Fees (VLF)
Local/Regional Funding Sources
o Development impact fees
o Enterprise Funds (solid waste and water) MTC PTAP (Pavement Management Technical Assistance Program)
o Flood Control Districts
o General funds
o Local sales tax measures
o MTC PTAP (Pavement Management Technical Assistance Program) o OBAG (One Bay Area Grant Program)
o Parcel/property taxes
o Solid waste funds
o Traffic impact fees
o Traffic safety/circulation fees
o Transportation mitigation fees
o Transient Occupancy Taxes (TOT)
o Underground impact fees
o Utilities (e.g., stormwater, water, wastewater enterprise funds) o Various assessment districts (lighting, maintenance, flood control, community facilities)
o Vehicle registration fees
o Vehicle code fines

2. Pavement Management Strategies – Since a significant portion of the Town’s streets are currently in “Good” condition, it is important to maintain that condition to the extent possible. Preservation occurs when streets with PCIs higher than 70 receive treatments such as surface seals (slurry, chip, microsurfacing, etc.). Seals are relatively inexpensive treatments that prevent moisture ingress and thus preserve the integrity of the underlying base material. NCE recommends that the Town balance preventive maintenance with rehabilitation and reconstruction projects to preserve pavements in “Good” condition, improve pavements in “Poor” condition, and avoid increasing the deferred maintenance.

3. Reinspection Strategies – In order to make appropriate management decisions based on current data, NCE recommends that the Town perform pavement condition inspections on arterials and collectors every 2 years and PTAP-23, PAVEMENT MANAGEMENT PROGRAM UPDATE

CONCLUSIONS AND RECOMMENDATIONS FAIRFAX, CA
FINAL REPORT JANUARY 2023
16 on residentials at least every 4 to 5 years. This also ensures that the Town remains compliant with MTC requirements for certification and funding.

Additionally, since StreetSaver® and other prediction models do not yet consider the effect of specialized materials such as asphalt-binders with rubber or polymers, the actual performance of Town pavements may not be fully modeled in the analysis. For this additional reason, NCE recommends regular pavement condition surveys to ensure model accuracy and relevance.

4. M&R Decision Tree – Considering the recent volatility in oil prices and curb ramp requirements, the future cost of construction is unknown and unpredictable. NCE therefore recommends that the Town annually review and update the M&R treatment strategies and associated unit costs to reflect current construction techniques and changing costs. This will ensure that the results for the budget analyses are reliable and as accurate as possible.

Appendix A

SECTION DESCRIPTION INVENTORY
Nichols Consulting Engineers, Chtd.

Section Description Inventory Report
This report lists a variety of section description information for each of the City’s pavement sections. It lists the street and section identifiers, limits, functional class, surface type, number of lanes, length, width, area, Inspected PCI, and PCI date.

All of the City’s pavement sections are included in the report. Two versions of the report are provided.

The first is sorted alphabetically by Street Name and Section ID and the second report is sorted by descending PCI. The field descriptions in this report are listed below:

COLUMN DESCRIPTION
Street ID
Street Identification - A code up to ten characters/digits to identify the street. Generally, the street name is truncated to six characters. The Street ID should be unique for each street.

Section ID Section Identification - A code up to ten characters/digits to identify the section number.

The Section ID must be unique for each section of one street.

Street Name Street Name - The name of the street as indicated by street signs in the field.

Begin Location Beginning limit of the section.

End Location Ending limit of the section.

No. of Lanes Number of travel lanes.

Functional Class
(FC)
Functional Classification: A = Arterial, C = Collector, R = Residential, O = Other, NCR = Non City Road
Length (ft) Length of the section in feet.

Width (ft) Average width of the section in feet.

Area (sf) Area of section in square feet.

Surface Type (ST) Surface Type (AC = Asphalt Concrete), AC/AC = Asphalt Concrete Overlay, PCC = Portland Cement Concrete, GRAVEL = Gravel).

PCI Date The last inspection date or rehabilitation date.

PCI Average PCI for the section. The value is based on the last inspection.

Nichols Consulting Engineers, Chtd.

Section Description Inventory – Sorted by Street Name
City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
ACACIA 10 ACACIA ROAD SCENIC RD DEAD END 2 R AC 980 12 11,760 9/10/2022 89 ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END 2 R AC/AC 195 12 2,340 9/10/2022 70 ARROYO 10 ARROYO ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 646 12 7,752 9/9/2022 84 AZALEA 10 AZALEA AVENUE SIR FRANCIS DRAKE BLVD SEQUOIA RD 2 R AC/AC 789 20 15,780 9/9/2022 77 BANKST 10 BANK STREET BROADWAY ELSIE LANE 2 R AC 280 32 8,960 9/10/2022 37 BARKER 10 BARKER AVENUE PORTEOUS AVENUE DEAD END 2 R AC/AC 345 18 6,210 8/30/2022 45 BAYROA 10 BAY ROAD SCENIC ROAD DEAD END 2 R AC 1,014 14 14,196 9/10/2022 35 BAYWOO 10 BAYWOOD COURT LANDSDALE AVENUE DEAD END 2 R AC/AC 470 18 8,460 9/9/2022 95 BELLEA 10 BELLE AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 295 18 5,310 9/9/2022 79 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 515 18 9,270 9/9/2022 82 BELMON 10 BELMONT AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 271 24 6,504 9/9/2022 55 BELMON 20 BELMONT AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 543 14 7,602 9/9/2022 95 BLACKB 10 BLACKBERRY LANE CREEK ROAD FORREST AVE 2 R AC/AC 190 18 3,420 8/29/2022 54 BOLINA 10 BOLINAS ROAD BROADWAY PARK ROAD 2 A AC 962 34 32,708 8/30/2022 53 BOLINA 20 BOLINAS ROAD PARK ROAD CASCADE DRIVE 2 A AC 1,227 36 44,172 8/30/2022 54 BOLINA 30 BOLINAS ROAD CASCADE DRIVE 1120' SO. OF CASCADE DRIVE 2 A AC 1,120 20 22,400 8/30/2022 39 BOLINA 40 BOLINAS ROAD 1120' SO. OF CASCADE DRIVE 2200' SO OF CASCADE DRIVE 2 A AC 1,080 20 21,600 8/30/2022 25 BOLINA 50 BOLINAS ROAD 2200' SO OF CASCADE DRIVE TOWN LIMITS 2 A AC 1,048 20 20,960 8/30/2022 26 BOTHIN 10 BOTHIN ROAD MARIN AVENUE OLEMA ROAD 2 C AC/AC 460 26 11,960 8/29/2022 74 BOTHIN 20 BOTHIN ROAD OLEMA ROAD 1041' WEST OF OLEMA ROAD 2 C AC/AC 1,041 26 27,066 8/29/2022 61 BOTHIN 30 BOTHIN ROAD 1041' WEST OF OLEMA ROAD TOWN LIMITS 2 C AC/AC 1,031 25 25,775 8/29/2022 68 BRIDGE 10 BRIDGE COURT DOMINGA AVENUE DEAD END 2 R AC/AC 97 16 1,552 9/10/2022 95 BROADW 20 BROADWAY BANK ST MERWIN AVENUE 2 C AC 472 22 10,384 8/29/2022 25 BROADW 25 BROADWAY MERWIN AVENUE AZALEA AVENUE 2 C AC/AC 402 22 8,844 8/29/2022 38 BROADW 10a BROADWAY PACHECO AVE CLAUS DR 3 C AC 828 60 49,680 9/9/2022 63 BROADW 10b BROADWAY CLAUS DR BANK ST 3 C AC/AC 155 60 9,300 8/29/2022 71 BROADW 35A BROADWAY AZALEA AVENUE 50 FT. NW AZALEA AVE. 2 C AC/AC 50 22 1,100 8/29/2022 70 BROADW 35B BROADWAY 50 FT NW AZALEA AVE. SIR FRANCIS DRAKE BLVD. 2 C AC 340 22 7,480 8/29/2022 51 CANYON 10 CANYON ROAD CASCADE DRIVE 1017' WEST OF CASCADE DRIVE 2 C AC/AC 1,017 14 14,238 8/30/2022 76 CANYON 20 CANYON ROAD 1017' WEST OF CASCADE DRIVE 2454' WEST OF CASCADE DRIVE 2 C AC/AC 1,437 17 24,429 8/30/2022 55 CANYON 30 CANYON ROAD 2428' WEST OF CASCADE DRIVE DEAD END 2 C AC/AC 672 14 9,408 8/30/2022 50 CASCAD 10 CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF BOLINAS DRIVE 2 C AC/AC 1,285 32 41,120 8/30/2022 76 CASCAD 20 CASCADE DRIVE 1285' WEST OF BOLINAS DR LAUREL DRIVE 2 C AC/AC 853 21 17,913 8/30/2022 78 CASCAD 30 CASCADE DRIVE LAUREL DRIVE MEADOW WAY 2 R AC/AC 1,295 20 25,900 8/30/2022 63 CASCAD 40 CASCADE DRIVE MEADOW WAY 690' WEST OF MEADOW WAY 2 R AC/AC 690 24 16,560 8/30/2022 61 CASCAD 50 CASCADE DRIVE 690' WEST OF MEADOW WAY CANYON ROAD 2 R AC/AC 933 21 19,593 8/30/2022 70 CASCAD 60 CASCADE DRIVE CANYON ROAD 890' WEST OF CANYON ROAD 2 R AC/AC 890 18 16,020 8/30/2022 53 CASCAD 70 CASCADE DRIVE 890' WEST OF CANYON ROAD 1770' WEST OF CANYON ROAD 2 R AC/AC 880 15 13,200 8/30/2022 64 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 1/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CASCAD 80 CASCADE DRIVE 1770' WEST OF CANYON ROAD DEAD END 2 R AC/AC 833 15 12,495 8/30/2022 68 CENTER 10 CENTER BOULEVARD TOWN LIMITS PASTORI AVENUE 2 R AC 808 40 32,320 8/30/2022 91 CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF PASTORI
AVENUE
2 R AC 727 51 37,077 8/30/2022 52
CENTER 30 CENTER BOULEVARD
727' NORTH OF PASTORI
AVENUE
PACHECO AVENUE 2 R AC/AC 599 54 32,346 8/30/2022 31
CHESTE 10 CHESTER AVENUE WILLOW AVENUE 402' WEST OF WILLOW AVENUE 2 R AC/AC 402 14 5,628 9/10/2022 63 CHESTE 20 CHESTER AVENUE LIVE OAK AVENUE
556' NORTH OF LIVE OAK
AVENUE
2 R AC/AC 556 14 7,784 9/10/2022 39
CLAUSC 10 CLAUS CIRCLE CLAUS DRIVE CLAUS DRIVE 2 R AC 321 26 8,346 9/9/2022 20 CLAUSD 10 CLAUS DRIVE

SIR FRANCIS DRAKE

BOULEVARD
TAYLOR DRIVE 2 R AC 494 26 12,844 9/9/2022 43
COOLID 10 COOLIDGE AVENUE BELMONT AVENUE BELLE AVENUE 2 R AC/AC 227 14 3,178 9/9/2022 95 COREEL 10 COREE LANE FRUSTUCK AVENUE DEAD END 2 R AC 267 14 3,738 9/9/2022 81 COURTL 10 COURT LANE DOMINGA AVENUE DEAD END 1 R AC/AC 141 14 1,974 8/29/2022 95 CREEKR 10 CREEK ROAD PORTEOUS AVENUE BLACKBERRY LANE 2 C AC/AC 752 18 13,536 8/29/2022 26 CREEKR 20 CREEK ROAD BLACKBERRY LANE BOLINAS ROAD 2 C AC/AC 475 20 9,500 8/29/2022 14 CRESCE 10 CRESCENT CIRCLE OAK TREE LANE DEAD END 2 R AC/AC 331 29 9,599 9/10/2022 57 CRESTR 10 CREST ROAD HILLSIDE DRIVE 1422' SO.EAST OF HILLSIDE DR. 2 R AC 1,422 14 19,908 8/30/2022 36 CYPRES 10 CYPRESS DRIVE CASCADE DRIVE 760' WEST OF HICKORY ROAD 2 C AC/AC 1,264 34 42,976 9/9/2022 67 CYPRES 40 CYPRESS DRIVE 1700' NORTH OF LAUREL DRIVE 935' NORTH OF LAUREL DRIVE 2 C AC/AC 765 16 12,240 9/9/2022 51 CYPRES 50 CYPRESS DRIVE 935' NORTH OF LAUREL LAUREL DRIVE 2 C AC/AC 1,700 16 27,200 9/9/2022 69 DEERP 10 DEER PARK DR HILLSIDE DR END (E) 2 R AC 565 16 9,040 8/30/2022 61 DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT 2 C AC/AC 847 20 16,940 8/29/2022 29 DOMING 20 DOMINGA AVENUE BRIDGE COURT NAPA AVENUE 2 C AC/AC 472 20 9,440 8/29/2022 47 ELSIEL 10 ELSIE LANE BOLINAS ROAD BANK ST 2 R AC/AC 595 36 21,420 9/10/2022 16 FORREA 10 FORREST AVENUE MEERNAA AVENUE SUMMER AVENUE 2 C AC/AC 1,080 14 15,120 8/30/2022 73 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,230 14 17,220 8/30/2022 53
FORREA 30 FORREST AVENUE
1230' EAST OF SUMMER
AVENUE
2230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,000 14 14,000 8/30/2022 65
FORREA 40 FORREST AVENUE
2230' EAST OF SUMMER
AVENUE
TOWN LIMITS 2 C AC/PCC 850 14 11,900 8/30/2022 55
FORRES 50 FORREST TERRACE MEERNA AVENUE FORREST AVENUE 2 R AC 957 14 13,398 8/30/2022 24 FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE 2 C AC/AC 839 15 12,585 9/9/2022 56 FRUSTU 20 FRUSTUCK AVENUE WRENDEN AVENUE MANZANITA ROAD 2 C AC 1,278 14 17,892 9/9/2022 35 FRUSTU 30 FRUSTUCK AVENUE MANZANITA ROAD WILLIS LANE 2 C AC 1,029 14 14,406 9/9/2022 63 FRUSTU 40 FRUSTUCK AVENUE WILLIS LANE 500' WEST OF BOLINAS ROAD 2 C AC 396 14 5,544 9/9/2022 32 FRUSTU 50 FRUSTUCK AVENUE 500' WEST OF BOLINAS ROAD BOLINAS ROAD 2 C AC 500 14 7,000 9/9/2022 59 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 2/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
GEARYA 10 GEARY AVENUE TAYLOR DRIVE TAYLOR DRIVE 2 R AC/AC 666 13 8,658 9/9/2022 36 GLENDR 10 GLEN DRIVE

SIR FRANCIS DRAKE

BOULEVARD
1260' NORTH OF SFD BLVD 2 C AC/AC 1,260 35 44,100 8/29/2022 64 GLENDR 20 GLEN DRIVE 1260' NORTH OF SFD BLVD TOWN LIMIT 2 C AC/AC 1,200 40 48,000 8/29/2022 75 HAWTHORNE 10 HAWTHORNE CT OLEMA RD END 2 R AC 210 20 4,200 8/29/2022 17 HICKOR 05 HICKORY ROAD CASADE DR CYPRESS DR 2 R AC 178 20 3,560 9/9/2022 74 HICKOR 10 HICKORY ROAD CYPRESS DRIVE DEAD END 2 R AC 1,132 20 22,640 9/9/2022 7 HILLAV 10 HILL AVENUE BELLE AVENUE TOWN LIMITS 2 R AC/AC 475 18 8,550 9/9/2022 30 HILLSI 20 HILLSIDE DRIVE MEERNA AVENUE
770' NORTH OF MEERNA
AVENUE
2 C AC 770 12 9,240 8/30/2022 23
HILLSI 30 HILLSIDE DRIVE
770' NORTH OF MEERNA
AVENUE
1275' NORTH OF MEERNA
AVENUE
2 C AC 505 12 6,060 8/30/2022 25
HILLSI 40 HILLSIDE DRIVE
1275' NORTH OF MEERNA
AVENUE
CREST ROAD 2 C AC 625 12 7,500 8/30/2022 20
HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END 2 C AC/AC 850 14 11,900 8/30/2022 40 INYOAV 10 INYO AVENUE PACHECO AVENUE END 2 R AC/AC 498 20 9,960 8/29/2022 15 IRONSP 10 IRON SPRINGS ROAD ROCK RIDGE ROAD DEAD END 2 R AC/AC 886 12 10,632 8/29/2022 69 IVYLAN 10 IVY LANE PORTEOUS AVENUE MEERNA AVENUE 2 R AC/AC 118 18 2,124 8/29/2022 54 JUNECO 10 JUNE COURT

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC 309 16 4,944 8/29/2022 34
KENTAV 10 KENT AVENUE BELMONT AVENUE SIR FRANCIS DRAKE BLVD 2 R AC 481 24 11,544 9/9/2022 66 LANSDA 10 LANSDALE AVENUE PASTORI AVENUE TOWN LIMITS 2 R AC/AC 794 18 14,292 9/9/2022 84 LAUREL 10 LAUREL DRIVE CASCADE DRIVE PINE ROAD 2 C AC 950 14 13,300 8/30/2022 71 LAUREL 20 LAUREL DRIVE PINE ROAD WOODLAND ROAD 2 C AC/AC 1,382 18 24,876 8/30/2022 58 LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF MAPLE AVENUE 2 R AC/AC 1,027 18 18,486 9/10/2022 52 LIVEOA 20 LIVE OAK AVENUE 1027' WEST OF MAPLE AVENUE DEAD END 2 R AC/AC 858 18 15,444 9/10/2022 51 MADROC 10 MADRONE COURT LAUREL DRIVE DEAD END 2 R AC 343 18 6,174 9/9/2022 32 MADROR 10 MADRONE ROAD LAUREL DRIVE 895' NORTH OF LAUREL DRIVE 2 R AC 895 14 12,530 9/9/2022 35 MADROR 20 MADRONE ROAD 895' NORTH OF LAUREL DRIVE 1625' NORTH OF LAUREL DRIVE 2 R AC 730 14 10,220 9/9/2022 36 MAINC 10 MAIN COURT PACHECO AVENUE DEAD END 2 R AC/AC 208 20 4,160 8/29/2022 68 MANORR 10 MANOR ROAD MARIN AVENUE OLEMA ROAD 2 R AC/AC 393 26 10,218 8/29/2022 76 MANORR 15 MANOR ROAD OLEMA ROAD LOWER SCENIC ROAD 2 C AC 670 23 15,410 8/29/2022 26 MANORR 25 MANOR ROAD LOWER SCENIC ROAD TAMALPIAS ROAD 2 C AC 500 23 11,500 8/29/2022 84 MANZAC 10 MANZANITA COURT MANZANITA ROAD DEAD END 2 R AC 123 10 1,230 9/9/2022 85 MANZAR 10 MANZANITA ROAD
543 FROM WRENDEN

FRUSTRUCK INT
991 FRM WRENDEN

FRUSTRUCK INT
2 R AC/AC 448 14 6,272 9/9/2022 62
MANZAR 20 MANZANITA ROAD
991 FRM WRENDEN

FRUSTRUCK INT
FRUSTUCK AVENUE 2 R AC/AC 594 14 8,316 9/9/2022 63
MAPLEA 10 MAPLE AVENUE WILLOW AVENUE LIVE OAK AVENUE 2 R AC/AC 387 15 5,805 9/10/2022 35 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 3/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
MAPLEA 20 MAPLE AVENUE LIVE OAK AVENUE DEAD END 2 R AC/AC 685 15 10,275 9/10/2022 27 MARINC 10 MARINDA COURT MARINDA DRIVE DEAD END 2 R AC 186 29 5,394 9/10/2022 44 MARIND 10 MARINDA DRIVE

SIR FRANCIS DRAKE

BOULEVARD
SAN GABRIEL DRIVE 2 C AC 685 30 20,550 9/10/2022 37
MARIND 20 MARINDA DRIVE SAN GABRIEL DRIVE DEAD END 2 C AC 1,398 30 41,940 9/10/2022 62 MARINR 10 MARIN ROAD OLEMA ROAD

MANOR ROAD (AROUND
CIRCLE) 2 C AC/AC 398 25 9,950 8/29/2022 83
MARINR 20 MARIN ROAD MANOR ROAD (TOP OF CIRCLE) SIR FRANCIS DRAKE BLVD 2 C AC 140 48 6,720 8/29/2022 88 MEADOW 10 MEADOW WAY (1) CASCADE DR MEADOW WAY (2) "T" 2 R AC 380 20 7,600 8/30/2022 36 MEADOW 20 MEADOW WAY (2) N E END GATE (SW END) 2 R AC/AC 805 20 16,100 8/30/2022 82 MEADOW 30 MEADOW WAY (3) MEADOW WAY (2) E END 2 R AC 642 18 11,556 8/30/2022 68 MEERNA 10 MEERNA AVENUE CREEK ROAD IVY LANE 2 C AC/AC 870 18 15,660 8/29/2022 42 MEERNA 20 MEERNA AVENUE IVY LANE HILLSIDE DRIVE 2 C AC/AC 942 18 16,956 8/30/2022 76 MEERNA 30 MEERNA AVENUE HILLSIDE DR PORTEOUS AV 2 R AC 995 19 18,905 8/30/2022 76 MERWIN 10 MERWIN AVENUE BROADWAY PARK ROAD 2 R AC 651 21 13,671 8/29/2022 40 MONOAV 05 MONO AVENUE BOLINAS RD BANK ST 2 R AC 230 11 2,530 8/29/2022 95 MONOAV 10 MONO AVENUE BOLINAS RD PACHECO AV 2 R AC/AC 525 16 8,400 8/29/2022 95 MONOAV 20 MONO AVENUE PACHECO AVE INYO AVE 2 R AC/AC 638 20 12,760 8/29/2022 38 MOUNTA 10 MOUNTAIN VIEW ROAD MANZANITA ROAD TAMALPIAS ROAD 2 R AC/AC 1,035 14 14,490 9/9/2022 89 MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END 2 R AC/AC 485 21 10,185 8/29/2022 52 NAPAAV 10 NAPA AVENUE PACHECO AVENUE DOMINGA AVENUE 2 R AC/AC 300 20 6,000 8/29/2022 48 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE 2 R AC 1,249 15 18,735 9/9/2022 11 OAKTRE 10 OAK TREE LANE

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC/AC 494 29 14,326 9/10/2022 55
OLEMAR 10 OLEMA ROAD

SIR FRANCIS DRAKE

BOULEVARD
MARIN ROAD 2 C AC 1,050 24 25,200 8/29/2022 63
OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS 2 C AC 1,480 23 34,040 8/29/2022 51 PACHEC 10 PACHECO AVENUE SIR FRANCIS DRAKE BLVD DEAD END 2 R AC/AC 596 20 11,920 8/29/2022 49 PARKRO 10 PARK ROAD BOLINAS ROAD SCHOOL STREET 2 R AC/AC 588 24 14,112 8/29/2022 47 PARKRO 20 PARK ROAD SCHOOL STREET SPRUCE ROAD 2 R AC 585 21 12,285 8/29/2022 51 PASTOR 10 PASTORI AVENUE

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC 608 32 19,456 9/9/2022 85
PINEDR 10 PINE DRIVE LAUREL DRIVE 635' WEST OF LAUREL DRIVE 2 C AC/AC 635 16 10,160 9/9/2022 59 PINEDR 20 PINE DRIVE 635' WEST OF LAUREL DRIVE 1900' WEST OF LAUREL DRIVE 2 C AC/AC 1,265 14 17,710 9/9/2022 66 PINEDR 30 PINE DRIVE 1900' WEST OF LAUREL DRIVE 2760' WEST OF LAUREL DRIVE 2 C AC/AC 860 14 12,040 9/9/2022 65 PIPERC 10 PIPER COURT PIPER LANE DEAD END 2 R AC/AC 492 23 11,316 9/10/2022 93 PIPERL 10 PIPER LANE OAK MANOR DRIVE DEAD END 2 R AC/AC 1,002 34 34,068 9/10/2022 95 PORTEO 10 PORTEOUS AVENUE BOLINAS ROAD IVY LANE 2 C AC/AC 720 18 12,960 8/30/2022 30 PORTEO 20 PORTEOUS AVENUE IVY LANE WOOD LANE 2 C AC/AC 261 18 4,698 8/30/2022 11 PORTEO 30 PORTEOUS AVENUE WOOD LANE TOWN LIMITS 2 C AC/AC 1,160 17 19,720 8/30/2022 30 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 4/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
REDWOO 10 REDWOOD ROAD SCENIC ROAD 420' WEST OF SCENIC ROAD 2 C AC/AC 420 12 5,040 9/10/2022 87 REDWOO 20 REDWOOD ROAD 420' WEST OF SCENIC ROAD 1240' WEST OF SCENIC ROAD 2 C AC/AC 820 12 9,840 9/10/2022 89 REDWOO 30 REDWOOD ROAD 1240' WEST OF SCENIC ROAD 1800' WEST OF SCENIC ROAD 2 C AC/AC 560 14 7,840 9/10/2022 91 RIDGER 10 RIDGE ROAD SCENIC ROAD CUL-DE-SAC 2 R AC/AC 1,536 12 18,432 9/9/2022 47 RIDGEW 10 RIDGEWAY AVENUE LIVE OAK AV END 2 R AC/AC 1,350 16 21,600 9/10/2022 73 ROCCAD 20 ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE AT SADY LANE 2 R AC/AC 1,701 14 23,814 9/9/2022 69 ROCKRI 10 ROCK RIDGE ROAD MANOR ROAD BOTHIN ROAD 2 R AC 1,115 25 27,875 8/29/2022 8 SANGAC 10 SAN GABRIEL COURT SAN GABRIEL DRIVE DEAD END 2 R AC 177 30 5,310 9/10/2022 41 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE 1148' EAST OF MARINDA DRIVE 2 C AC 1,148 30 34,440 9/10/2022 26 SANGAD 20 SAN GABRIEL DRIVE 1148' EAST OF MARINDA DRIVE DEAD END 2 C AC 633 30 18,990 9/10/2022 27 SANMIG 10 SAN MIGUEL COURT

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC/AC 409 23 9,407 9/10/2022 32
SCENIC 05 SCENIC ROAD AZALEA AVENUE ACACIA ROAD 2 R AC 1,165 18 20,970 9/9/2022 30 SCENIC 10 SCENIC ROAD ACACIA ROAD TAMALPIAS ROAD 2 A AC 625 24 15,000 9/9/2022 51 SCENIC 30 SCENIC ROAD 200' WEST OF BAY ROAD 400' NORTH OF REDWOOD ROAD
2 A AC/AC 922 15 13,830 9/9/2022 51
SCENIC 40 SCENIC ROAD
400' NORTH OF REDWOOD
ROAD
REDWOOD ROAD 2 A AC/AC 458 14 6,412 9/9/2022 88
SCENIC 50 SCENIC ROAD REDWOOD ROAD TAMALPIAS ROAD 2 A AC/AC 580 14 8,120 9/9/2022 87 SCENIC 60 SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC ROAD 2 A AC 1,145 15 17,175 9/9/2022 54 SCENIC 20A SCENIC ROAD TAMALPIAS ROAD BAY ROAD 2 A AC/AC 535 14 7,490 9/9/2022 85 SCENIC 20B SCENIC ROAD BAY ROAD 200 FT W. BAY ROAD 2 A AC/AC 200 14 2,800 9/9/2022 62 SCHOOL 10 SCHOOL STREET BROADWAY PARKING LOT 2 R AC 120 25 3,000 9/10/2022 17 SCHOOL 20 SCHOOL STREET PARK ROAD DEAD END 2 R AC 150 25 3,750 9/9/2022 63 SEQUOI 10 SEQUOIA ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 974 19 18,506 9/9/2022 70 SHEMRC 10 SHEMRAN COURT

SIR FRANCIS DRAKE

BOULEVARD
NORTH TO DEAD END 2 R AC 380 23 8,740 8/29/2022 81
SHERMA 10 SHERMAN AVENUE BOLINAS ROAD DOMINGA AVENUE 2 R AC/AC 262 18 4,716 8/29/2022 65 SIRFRA 10 SIR FRANCIS DRAKE

BOULEVARD
TOWN LIMITS PACHECO AVENUE 2 A AC/AC 1,526 36 54,936 9/9/2022 50 SIRFRA 20 SIR FRANCIS DRAKE

BOULEVARD
PACHECO AVENUE BANK STREET 2 A AC 819 35 28,665 9/9/2022 70 SIRFRA 30 SIR FRANCIS DRAKE

BOULEVARD
BANK STREET BROADWAY 2 A AC 939 36 33,804 9/9/2022 65
SIRFRA 40 SIR FRANCIS DRAKE

BOULEVARD
BROADWAY SAN MIGUEL COURT 2 A AC 939 47 44,133 9/9/2022 71 SIRFRA 50 SIR FRANCIS DRAKE

BOULEVARD
SAN MIGUEL COURT OAK TREE LANE 2 A AC 870 35 30,450 9/9/2022 76 SIRFRA 60 SIR FRANCIS DRAKE

BOULEVARD
OAK TREE LANE OAK MANOR DRIVE 2 A AC/AC 722 35 25,270 9/9/2022 34 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 5/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
SIRFRA 70 SIR FRANCIS DRAKE

BOULEVARD

OAK MANOR DRIVE
1003' WEST OF OAK MANOR
DRIVE
2 A AC/AC 1,003 45 45,135 9/9/2022 31
SIRFRA 80 SIR FRANCIS DRAKE

BOULEVARD
1003' WEST OF OAK MANOR
DRIVE
455' NORTH OF JUNE COURT 2 A AC/AC 1,053 35 36,855 9/9/2022 40 SIRFRA 90 SIR FRANCIS DRAKE

BOULEVARD
455' NORTH OF JUNE COURT GLEN DRIVE 2 A AC/AC 795 60 47,700 9/9/2022 88 SIRFRA 100 SIR FRANCIS DRAKE

BOULEVARD
GLEN DRIVE TOWN LIMITS 2 A AC/AC 1,302 45 58,590 9/9/2022 84 SPRING 10 SPRING LANE HILLSIDE DRIVE DEAD END 2 R AC/AC 1,376 15 20,640 8/30/2022 62 SPRUCE 10 SPRUCE ROAD AZALEA ROAD PARK ROAD 2 C AC 732 21 15,372 9/9/2022 23 SPRUCE 15 SPRUCE ROAD PARK ROAD 610 FT WEST OF PARK ROAD 1 C AC/AC 610 12 7,320 9/9/2022 83 SPRUCE 25 SPRUCE ROAD 610 FT WEST OF PARK ROAD TAMALPIAS ROAD 1 C AC/AC 765 12 9,180 9/9/2022 78 SUMMER 10 SUMMER AVENUE FOREST AVENUE DEAD END 2 R AC/AC 284 15 4,260 8/30/2022 79 TAMALP 20 TAMALPAIS ROAD SCENIC ROAD 1050' SOUTH OF SCENIC ROAD 2 A AC/AC 1,050 15 15,750 9/10/2022 52 TAMALP 30 TAMALPAIS ROAD 1050' SOUTH OF SCENIC ROAD BERRY TRAIL 2 A AC/AC 812 16 12,992 9/10/2022 95 TAMALP 40 TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW ROAD 2 A AC/AC 835 15 12,525 9/10/2022 95 TAMALP 50 TAMALPAIS ROAD MOUNTAIN VIEW ROAD SCENIC ROAD 2 A AC/AC 590 12 7,080 9/9/2022 81 TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END 2 A AC/AC 1,135 10 11,350 9/9/2022 36 TAMALP 10A TAMALPAIS ROAD SEQUOIA ROAD SPRUCE ROAD 2 A AC 615 16 9,840 9/9/2022 20 TAMALP 10B TAMALPAIS ROAD SPRUCE ROAD INT. 60 FT W. OF SCENIC 2 A AC/AC 370 16 5,920 9/10/2022 46 TAYLOR 10 TAYLOR DRIVE

SIR FRANCIS DRAKE

BOULEVARD
CLAUS DRIVE 2 R AC 618 14 8,652 9/9/2022 37
TAYLOR 20 TAYLOR DRIVE CLAUS DRIVE PARKER LANE 2 R AC/AC 855 14 11,970 9/9/2022 28 TAYLOR 30 TAYLOR DRIVE TAYLOR DRIVE INTERSECTION ROCCA DRIVE AT SADY LANE 2 R AC/AC 840 14 11,760 9/9/2022 31 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END 2 R AC 710 22 15,620 9/9/2022 56 TOYONR 20 TOYON DRIVE OAK ROAD SOUTH DEAD END 2 R AC 1,000 20 20,000 9/9/2022 55 VALLEY 10 VALLEY ROAD WILLIS LANE DEAD END 1 R AC/AC 330 14 4,620 9/10/2022 81 VANNI 10 VANNI LN RIDGEWAY AV CHESTER AV 2 R AC 760 14 10,640 9/10/2022 70 VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END 2 R AC 366 32 11,712 9/10/2022 32 WESTBR 10 WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD 2 R AC/AC 760 25 19,000 8/29/2022 55 WILLIS 10 WILLIS LN FRUSTUCK AV END 2 R AC 217 14 3,038 9/10/2022 16 WILLOW 10 WILLOW AVENUE

SIR FRANCIS DRAKE

BOULEVARD
MAPLE AVENUE 2 C AC/AC 837 20 16,740 9/10/2022 22
WILLOW 20 WILLOW AVENUE MAPLE AVENUE 912' NORTH OF MAPLE AVENUE 2 C AC/AC 912 20 18,240 9/10/2022 20 WILLOW 30 WILLOW AVENUE 912' NORTH OF MAPLE AVENUE CHESTER AVENUE 2 C AC/AC 527 20 10,540 9/10/2022 37 WOODLA 10 WOOD LANE PORTEOUS AVENUE
780' WEST OF PORTEOUS
AVENUE
2 R AC 780 17 13,260 8/30/2022 25
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 6/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Street Name
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
WOODLA 20 WOOD LANE
780' WEST OF PORTEOUS
AVENUE
DEAD END 2 R AC 983 17 16,711 8/30/2022 21
WOODRO 10 WOODLAND ROAD LAUREL DRIVE OAK ROAD 1 R AC/AC 1,284 10 12,840 8/30/2022 61 WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE 2 R AC/AC 576 16 9,216 9/9/2022 53 WREDEN 20 WREDEN AVENUE FRUSTUCK AVENUE MANZANITA ROAD 2 R AC/AC 543 15 8,145 9/9/2022 61 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 7/7 Nichols Consulting Engineers, Chtd.

Section Description Inventory – Sorted by Descending PCI City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
TAMALP 30 TAMALPAIS ROAD 1050' SOUTH OF SCENIC ROAD BERRY TRAIL 2 A AC/AC 812 16 12,992 9/10/2022 95 TAMALP 40 TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW ROAD 2 A AC/AC 835 15 12,525 9/10/2022 95 BAYWOO 10 BAYWOOD COURT LANDSDALE AVENUE DEAD END 2 R AC/AC 470 18 8,460 9/9/2022 95 BELMON 20 BELMONT AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 543 14 7,602 9/9/2022 95 BRIDGE 10 BRIDGE COURT DOMINGA AVENUE DEAD END 2 R AC/AC 97 16 1,552 9/10/2022 95 COOLID 10 COOLIDGE AVENUE BELMONT AVENUE BELLE AVENUE 2 R AC/AC 227 14 3,178 9/9/2022 95 COURTL 10 COURT LANE DOMINGA AVENUE DEAD END 1 R AC/AC 141 14 1,974 8/29/2022 95 MONOAV 05 MONO AVENUE BOLINAS RD BANK ST 2 R AC 230 11 2,530 8/29/2022 95 MONOAV 10 MONO AVENUE BOLINAS RD PACHECO AV 2 R AC/AC 525 16 8,400 8/29/2022 95 PIPERL 10 PIPER LANE OAK MANOR DRIVE DEAD END 2 R AC/AC 1,002 34 34,068 9/10/2022 95 PIPERC 10 PIPER COURT PIPER LANE DEAD END 2 R AC/AC 492 23 11,316 9/10/2022 93 REDWOO 30 REDWOOD ROAD 1240' WEST OF SCENIC ROAD 1800' WEST OF SCENIC ROAD 2 C AC/AC 560 14 7,840 9/10/2022 91 CENTER 10 CENTER BOULEVARD TOWN LIMITS PASTORI AVENUE 2 R AC 808 40 32,320 8/30/2022 91 REDWOO 20 REDWOOD ROAD 420' WEST OF SCENIC ROAD 1240' WEST OF SCENIC ROAD 2 C AC/AC 820 12 9,840 9/10/2022 89 ACACIA 10 ACACIA ROAD SCENIC RD DEAD END 2 R AC 980 12 11,760 9/10/2022 89 MOUNTA 10 MOUNTAIN VIEW ROAD MANZANITA ROAD TAMALPIAS ROAD 2 R AC/AC 1,035 14 14,490 9/9/2022 89 SCENIC 40 SCENIC ROAD
400' NORTH OF REDWOOD
ROAD
REDWOOD ROAD 2 A AC/AC 458 14 6,412 9/9/2022 88
SIRFRA 90 SIR FRANCIS DRAKE

BOULEVARD
455' NORTH OF JUNE COURT GLEN DRIVE 2 A AC/AC 795 60 47,700 9/9/2022 88 MARINR 20 MARIN ROAD MANOR ROAD (TOP OF CIRCLE) SIR FRANCIS DRAKE BLVD 2 C AC 140 48 6,720 8/29/2022 88 SCENIC 50 SCENIC ROAD REDWOOD ROAD TAMALPIAS ROAD 2 A AC/AC 580 14 8,120 9/9/2022 87 REDWOO 10 REDWOOD ROAD SCENIC ROAD 420' WEST OF SCENIC ROAD 2 C AC/AC 420 12 5,040 9/10/2022 87 SCENIC 20A SCENIC ROAD TAMALPIAS ROAD BAY ROAD 2 A AC/AC 535 14 7,490 9/9/2022 85 MANZAC 10 MANZANITA COURT ` DEAD END 2 R AC 123 10 1,230 9/9/2022 85 PASTOR 10 PASTORI AVENUE

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC 608 32 19,456 9/9/2022 85
SIRFRA 100 SIR FRANCIS DRAKE

BOULEVARD
GLEN DRIVE TOWN LIMITS 2 A AC/AC 1,302 45 58,590 9/9/2022 84 MANORR 25 MANOR ROAD LOWER SCENIC ROAD TAMALPIAS ROAD 2 C AC 500 23 11,500 8/29/2022 84 ARROYO 10 ARROYO ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 646 12 7,752 9/9/2022 84 LANSDA 10 LANSDALE AVENUE PASTORI AVENUE TOWN LIMITS 2 R AC/AC 794 18 14,292 9/9/2022 84 MARINR 10 MARIN ROAD OLEMA ROAD

MANOR ROAD (AROUND
CIRCLE) 2 C AC/AC 398 25 9,950 8/29/2022 83
SPRUCE 15 SPRUCE ROAD PARK ROAD 610 FT WEST OF PARK ROAD 1 C AC/AC 610 12 7,320 9/9/2022 83 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS 2 R AC/AC 515 18 9,270 9/9/2022 82 MEADOW 20 MEADOW WAY (2) N E END GATE (SW END) 2 R AC/AC 805 20 16,100 8/30/2022 82 TAMALP 50 TAMALPAIS ROAD MOUNTAIN VIEW ROAD SCENIC ROAD 2 A AC/AC 590 12 7,080 9/9/2022 81 COREEL 10 COREE LANE FRUSTUCK AVENUE DEAD END 2 R AC 267 14 3,738 9/9/2022 81 SHEMRC 10 SHEMRAN COURT

SIR FRANCIS DRAKE

BOULEVARD
NORTH TO DEAD END 2 R AC 380 23 8,740 8/29/2022 81
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 1/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
VALLEY 10 VALLEY ROAD WILLIS LANE DEAD END 1 R AC/AC 330 14 4,620 9/10/2022 81 BELLEA 10 BELLE AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 295 18 5,310 9/9/2022 79 SUMMER 10 SUMMER AVENUE FOREST AVENUE DEAD END 2 R AC/AC 284 15 4,260 8/30/2022 79 CASCAD 20 CASCADE DRIVE 1285' WEST OF BOLINAS DR LAUREL DRIVE 2 C AC/AC 853 21 17,913 8/30/2022 78 SPRUCE 25 SPRUCE ROAD 610 FT WEST OF PARK ROAD TAMALPIAS ROAD 1 C AC/AC 765 12 9,180 9/9/2022 78 AZALEA 10 AZALEA AVENUE SIR FRANCIS DRAKE BLVD SEQUOIA RD 2 R AC/AC 789 20 15,780 9/9/2022 77 SIRFRA 50 SIR FRANCIS DRAKE

BOULEVARD
SAN MIGUEL COURT OAK TREE LANE 2 A AC 870 35 30,450 9/9/2022 76 CANYON 10 CANYON ROAD CASCADE DRIVE 1017' WEST OF CASCADE DRIVE 2 C AC/AC 1,017 14 14,238 8/30/2022 76 CASCAD 10 CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF BOLINAS DRIVE 2 C AC/AC 1,285 32 41,120 8/30/2022 76 MEERNA 20 MEERNA AVENUE IVY LANE HILLSIDE DRIVE 2 C AC/AC 942 18 16,956 8/30/2022 76 MANORR 10 MANOR ROAD MARIN AVENUE OLEMA ROAD 2 R AC/AC 393 26 10,218 8/29/2022 76 MEERNA 30 MEERNA AVENUE HILLSIDE DR PORTEOUS AV 2 R AC 995 19 18,905 8/30/2022 76 GLENDR 20 GLEN DRIVE 1260' NORTH OF SFD BLVD TOWN LIMIT 2 C AC/AC 1,200 40 48,000 8/29/2022 75 BOTHIN 10 BOTHIN ROAD MARIN AVENUE OLEMA ROAD 2 C AC/AC 460 26 11,960 8/29/2022 74 HICKOR 05 HICKORY ROAD CASADE DR CYPRESS DR 2 R AC 178 20 3,560 9/9/2022 74 FORREA 10 FORREST AVENUE MEERNAA AVENUE SUMMER AVENUE 2 C AC/AC 1,080 14 15,120 8/30/2022 73 RIDGEW 10 RIDGEWAY AVENUE LIVE OAK AV END 2 R AC/AC 1,350 16 21,600 9/10/2022 73 SIRFRA 40 SIR FRANCIS DRAKE

BOULEVARD
BROADWAY SAN MIGUEL COURT 2 A AC 939 47 44,133 9/9/2022 71 BROADW 10b BROADWAY CLAUS DR BANK ST 3 C AC/AC 155 60 9,300 8/29/2022 71 LAUREL 10 LAUREL DRIVE CASCADE DRIVE PINE ROAD 2 C AC 950 14 13,300 8/30/2022 71 SIRFRA 20 SIR FRANCIS DRAKE

BOULEVARD
PACHECO AVENUE BANK STREET 2 A AC 819 35 28,665 9/9/2022 70 BROADW 35A BROADWAY AZALEA AVENUE 50 FT. NW AZALEA AVE. 2 C AC/AC 50 22 1,100 8/29/2022 70 ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END 2 R AC/AC 195 12 2,340 9/10/2022 70 CASCAD 50 CASCADE DRIVE 690' WEST OF MEADOW WAY CANYON ROAD 2 R AC/AC 933 21 19,593 8/30/2022 70 SEQUOI 10 SEQUOIA ROAD LOWER SCENIC ROAD SPRUCE ROAD 2 R AC/AC 974 19 18,506 9/9/2022 70 VANNI 10 VANNI LN RIDGEWAY AV CHESTER AV 2 R AC 760 14 10,640 9/10/2022 70 CYPRES 50 CYPRESS DRIVE 935' NORTH OF LAUREL LAUREL DRIVE 2 C AC/AC 1,700 16 27,200 9/9/2022 69 IRONSP 10 IRON SPRINGS ROAD ROCK RIDGE ROAD DEAD END 2 R AC/AC 886 12 10,632 8/29/2022 69 ROCCAD 20 ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE AT SADY LANE 2 R AC/AC 1,701 14 23,814 9/9/2022 69 BOTHIN 30 BOTHIN ROAD 1041' WEST OF OLEMA ROAD TOWN LIMITS 2 C AC/AC 1,031 25 25,775 8/29/2022 68 CASCAD 80 CASCADE DRIVE 1770' WEST OF CANYON ROAD DEAD END 2 R AC/AC 833 15 12,495 8/30/2022 68 MAINC 10 MAIN COURT PACHECO AVENUE DEAD END 2 R AC/AC 208 20 4,160 8/29/2022 68 MEADOW 30 MEADOW WAY (3) MEADOW WAY (2) E END 2 R AC 642 18 11,556 8/30/2022 68 CYPRES 10 CYPRESS DRIVE CASCADE DRIVE 760' WEST OF HICKORY ROAD 2 C AC/AC 1,264 34 42,976 9/9/2022 67 PINEDR 20 PINE DRIVE 635' WEST OF LAUREL DRIVE 1900' WEST OF LAUREL DRIVE 2 C AC/AC 1,265 14 17,710 9/9/2022 66 KENTAV 10 KENT AVENUE BELMONT AVENUE SIR FRANCIS DRAKE BLVD 2 R AC 481 24 11,544 9/9/2022 66 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 2/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
SIRFRA 30 SIR FRANCIS DRAKE

BOULEVARD
BANK STREET BROADWAY 2 A AC 939 36 33,804 9/9/2022 65
FORREA 30 FORREST AVENUE
1230' EAST OF SUMMER
AVENUE
2230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,000 14 14,000 8/30/2022 65
PINEDR 30 PINE DRIVE 1900' WEST OF LAUREL DRIVE 2760' WEST OF LAUREL DRIVE 2 C AC/AC 860 14 12,040 9/9/2022 65 SHERMA 10 SHERMAN AVENUE BOLINAS ROAD DOMINGA AVENUE 2 R AC/AC 262 18 4,716 8/29/2022 65 GLENDR 10 GLEN DRIVE

SIR FRANCIS DRAKE

BOULEVARD
1260' NORTH OF SFD BLVD 2 C AC/AC 1,260 35 44,100 8/29/2022 64 CASCAD 70 CASCADE DRIVE 890' WEST OF CANYON ROAD 1770' WEST OF CANYON ROAD 2 R AC/AC 880 15 13,200 8/30/2022 64 BROADW 10a BROADWAY PACHECO AVE CLAUS DR 3 C AC 828 60 49,680 9/9/2022 63 FRUSTU 30 FRUSTUCK AVENUE MANZANITA ROAD WILLIS LANE 2 C AC 1,029 14 14,406 9/9/2022 63 OLEMAR 10 OLEMA ROAD

SIR FRANCIS DRAKE

BOULEVARD
MARIN ROAD 2 C AC 1,050 24 25,200 8/29/2022 63
CASCAD 30 CASCADE DRIVE LAUREL DRIVE MEADOW WAY 2 R AC/AC 1,295 20 25,900 8/30/2022 63 CHESTE 10 CHESTER AVENUE WILLOW AVENUE 402' WEST OF WILLOW AVENUE 2 R AC/AC 402 14 5,628 9/10/2022 63 MANZAR 20 MANZANITA ROAD
991 FRM WRENDEN

FRUSTRUCK INT
FRUSTUCK AVENUE 2 R AC/AC 594 14 8,316 9/9/2022 63
SCHOOL 20 SCHOOL STREET PARK ROAD DEAD END 2 R AC 150 25 3,750 9/9/2022 63 SCENIC 20B SCENIC ROAD BAY ROAD 200 FT W. BAY ROAD 2 A AC/AC 200 14 2,800 9/9/2022 62 MARIND 20 MARINDA DRIVE SAN GABRIEL DRIVE DEAD END 2 C AC 1,398 30 41,940 9/10/2022 62 MANZAR 10 MANZANITA ROAD
543 FROM WRENDEN

FRUSTRUCK INT
991 FRM WRENDEN

FRUSTRUCK INT
2 R AC/AC 448 14 6,272 9/9/2022 62
SPRING 10 SPRING LANE HILLSIDE DRIVE DEAD END 2 R AC/AC 1,376 15 20,640 8/30/2022 62 BOTHIN 20 BOTHIN ROAD OLEMA ROAD 1041' WEST OF OLEMA ROAD 2 C AC/AC 1,041 26 27,066 8/29/2022 61 CASCAD 40 CASCADE DRIVE MEADOW WAY 690' WEST OF MEADOW WAY 2 R AC/AC 690 24 16,560 8/30/2022 61 DEERP 10 DEER PARK DR HILLSIDE DR END (E) 2 R AC 565 16 9,040 8/30/2022 61 WOODRO 10 WOODLAND ROAD LAUREL DRIVE OAK ROAD 1 R AC/AC 1,284 10 12,840 8/30/2022 61 WREDEN 20 WREDEN AVENUE FRUSTUCK AVENUE MANZANITA ROAD 2 R AC/AC 543 15 8,145 9/9/2022 61 FRUSTU 50 FRUSTUCK AVENUE 500' WEST OF BOLINAS ROAD BOLINAS ROAD 2 C AC 500 14 7,000 9/9/2022 59 PINEDR 10 PINE DRIVE LAUREL DRIVE 635' WEST OF LAUREL DRIVE 2 C AC/AC 635 16 10,160 9/9/2022 59 LAUREL 20 LAUREL DRIVE PINE ROAD WOODLAND ROAD 2 C AC/AC 1,382 18 24,876 8/30/2022 58 CRESCE 10 CRESCENT CIRCLE OAK TREE LANE DEAD END 2 R AC/AC 331 29 9,599 9/10/2022 57 FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE 2 C AC/AC 839 15 12,585 9/9/2022 56 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END 2 R AC 710 22 15,620 9/9/2022 56 CANYON 20 CANYON ROAD 1017' WEST OF CASCADE DRIVE 2454' WEST OF CASCADE DRIVE 2 C AC/AC 1,437 17 24,429 8/30/2022 55 FORREA 40 FORREST AVENUE
2230' EAST OF SUMMER
AVENUE
TOWN LIMITS 2 C AC/PCC 850 14 11,900 8/30/2022 55
BELMON 10 BELMONT AVENUE PASTORI AVENUE KENT AVENUE 2 R AC/AC 271 24 6,504 9/9/2022 55 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 3/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
OAKTRE 10 OAK TREE LANE

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC/AC 494 29 14,326 9/10/2022 55
TOYONR 20 TOYON DRIVE OAK ROAD SOUTH DEAD END 2 R AC 1,000 20 20,000 9/9/2022 55 WESTBR 10 WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD 2 R AC/AC 760 25 19,000 8/29/2022 55 BOLINA 20 BOLINAS ROAD PARK ROAD CASCADE DRIVE 2 A AC 1,227 36 44,172 8/30/2022 54 SCENIC 60 SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC ROAD 2 A AC 1,145 15 17,175 9/9/2022 54 BLACKB 10 BLACKBERRY LANE CREEK ROAD FORREST AVE 2 R AC/AC 190 18 3,420 8/29/2022 54 IVYLAN 10 IVY LANE PORTEOUS AVENUE MEERNA AVENUE 2 R AC/AC 118 18 2,124 8/29/2022 54 BOLINA 10 BOLINAS ROAD BROADWAY PARK ROAD 2 A AC 962 34 32,708 8/30/2022 53 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE
2 C AC/PCC 1,230 14 17,220 8/30/2022 53
CASCAD 60 CASCADE DRIVE CANYON ROAD 890' WEST OF CANYON ROAD 2 R AC/AC 890 18 16,020 8/30/2022 53 WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE 2 R AC/AC 576 16 9,216 9/9/2022 53 TAMALP 20 TAMALPAIS ROAD SCENIC ROAD 1050' SOUTH OF SCENIC ROAD 2 A AC/AC 1,050 15 15,750 9/10/2022 52 CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF PASTORI
AVENUE
2 R AC 727 51 37,077 8/30/2022 52
LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF MAPLE AVENUE 2 R AC/AC 1,027 18 18,486 9/10/2022 52 MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END 2 R AC/AC 485 21 10,185 8/29/2022 52 SCENIC 10 SCENIC ROAD ACACIA ROAD TAMALPIAS ROAD 2 A AC 625 24 15,000 9/9/2022 51 SCENIC 30 SCENIC ROAD 200' WEST OF BAY ROAD 400' NORTH OF REDWOOD ROAD
2 A AC/AC 922 15 13,830 9/9/2022 51
BROADW 35B BROADWAY 50 FT NW AZALEA AVE. SIR FRANCIS DRAKE BLVD. 2 C AC 340 22 7,480 8/29/2022 51 CYPRES 40 CYPRESS DRIVE 1700' NORTH OF LAUREL DRIVE 935' NORTH OF LAUREL DRIVE 2 C AC/AC 765 16 12,240 9/9/2022 51 OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS 2 C AC 1,480 23 34,040 8/29/2022 51 LIVEOA 20 LIVE OAK AVENUE 1027' WEST OF MAPLE AVENUE DEAD END 2 R AC/AC 858 18 15,444 9/10/2022 51 PARKRO 20 PARK ROAD SCHOOL STREET SPRUCE ROAD 2 R AC 585 21 12,285 8/29/2022 51 SIRFRA 10 SIR FRANCIS DRAKE

BOULEVARD
TOWN LIMITS PACHECO AVENUE 2 A AC/AC 1,526 36 54,936 9/9/2022 50 CANYON 30 CANYON ROAD 2428' WEST OF CASCADE DRIVE DEAD END 2 C AC/AC 672 14 9,408 8/30/2022 50 PACHEC 10 PACHECO AVENUE SIR FRANCIS DRAKE BLVD DEAD END 2 R AC/AC 596 20 11,920 8/29/2022 49 NAPAAV 10 NAPA AVENUE PACHECO AVENUE DOMINGA AVENUE 2 R AC/AC 300 20 6,000 8/29/2022 48 DOMING 20 DOMINGA AVENUE BRIDGE COURT NAPA AVENUE 2 C AC/AC 472 20 9,440 8/29/2022 47 PARKRO 10 PARK ROAD BOLINAS ROAD SCHOOL STREET 2 R AC/AC 588 24 14,112 8/29/2022 47 RIDGER 10 RIDGE ROAD SCENIC ROAD CUL-DE-SAC 2 R AC/AC 1,536 12 18,432 9/9/2022 47 TAMALP 10B TAMALPAIS ROAD SPRUCE ROAD INT. 60 FT W. OF SCENIC 2 A AC/AC 370 16 5,920 9/10/2022 46 BARKER 10 BARKER AVENUE PORTEOUS AVENUE DEAD END 2 R AC/AC 345 18 6,210 8/30/2022 45 MARINC 10 MARINDA COURT MARINDA DRIVE DEAD END 2 R AC 186 29 5,394 9/10/2022 44 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 4/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CLAUSD 10 CLAUS DRIVE

SIR FRANCIS DRAKE

BOULEVARD
TAYLOR DRIVE 2 R AC 494 26 12,844 9/9/2022 43
MEERNA 10 MEERNA AVENUE CREEK ROAD IVY LANE 2 C AC/AC 870 18 15,660 8/29/2022 42 SANGAC 10 SAN GABRIEL COURT SAN GABRIEL DRIVE DEAD END 2 R AC 177 30 5,310 9/10/2022 41 SIRFRA 80 SIR FRANCIS DRAKE

BOULEVARD
1003' WEST OF OAK MANOR
DRIVE
455' NORTH OF JUNE COURT 2 A AC/AC 1,053 35 36,855 9/9/2022 40 HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END 2 C AC/AC 850 14 11,900 8/30/2022 40 MERWIN 10 MERWIN AVENUE BROADWAY PARK ROAD 2 R AC 651 21 13,671 8/29/2022 40 BOLINA 30 BOLINAS ROAD CASCADE DRIVE 1120' SO. OF CASCADE DRIVE 2 A AC 1,120 20 22,400 8/30/2022 39 CHESTE 20 CHESTER AVENUE LIVE OAK AVENUE
556' NORTH OF LIVE OAK
AVENUE
2 R AC/AC 556 14 7,784 9/10/2022 39
BROADW 25 BROADWAY MERWIN AVENUE AZALEA AVENUE 2 C AC/AC 402 22 8,844 8/29/2022 38 MONOAV 20 MONO AVENUE PACHECO AVE INYO AVE 2 R AC/AC 638 20 12,760 8/29/2022 38 MARIND 10 MARINDA DRIVE

SIR FRANCIS DRAKE

BOULEVARD
SAN GABRIEL DRIVE 2 C AC 685 30 20,550 9/10/2022 37
WILLOW 30 WILLOW AVENUE 912' NORTH OF MAPLE AVENUE CHESTER AVENUE 2 C AC/AC 527 20 10,540 9/10/2022 37 BANKST 10 BANK STREET BROADWAY ELSIE LANE 2 R AC 280 32 8,960 9/10/2022 37 TAYLOR 10 TAYLOR DRIVE

SIR FRANCIS DRAKE

BOULEVARD
CLAUS DRIVE 2 R AC 618 14 8,652 9/9/2022 37
TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END 2 A AC/AC 1,135 10 11,350 9/9/2022 36 CRESTR 10 CREST ROAD HILLSIDE DRIVE 1422' SO.EAST OF HILLSIDE DR. 2 R AC 1,422 14 19,908 8/30/2022 36 GEARYA 10 GEARY AVENUE TAYLOR DRIVE TAYLOR DRIVE 2 R AC/AC 666 13 8,658 9/9/2022 36 MADROR 20 MADRONE ROAD 895' NORTH OF LAUREL DRIVE 1625' NORTH OF LAUREL DRIVE 2 R AC 730 14 10,220 9/9/2022 36 MEADOW 10 MEADOW WAY (1) CASCADE DR MEADOW WAY (2) "T" 2 R AC 380 20 7,600 8/30/2022 36 FRUSTU 20 FRUSTUCK AVENUE WRENDEN AVENUE MANZANITA ROAD 2 C AC 1,278 14 17,892 9/9/2022 35 BAYROA 10 BAY ROAD SCENIC ROAD DEAD END 2 R AC 1,014 14 14,196 9/10/2022 35 MADROR 10 MADRONE ROAD LAUREL DRIVE 895' NORTH OF LAUREL DRIVE 2 R AC 895 14 12,530 9/9/2022 35 MAPLEA 10 MAPLE AVENUE WILLOW AVENUE LIVE OAK AVENUE 2 R AC/AC 387 15 5,805 9/10/2022 35 SIRFRA 60 SIR FRANCIS DRAKE

BOULEVARD
OAK TREE LANE OAK MANOR DRIVE 2 A AC/AC 722 35 25,270 9/9/2022 34 JUNECO 10 JUNE COURT

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC 309 16 4,944 8/29/2022 34
FRUSTU 40 FRUSTUCK AVENUE WILLIS LANE 500' WEST OF BOLINAS ROAD 2 C AC 396 14 5,544 9/9/2022 32 MADROC 10 MADRONE COURT LAUREL DRIVE DEAD END 2 R AC 343 18 6,174 9/9/2022 32 SANMIG 10 SAN MIGUEL COURT

SIR FRANCIS DRAKE

BOULEVARD
DEAD END 2 R AC/AC 409 23 9,407 9/10/2022 32
VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END 2 R AC 366 32 11,712 9/10/2022 32 SIRFRA 70 SIR FRANCIS DRAKE

BOULEVARD

OAK MANOR DRIVE
1003' WEST OF OAK MANOR
DRIVE
2 A AC/AC 1,003 45 45,135 9/9/2022 31
FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 5/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CENTER 30 CENTER BOULEVARD
727' NORTH OF PASTORI
AVENUE
PACHECO AVENUE 2 R AC/AC 599 54 32,346 8/30/2022 31
TAYLOR 30 TAYLOR DRIVE TAYLOR DRIVE INTERSECTION ROCCA DRIVE AT SADY LANE 2 R AC/AC 840 14 11,760 9/9/2022 31 PORTEO 10 PORTEOUS AVENUE BOLINAS ROAD IVY LANE 2 C AC/AC 720 18 12,960 8/30/2022 30 PORTEO 30 PORTEOUS AVENUE WOOD LANE TOWN LIMITS 2 C AC/AC 1,160 17 19,720 8/30/2022 30 HILLAV 10 HILL AVENUE BELLE AVENUE TOWN LIMITS 2 R AC/AC 475 18 8,550 9/9/2022 30 SCENIC 05 SCENIC ROAD AZALEA AVENUE ACACIA ROAD 2 R AC 1,165 18 20,970 9/9/2022 30 DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT 2 C AC/AC 847 20 16,940 8/29/2022 29 TAYLOR 20 TAYLOR DRIVE CLAUS DRIVE PARKER LANE 2 R AC/AC 855 14 11,970 9/9/2022 28 SANGAD 20 SAN GABRIEL DRIVE 1148' EAST OF MARINDA DRIVE DEAD END 2 C AC 633 30 18,990 9/10/2022 27 MAPLEA 20 MAPLE AVENUE LIVE OAK AVENUE DEAD END 2 R AC/AC 685 15 10,275 9/10/2022 27 BOLINA 50 BOLINAS ROAD 2200' SO OF CASCADE DRIVE TOWN LIMITS 2 A AC 1,048 20 20,960 8/30/2022 26 CREEKR 10 CREEK ROAD PORTEOUS AVENUE BLACKBERRY LANE 2 C AC/AC 752 18 13,536 8/29/2022 26 MANORR 15 MANOR ROAD OLEMA ROAD LOWER SCENIC ROAD 2 C AC 670 23 15,410 8/29/2022 26 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE 1148' EAST OF MARINDA DRIVE 2 C AC 1,148 30 34,440 9/10/2022 26 BOLINA 40 BOLINAS ROAD 1120' SO. OF CASCADE DRIVE 2200' SO OF CASCADE DRIVE 2 A AC 1,080 20 21,600 8/30/2022 25 BROADW 20 BROADWAY BANK ST MERWIN AVENUE 2 C AC 472 22 10,384 8/29/2022 25 HILLSI 30 HILLSIDE DRIVE
770' NORTH OF MEERNA
AVENUE
1275' NORTH OF MEERNA
AVENUE
2 C AC 505 12 6,060 8/30/2022 25
WOODLA 10 WOOD LANE PORTEOUS AVENUE
780' WEST OF PORTEOUS
AVENUE
2 R AC 780 17 13,260 8/30/2022 25
FORRES 50 FORREST TERRACE MEERNA AVENUE FORREST AVENUE 2 R AC 957 14 13,398 8/30/2022 24 HILLSI 20 HILLSIDE DRIVE MEERNA AVENUE
770' NORTH OF MEERNA
AVENUE
2 C AC 770 12 9,240 8/30/2022 23
SPRUCE 10 SPRUCE ROAD AZALEA ROAD PARK ROAD 2 C AC 732 21 15,372 9/9/2022 23 WILLOW 10 WILLOW AVENUE

SIR FRANCIS DRAKE

BOULEVARD
MAPLE AVENUE 2 C AC/AC 837 20 16,740 9/10/2022 22
WOODLA 20 WOOD LANE
780' WEST OF PORTEOUS
AVENUE
DEAD END 2 R AC 983 17 16,711 8/30/2022 21
TAMALP 10A TAMALPAIS ROAD SEQUOIA ROAD SPRUCE ROAD 2 A AC 615 16 9,840 9/9/2022 20 HILLSI 40 HILLSIDE DRIVE
1275' NORTH OF MEERNA
AVENUE
CREST ROAD 2 C AC 625 12 7,500 8/30/2022 20
WILLOW 20 WILLOW AVENUE MAPLE AVENUE 912' NORTH OF MAPLE AVENUE 2 C AC/AC 912 20 18,240 9/10/2022 20 CLAUSC 10 CLAUS CIRCLE CLAUS DRIVE CLAUS DRIVE 2 R AC 321 26 8,346 9/9/2022 20 HAWTHORNE 10 HAWTHORNE CT OLEMA RD END 2 R AC 210 20 4,200 8/29/2022 17 SCHOOL 10 SCHOOL STREET BROADWAY PARKING LOT 2 R AC 120 25 3,000 9/10/2022 17 ELSIEL 10 ELSIE LANE BOLINAS ROAD BANK ST 2 R AC/AC 595 36 21,420 9/10/2022 16 WILLIS 10 WILLIS LN FRUSTUCK AV END 2 R AC 217 14 3,038 9/10/2022 16 INYOAV 10 INYO AVENUE PACHECO AVENUE END 2 R AC/AC 498 20 9,960 8/29/2022 15 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 6/7 City of Fairfax - PTAP 23 PMP Update
Section Description Inventory
Sorted by Descending PCI
Street ID Section ID Street Name Begin Location End Location # of Lanes FC ST Length (ft)
Width
(ft)
Area
(sf) PCI Date PCI
CREEKR 20 CREEK ROAD BLACKBERRY LANE BOLINAS ROAD 2 C AC/AC 475 20 9,500 8/29/2022 14 PORTEO 20 PORTEOUS AVENUE IVY LANE WOOD LANE 2 C AC/AC 261 18 4,698 8/30/2022 11 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE 2 R AC 1,249 15 18,735 9/9/2022 11 ROCKRI 10 ROCK RIDGE ROAD MANOR ROAD BOTHIN ROAD 2 R AC 1,115 25 27,875 8/29/2022 8 HICKOR 10 HICKORY ROAD CYPRESS DRIVE DEAD END 2 R AC 1,132 20 22,640 9/9/2022 7 FC (Functional Class): A (Arterial), C (Collector), NCR (Non-City Road), O (Other), R (Residential) ST (Surface Type): AC (Asphalt Concrete), AC/AC (Asphalt Concrete Overlay), GRAVEL, PCC (Portland Cement Concrete) 7/7 Appendix B

MAINTENANCE AND REHABILITATION DECISION TREE
Nichols Consulting Engineers, Chtd.

Maintenance and Rehabilitation (M&R) Decision Tree
This report presents the current maintenance and rehabilitation decision tree that exists in the database.

The decision tree forms the basis for all of the budgetary computations included in this report. Changes to the decision tree will make the results in the budget reports invalid. All pavement treatment unit costs relevant to the road types in the database were updated.

The decision tree lists the treatments and costs selected for preventive maintenance and rehabilitation activities. Each line represents a specific combination of functional classification and surface type.

The preventive maintenance portion of the report is identified as Condition Category I – Very Good. All preventive maintenance treatment listings are assigned only to sections in Condition Category I where the PCI ≥ 70. Sections with PCI values less than 70 are assigned to treatments listed in Categories II through V.

In the preventive maintenance category (PCI ≥ 70), a time sequence is used to identify the appropriate treatment and cost. Each preventive maintenance treatment description consists of three parts: 1) a CRACK treatment, 2) a SURFACE treatment, and 3) a RESTORATION treatment. These three parts allow the user to specify one of three different preventive maintenance treatments depending on the prior maintenance history of the section.

1. The CRACK treatment part can be used to specify the most frequent type of preventive maintenance activity planned (typically crack seals).

2. The SURFACE treatment part can be used to specify more extensive and less frequent preventive maintenance activities, such as chip seals or slurry seals. For example, a crack seal can be specified on a 3-year cycle with a slurry seal specified after 5 years.

3. The RESTORATION part can be used to specify a surface restoration treatment (such as an overlay) to be performed after a specified number of surface treatments. For example, after a certain number of successive slurry seals, an overlay can be specified instead of another slurry seal.

Rehabilitation treatments are assigned to sections in Condition Categories II through V (PCI less than 70).

Each line is defined by a specific combination of functional classification, surface type, and condition category.

COLUMN DESCRIPTION
Functional Class Functional Classification identifying the branch Surface Surface Type identifying the branch number.

Condition Category Condition Category (I through V).

Treatment Type
First Row (Crack Treatment) indicates localized treatment (e.g., crack sealing).

Second Row (Surface Treatment) indicates surface treatment (e.g., slurry sealing).

Third Row (Restoration Treatment) indicates surface restoration (e.g., overlay).

Treatment Name of treatments from the "Treatment Descriptions" report.

Yrs. Between Crack Seals First Row - number of years between successive treatment applications specified in the first row (i.e., CRACK treatment).

Yrs. Between Surface
Seals
Second Row - number of years between successive treatment applications specified in the second row (i.e., SURFACE treatment).

Number of Sequential
Seals
Number of times that the treatment application in the second row (i.e., SURFACE treatment) will be performed prior to performing the treatment application in the third row.

Nichols Consulting Engineers, Chtd.

Note that the treatments assigned to each section should not be blindly followed in preparing a road maintenance program. Engineering judgment and project level analysis should be applied to ensure that the treatment is appropriate and cost effective for the section.

Arterial AC I - Very Good Crack Treatment CRACK SEAL $1.75 6 Surface Treatment MICROSURFACING $10.50 6
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $15.00 6 III - Good, Load Related 2" HMA MILL & OVERLAY $55.00
IV - Poor CIR w/2" HMA OVERLAY $78.00
V - Very Poor 6" SURFACE RECONSTRUCT $169.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 6
Surface Treatment MICROSURFACING $10.50 6
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $15.00 6 III - Good, Load Related 2" HMA MILL & OVERLAY $55.00
IV - Poor CIR w/2" HMA OVERLAY $78.00
V - Very Poor 6" SURFACE RECONSTRUCT $169.00
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $3.00 3 Surface Treatment SLURRY SEAL $3.50 5
Restoration Treatment MILL AND THIN OVERLAY $38.00 2
II - Good, Non-Load Related MICROSURFACING $5.00 6
III - Good, Load Related MILL AND THICK OVERLAY $60.00
IV - Poor MILL AND THICK OVERLAY $48.00
V - Very Poor RECONSTRUCT STRUCTURE (AC) $80.00
PCC I - Very Good Crack Treatment DO NOTHING $0.00 4
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
# of Surface
Seals before
Overlay
Functional
Class
Town of Fairfax
Printed: 11/27/2022
Decision Tree
Surface Condition Category Treatment Type Treatment Yrs Between Crack Seals
Yrs Between
Surface Seals
Cost/Sq Yd,
except Seal
Cracks in LF:

Functional Class and Surface combination not used
Criteria: 1 MTC StreetSaver
Selected Treatment is not a Surface Seal
Collector AC I - Very Good Crack Treatment CRACK SEAL $1.75 7 Surface Treatment CRACK SEAL w/MICROSURFACING $10.50 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $14.00 7 III - Good, Load Related 2" HMA MILL & OVERLAY $52.00
IV - Poor CIR w/2" HMA OVERLAY $75.00
V - Very Poor 4" SURFACE RECONSTRUCT $109.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 7
Surface Treatment CRACK SEAL w/MICROSURFACING $10.50 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $14.00 7 III - Good, Load Related 2" HMA MILL & OVERLAY $52.00
IV - Poor CIR w/2" HMA OVERLAY $75.00
V - Very Poor 4" SURFACE RECONSTRUCT $109.00
AC/PCC I - Very Good Crack Treatment DO NOTHING $0.00 99 Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related 2" HMA MILL & OVERLAY $43.20
IV - Poor 2" HMA MILL & OVERLAY $43.20
V - Very Poor 4" SURFACE RECONSTRUCT OVER
10" AB
$259.20
PCC I - Very Good Crack Treatment DO NOTHING $0.00 5
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
Functional Class and Surface combination not used
Criteria: 2 MTC StreetSaver
Selected Treatment is not a Surface Seal
Residential/Local AC I - Very Good Crack Treatment CRACK SEAL $1.75 7 Surface Treatment CRACK SEAL w/MICROSURFACING $10.00 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $12.50 7 III - Good, Load Related DOUBLE MICROSURFACING
w/DIGOUTS
$21.00 7
IV - Poor 2" HMA MILL & OVERLAY $38.00
V - Very Poor 3" SURFACE RECONSTRUCT $79.00
AC/AC I - Very Good Crack Treatment CRACK SEAL $1.75 7
Surface Treatment CRACK SEAL w/MICROSURFACING $10.00 7
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related MICROSURFACING w/DIGOUTS $12.50 7 III - Good, Load Related DOUBLE MICROSURFACING
w/DIGOUTS
$21.00 7
IV - Poor 2" HMA MILL & OVERLAY $38.00
V - Very Poor 3" SURFACE RECONSTRUCT $79.00
AC/PCC I - Very Good Crack Treatment SEAL CRACKS $3.00 5 Surface Treatment SLURRY SEAL $3.50 7
Restoration Treatment MILL AND THIN OVERLAY $38.00 3
II - Good, Non-Load Related MICROSURFACING $5.00 7
III - Good, Load Related MILL AND THIN OVERLAY $35.00
IV - Poor MILL AND THICK OVERLAY $48.00
V - Very Poor RECONSTRUCT SURFACE (AC) $80.00
PCC I - Very Good Crack Treatment DO NOTHING $0.00 5
Surface Treatment DO NOTHING $0.00 15
Restoration Treatment DO NOTHING $0.00 99
II - Good, Non-Load Related DO NOTHING $0.00
III - Good, Load Related DO NOTHING $0.00
IV - Poor DO NOTHING $0.00
V - Very Poor DO NOTHING $0.00
Functional Class and Surface combination not used
Criteria: 3 MTC StreetSaver
Selected Treatment is not a Surface Seal
Appendix C

BUDGET NEEDS ANALYSIS RESULTS
Nichols Consulting Engineers, Chtd.

Budget Needs Reports
The purpose of this section is to answer the question: If the City had all the money in the world, what sections should be fixed and how much will it cost? Based on the Maintenance & Rehabilitation (M&R) decision tree and the PCIs of the sections, the program will then select a maintenance or rehabilitation action and compute the total costs over a period of five years. The Budget Needs represents the "ideal world" funding levels, while the Budget Scenario reports in the next section represent the most "cost effective" prioritization possible for the actual funding levels.

A budget needs analysis has been performed. The summary results from the analysis are shown below. An interest rate of 4% and an inflation factor of 5% were used to project the costs for the next ten years. This report shows the total five-year budget that would be required to meet the City’s standards as exemplified in the M&R decision tree.

Budget Needs reports included in this appendix are listed below:
 Projected PCI/Cost Summary
 Preventive Maintenance Treatment/Cost Summary
 Rehabilitation Treatment/Cost Summary
Nichols Consulting Engineers, Chtd.

Needs - Projected PCI/Cost Summary
This report summarizes and projects the network PCI over the ten-year analysis period, both with and without treatments applied. It also reports the associated costs, which are based on the treatment unit costs presented in the M&R decision tree.

COLUMN DESCRIPTION
Year Year in the analysis period.

PCI Treated Projected network average PCI with all needed treatments applied.

PCI Untreated Projected network average PCI without any treatments applied.

PM Cost Total preventive maintenance treatment cost.

Rehab Cost Total rehabilitation treatment cost.

Cost The budget required for each year in the analysis period to meet the City’s standard as shown on the M&R decision tree.

Total Cost Total budget required over a five-year period.

Year PCI Treated PCI Untreated PM Cost Rehab Cost Cost
2023 87 55 $617,389 $11,908,293 $12,525,683
2024 83 52 $78,569 $173,109 $251,678
2025 82 49 $101,004 $96,314 $197,319
2026 80 47 $33,978 $0 $33,978
2027 78 44 $0 $0 $0
Total Cost
$13,008,657
PM Total Cost
$830,940
% PM

6.39% $12,177,717
Rehab Total Cost
Needs - Projected PCI/Cost
Summary
Printed: 11/27/2022
Town of Fairfax
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
Nichols Consulting Engineers, Chtd.

Needs - Preventive Maintenance Treatment/Cost Summary
This report summarizes each preventive maintenance treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next five years.

COLUMN DESCRIPTION
Treatment Type of preventive maintenance treatments needed.

Year Year in the analysis period (i.e., 2023, 2024, 2025, etc.).

Area Treated Quantities in linear feet (Seal Cracks) or square yard (Slurry Seal).

Cost Maintenance treatment cost.

Treatment Year Area Treated Cost
CRACK SEAL w/MICROSURFACING 2023 42,925.33 sq. yd. $440,905 2024 4,462.22 sq. yd. $47,311
2025 7,461.56 sq. yd. $82,264
2026 2,935.11 sq. yd. $33,978
Total 57,784.22 $604,457
MICROSURFACING 2023 16,808 sq. yd. $176,484
2024 2,835.22 sq. yd. $31,258
2025 1,618.89 sq. yd. $18,741
Total 21,262.11 $226,483
Town of Fairfax Needs - Preventive Maintenance
Treatment/Cost Summary
Printed:
11/27/2022
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
Total Quantity 79,046.33 $830,940
Nichols Consulting Engineers, Chtd.

Needs - Rehabilitation Treatment/Cost Summary
This report summarizes each rehabilitation treatment type, quantity of pavement affected, and total costs over the analysis period. It also summarizes the total quantities and costs over the next five years.

COLUMN DESCRIPTION
Treatment Type of rehabilitation treatments needed.

Year Year in the analysis period (i.e., 2023, 2024, 2025, etc.).

Area Treated Quantities in square yard.

Cost Rehabilitation treatment cost.

Treatment Year Area Treated Cost
2" HMA MILL & OVERLAY 2023 54,377.89 sq.yd. $2,291,703
2024 1,477.78 sq.yd. $80,687
2025 1,680 sq.yd. $96,314
Total 57,535.67 sq.yd. $2,468,704
3" SURFACE RECONSTRUCT 2023 18,064.78 sq.yd. $1,427,117 Total 18,064.78 sq.yd. $1,427,117
4" SURFACE RECONSTRUCT 2023 17,902.22 sq.yd. $1,951,342 Total 17,902.22 sq.yd. $1,951,342
6" SURFACE RECONSTRUCT 2023 5,822.22 sq.yd. $983,956
Total 5,822.22 sq.yd. $983,956
CIR w/2" HMA OVERLAY 2023 46,863.78 sq.yd. $3,582,072
Total 46,863.78 sq.yd. $3,582,072
DOUBLE MICROSURFACING w/DIGOUTS 2023 26,019.78 sq.yd. $546,415 Total 26,019.78 sq.yd. $546,415
MICROSURFACING w/DIGOUTS 2023 82,066.11 sq.yd. $1,125,688 2024 5,937 sq.yd. $92,423
Total 88,003.11 sq.yd. $1,218,110
Needs - Rehabilitation
Treatment/Cost Summary
Printed: 11/27/2022
Town of Fairfax
Interest: 5.00% Inflation: 5.00%
Criteria: 1 MTC StreetSaver
Total Cost $12,177,717
Appendix D

BUDGET SCENARIO RESULTS
Nichols Consulting Engineers, Chtd.

Scenario 1: Do Nothing
Cost Summary Report
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 1: Do Nothing
2023 $0
$0
$0
$0
$0
$0
$0 $0 $12,525,683 $0
$65,544
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $0
$0
$0
$0
$0
$0
$0 $0 $14,549,066 $0
$1,203
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $0
$0
$0
$0
$0
$0
$0 $0 $16,867,407 $0
$241
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $0
$0
$0
$0
$0
$0
$0 $0 $19,001,470 $0
$1,130
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $0
$0
$0
$0
$0
$0
$0 $0 $22,450,857 $0
$1,390
0%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $0 $0 $0 $13,151
Collector $0 $0 $0 $27,528
Residential/Local $0 $0 $0 $28,829
Grand Total: $0 $0 $0 $69,508
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver
Year Budget PM Year Budget PM Year Budget PM
2023 $0 0%
2024 $0 0%
2025 $0 0%
2026 $0 0%
2027 $0 0%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 55 0 0
2024 52 52 0 0
2025 49 49 0 0
2026 47 47 0 0
2027 44 44 0 0
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.2% 0.0% 37.1%
IV 6.6% 7.2% 11.1% 0.0% 24.9%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 5.2% 4.1% 9.1% 0.0% 18.4%
II / III 4.6% 11.1% 9.3% 0.0% 25.0%
IV 6.5% 10.7% 10.8% 0.0% 28.0%
V 6.3% 10.0% 12.3% 0.0% 28.6%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 1: Do Nothing
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Nichols Consulting Engineers, Chtd.

Scenario 2: Existing Budget
Cost Summary Report
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
2023 $500,000
$449,980
$111,265
$0
$338,715
$0
$48,654 $1,346 $11,938,508 $0
$62,295
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $500,000
$446,104
$109,275
$0
$336,829
$0
$51,807 $0 $13,434,622 $0
$393
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $500,000
$444,780
$65,931
$0
$378,849
$0
$52,438 $0 $15,094,701 $0
$241
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $500,000
$447,620
$78,839
$0
$368,781
$0
$52,062 $0 $16,633,918 $0
$361
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $500,000
$449,047
$218,855
$0
$230,192
$0
$50,295 $0 $19,363,819 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $369,352 $73,059 $0 $11,518
Collector $396,336 $128,671 $0 $25,250
Residential/Local $1,471,842 $53,526 $0 $26,521
Grand Total: $2,237,530 $255,256 $0 $63,289
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver
Year Budget PM Year Budget PM Year Budget PM
2023 $500,000 10%
2024 $500,000 10%
2025 $500,000 10%
2026 $500,000 10%
2027 $500,000 10%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 57 2.09 4.04
2024 52 56 1.39 2.81
2025 49 54 1.60 3.20
2026 47 53 1.35 2.63
2027 44 51 1.79 3.59
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 8.7% 9.5% 13.2% 0.0% 31.4%
II / III 5.6% 13.9% 15.3% 0.0% 34.8%
IV 6.6% 7.2% 7.7% 0.0% 21.5%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 8.3% 10.1% 22.1% 0.0% 40.5%
II / III 2.1% 6.2% 6.3% 0.0% 14.6%
IV 5.9% 9.7% 1.4% 0.0% 17.0%
V 6.3% 9.9% 11.7% 0.0% 27.9%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Nichols Consulting Engineers, Chtd.

Scenario 3: Increase PCI by 5 Points
Cost Summary Report
Network Condition Summary Report
Town of Fairfax Scenarios - Cost Summary
Interest: 5.00% Inflation: 5.00% Printed: 11/22/2022
Scenario: PTAP 23: Scenario 3 - Increase PCI
by 5 Points
2023 $700,000
$628,172
$289,457
$0
$338,715
$0
$69,722 $278 $11,739,249 $0
$60,646
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2024 $1,000,000
$899,807
$273,710
$0
$626,098
$0
$97,306 $2,694 $12,726,198 $0
$393
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2025 $1,500,000
$1,330,222
$43,180
$40,377
$1,246,665
$0
$169,052 $0 $13,348,800 $0
$241
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2026 $1,800,000
$1,603,444
$34,729
$243,010
$1,325,704
$0
$196,299 $0 $13,483,036 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
2027 $2,200,000
$1,951,914
$0
$0
$1,856,316
$95,598
$246,673 $0 $14,333,459 $0
$0
10%
$0
$0
II
III
IV
V
NonProject
Project
Funded
Unmet
Project
Total
Functional Class Rehabilitation Prev. Maint. Stop Gap
Summary
Stop Gap
Funded Unmet
Arterial $2,126,188 $245,063 $0 $11,030
Collector $2,624,300 $282,169 $0 $24,357
Residential/Local $1,663,074 $251,819 $0 $25,892
Grand Total: $6,413,562 $779,051 $0 $61,280
Year PM Budget Rehabilitation Surplus PM Deferred Stop Gap Preventative
Maintenance
Criteria:

Scenarios Criteria:
1 MTC StreetSaver
Year Budget PM Year Budget PM Year Budget PM
2023 $700,000 10%
2024 $1,000,000 10%
2025 $1,500,000 10%
2026 $1,800,000 10%
2027 $2,200,000 10%
Projected Network Average PCI by Year
With Selected Treatment Treated Centerline
Miles
Treated Lane
Miles
Year Never Treated
2023 55 57 2.68 5.36
2024 52 57 3.24 6.36
2025 49 58 2.88 5.75
2026 47 59 3.14 6.16
2027 44 60 3.56 7.18
Percent Network Area by Functional Class and Condition Category Condition
Condition in base year 2023, prior to applying treatments.

Arterial Collector Res/Loc Other Total
I 7.7% 8.3% 9.9% 0.0% 25.9%
II / III 6.6% 15.1% 15.3% 0.0% 37.0%
IV 6.6% 7.2% 11.0% 0.0% 24.8%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2023 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 9.8% 11.5% 13.8% 0.0% 35.1%
II / III 4.5% 11.9% 14.7% 0.0% 31.1%
IV 6.6% 7.2% 7.7% 0.0% 21.5%
V 1.7% 5.3% 5.3% 0.0% 12.3%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Condition
Condition in year 2027 after schedulable treatments applied.

Arterial Collector Res/Loc Other Total
I 14.2% 17.5% 23.6% 0.0% 55.3%
II / III 2.1% 5.1% 5.1% 0.0% 12.4%
IV 0.0% 3.3% 1.4% 0.0% 4.7%
V 6.3% 9.9% 11.4% 0.0% 27.6%
Total 22.6% 35.9% 41.5% 0.0% 100.0%
Scenarios - Network Condition Summary
Printed: 11/21/2022
Town of Fairfax
Scenario: PTAP 23: Scenario 3 - Increase PCI
by 5 Points
Interest: 5% Inflation: 5%
Criteria: MTC StreetSaver
Scenarios Criteria:
1 Appendix E

PAVEMENT CONDITION MAPS
Nichols Consulting Engineers, Chtd.

Current Network Condition - 2022
Fairfax
San Anselmo Crk
Deer
Park
Crk
Current PCI Condition
Printed: 11/27/2022
Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Nichols Consulting Engineers, Chtd.

Scenario 1: Do Nothing
Projected Street Network Condition - 2027
Fairfax
San Anselmo Crk
Deer
Park
Crk
Scenario PCI Condition
PTAP 23: Scenario 1: Do Nothing - 2027 Project Period - Total Rehab for 2027: $0 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Nichols Consulting Engineers, Chtd.

Scenario 2: Existing Budget
Projected Street Network Condition – 2027
Fairfax
San Anselmo Crk
Deer
Park
Crk
Scenario PCI Condition
PTAP 23: Scenario 2 - $500,000/Yr - 2027 Project Period - Total Rehab for 2027: $449,047 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Nichols Consulting Engineers, Chtd.

Scenario 3: Increase PCI by 5 Points
Projected Street Network Condition – 2027
Fairfax
San Anselmo Crk
Deer
Park
Crk
Scenario PCI Condition
PTAP 23: Scenario 3 - Increase PCI by 5 Points - 2027 Project Period - Total Rehab for 2027: $1,951,914 - Printed: 11/27/2022 Town of Fairfax
Test
Feature Legend
Category I - Very Good
Category II - Good (Non-Load)
Category III - Good (Load)
Category IV - Poor
Category V - Very Poor
Appendix F
SECTIONS SELECTED FOR TREATMENT – SCENARIO 2
Year Budget PM Year Budget PM Year Budget PM
2023 $500,000 10%
2024 $500,000 10%
2025 $500,000 10%
2026 $500,000 10%
2027 $500,000 10%
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2023

SCENIC ROAD REDWOOD ROAD TAMALPIAS
ROAD
SCENIC 50 580 14 8,120 A AC/AC 87 87 93 $9,473 16,575 MICROSURFACING Treatment Total $9,473
BOTHIN ROAD 1041' WEST OF

OLEMA ROAD
TOWN LIMITS BOTHIN 30 C AC/AC $40,094 9,445 MICROSURFACING w/DIGOUTS
1,031 25 25,775 68 67 77
PINE DRIVE 1900' WEST OF

LAUREL DRIVE
2760' WEST OF

LAUREL DRIVE
PINEDR 30 C AC/AC $18,729 8,321 MICROSURFACING
w/DIGOUTS
860 14 12,040 65 64 74
SCENIC ROAD BAY ROAD 200 FT W. BAY
ROAD
SCENIC 20B A AC/AC $4,667 9,605 MICROSURFACING
w/DIGOUTS
200 14 2,800 62 61 72

SIR FRANCIS DRAKE

BOULEVARD

PACHECO
AVENUE
BANK STREET SIRFRA 20 A AC $47,775 8,664 MICROSURFACING w/DIGOUTS
819 35 28,665 70 69 78
Treatment Total $111,265
HICKORY ROAD CASADE DR CYPRESS DR HICKOR 05 R AC $3,956 10,198 CRACK SEAL w/MICROSURFACING
178 20 3,560 74 74 82
MEERNA AVENUE IVY LANE HILLSIDE DRIVE MEERNA 20 C AC/AC $19,782 15,165 CRACK SEAL w/MICROSURFACING
942 18 16,956 76 76 84
SPRUCE ROAD 610 FT WEST OF

PARK ROAD

TAMALPIAS
ROAD
SPRUCE 25 C AC/AC $10,710 15,756 CRACK SEAL
w/MICROSURFACING
765 12 9,180 78 78 86
SUMMER AVENUE FOREST AVENUE DEAD END SUMMER 10 R AC/AC $4,733 10,370 CRACK SEAL w/MICROSURFACING
284 15 4,260 79 79 87
Treatment Total $39,181

BARKER AVENUE PORTEOUS
AVENUE
DEAD END BARKER 10 R AC/AC $26,220 8,786 2" HMA MILL &

OVERLAY
345 18 6,210 44 44 100

CLAUS DRIVE SIR FRANCIS
DRAKE

BOULEVARD
TAYLOR DRIVE CLAUSD 10 R AC $54,230 8,950 2" HMA MILL &

OVERLAY
494 26 12,844 42 42 100
MARINDA COURT MARINDA DRIVE DEAD END MARINC 10 R AC $22,775 8,902 2" HMA MILL &

OVERLAY
186 29 5,394 43 43 100

NAPA AVENUE PACHECO
AVENUE

DOMINGA
AVENUE
NAPAAV 10 R AC/AC $25,333 8,591 2" HMA MILL &

OVERLAY
300 20 6,000 48 47 100

PACHECO AVENUE SIR FRANCIS

DRAKE BLVD
DEAD END PACHEC 10 R AC/AC $50,329 8,520 2" HMA MILL &

OVERLAY
596 20 11,920 49 48 100

PARK ROAD BOLINAS ROAD SCHOOL
STREET
PARKRO 10 R AC/AC $59,584 8,661 2" HMA MILL &

OVERLAY
588 24 14,112 46 46 100
RIDGE ROAD SCENIC ROAD CUL-DE-SAC RIDGER 10 R AC/AC $77,824 8,657 2" HMA MILL &

OVERLAY
1,536 12 18,432 47 46 100

SAN GABRIEL COURT SAN GABRIEL
DRIVE
DEAD END SANGAC 10 R AC $22,420 9,032 2" HMA MILL &

OVERLAY
177 30 5,310 40 40 100
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 1 MTC StreetSaver Treatment Total $338,715
**SCENIC ROAD AZALEA AVENUE ACACIA ROAD SCENIC 05 R AC $0 0 MILL AND THICK

OVERLAY
1,165 18 20,970 29 29 100
Treatment Total $0
Year 2023 Area Total 212,548 Year 2023 Total $498,634
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2024
BROADWAY CLAUS DR BANK ST BROADW 10b C AC/AC $15,190 8,370 MICROSURFACING w/DIGOUTS
155 60 9,300 71 69 78
MEADOW WAY (3) MEADOW WAY (2) E END MEADOW 30 R AC $16,853 7,211 MICROSURFACING w/DIGOUTS
642 18 11,556 68 66 76

SIR FRANCIS DRAKE

BOULEVARD

BROADWAY SAN MIGUEL
COURT
SIRFRA 40 A AC $77,233 8,203 MICROSURFACING
w/DIGOUTS
939 47 44,133 71 68 77
Treatment Total $109,275
CASCADE DRIVE BOLINAS DRIVE 1285' WEST OF

BOLINAS DRIVE
CASCAD 10 C AC/AC $50,372 14,354 CRACK SEAL
w/MICROSURFACING
1,285 32 41,120 76 74 83
MANZANITA COURT MANZANITA ROAD DEAD END MANZAC 10 R AC $1,435 6,575 CRACK SEAL w/MICROSURFACING
123 10 1,230 85 83 90
Treatment Total $51,807
FORREST AVENUE SUMMER AVENUE 1230' EAST OF
SUMMER
AVENUE
FORREA 20 C AC/PCC $86,789 8,591 2" HMA MILL &

OVERLAY
1,230 14 17,220 52 50 100
LIVE OAK AVENUE MAPLE AVENU 1027' WEST OF

MAPLE AVENUE
LIVEOA 10 R AC/AC $81,955 8,126 2" HMA MILL &

OVERLAY
1,027 18 18,486 52 49 100
LIVE OAK AVENUE 1027' WEST OF

MAPLE AVENUE
DEAD END LIVEOA 20 R AC/AC $68,468 8,201 2" HMA MILL &

OVERLAY
858 18 15,444 51 48 100

MURIEL PLACE LOWER SCENIC
ROAD
DEAD END MURIEL 10 R AC/AC $45,154 8,096 2" HMA MILL &

OVERLAY
485 21 10,185 51 49 100
PARK ROAD SCHOOL STREET SPRUCE ROAD PARKRO 20 R AC $54,464 8,227 2" HMA MILL &

OVERLAY
585 21 12,285 50 48 100
Treatment Total $336,829
Year 2024 Area Total 180,959 Year 2024 Total $497,911
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2025
SCENIC ROAD TAMALPIAS ROAD BAY ROAD SCENIC 20A 535 14 7,490 A AC/AC 85 81 89 $9,634 11,673 MICROSURFACING

TAMALPAIS ROAD MOUNTAIN VIEW
ROAD
SCENIC ROAD TAMALP 50 590 12 7,080 A AC/AC 81 76 84 $9,107 10,528 MICROSURFACING Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 2 MTC StreetSaver Treatment Total $18,741
PINE DRIVE 635' WEST OF

LAUREL DRIVE
1900' WEST OF

LAUREL DRIVE
PINEDR 20 C AC/AC $30,373 7,387 MICROSURFACING
w/DIGOUTS
1,265 14 17,710 66 62 72

SEQUOIA ROAD LOWER SCENIC
ROAD
SPRUCE ROAD SEQUOI 10 R AC/AC $28,337 6,992 MICROSURFACING w/DIGOUTS
974 19 18,506 70 67 76

SHERMAN AVENUE BOLINAS ROAD DOMINGA
AVENUE
SHERMA 10 R AC/AC $7,221 6,303 MICROSURFACING
w/DIGOUTS
262 18 4,716 65 61 72
Treatment Total $65,931
BOTHIN ROAD MARIN AVENUE OLEMA ROAD BOTHIN 10 C AC/AC $15,384 12,679 CRACK SEAL w/MICROSURFACING
460 26 11,960 74 71 80
CANYON ROAD CASCADE DRIVE 1017' WEST OF

CASCADE
DRIVE
CANYON 10 C AC/AC $18,314 11,973 CRACK SEAL
w/MICROSURFACING
1,017 14 14,238 76 73 81
Treatment Total $33,697
BLACKBERRY LANE CREEK ROAD FORREST AVE BLACKB 10 R AC/AC $15,920 7,735 2" HMA MILL &

OVERLAY
190 18 3,420 53 49 100
CASCADE DRIVE CANYON ROAD 890' WEST OF

CANYON ROAD
CASCAD 60 R AC/AC $74,573 7,843 2" HMA MILL &

OVERLAY
890 18 16,020 52 48 100
CENTER BOULEVARD PASTORI AVENUE 727' NORTH OF

PASTORI
AVENUE
CENTER 20 R AC $172,593 7,906 2" HMA MILL &

OVERLAY
727 51 37,077 51 47 100
FORREST AVENUE 2230' EAST OF

SUMMER AVENUE
TOWN LIMITS FORREA 40 C AC/PCC $62,975 8,211 2" HMA MILL &

OVERLAY
850 14 11,900 54 49 100

IVY LANE PORTEOUS
AVENUE
MEERNA
AVENUE
IVYLAN 10 R AC/AC $9,887 7,735 2" HMA MILL &

OVERLAY
118 18 2,124 53 49 100

WREDEN AVENUE PARK ROAD FRUSTUCK
AVENUE
WREDEN 10 R AC/AC $42,900 7,783 2" HMA MILL &

OVERLAY
576 16 9,216 53 48 100
Treatment Total $378,849
Year 2025 Area Total 161,457 Year 2025 Total $497,218
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
SCENIC ROAD 400' NORTH OF

REDWOOD ROAD

REDWOOD
ROAD
SCENIC 40 458 14 6,412 A AC/AC 88 82 90 $8,660 10,967 MICROSURFACING Treatment Total $8,660
CASCADE DRIVE 1770' WEST OF

CANYON ROAD
DEAD END CASCAD 80 R AC/AC $20,090 6,260 MICROSURFACING w/DIGOUTS
833 15 12,495 68 63 73

SIR FRANCIS DRAKE

BOULEVARD

SAN MIGUEL
COURT
OAK TREE LANE SIRFRA 50 A AC $58,749 7,469 MICROSURFACING w/DIGOUTS
870 35 30,450 76 69 78
Treatment Total $78,839
MANOR ROAD MARIN AVENUE OLEMA ROAD MANORR 10 R AC/AC $13,143 9,328 CRACK SEAL w/MICROSURFACING
393 26 10,218 76 72 81
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 3 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2026
MEERNA AVENUE HILLSIDE DR PORTEOUS AV MEERNA 30 R AC $24,317 9,839 CRACK SEAL w/MICROSURFACING
995 19 18,905 76 72 81
VALLEY ROAD WILLIS LANE DEAD END VALLEY 10 R AC/AC $5,942 7,495 CRACK SEAL w/MICROSURFACING
330 14 4,620 81 76 85
Treatment Total $43,402
BELMONT AVENUE PASTORI AVENUE KENT AVENUE BELMON 10 R AC/AC $31,790 7,337 2" HMA MILL &

OVERLAY
271 24 6,504 55 49 100

OAK TREE LANE SIR FRANCIS
DRAKE

BOULEVARD
DEAD END OAKTRE 10 R AC/AC $70,022 7,379 2" HMA MILL &

OVERLAY
494 29 14,326 55 48 100

TOYON DRIVE OAK ROAD NORTH DEAD
END
TOYONR 10 R AC $76,347 7,413 2" HMA MILL &

OVERLAY
710 22 15,620 56 49 100

TOYON DRIVE OAK ROAD SOUTH DEAD
END
TOYONR 20 R AC $97,755 7,474 2" HMA MILL &

OVERLAY
1,000 20 20,000 55 48 100
WESTBRAE DRIVE OLEMA ROAD OLEMA ROAD WESTBR 10 R AC/AC $92,867 7,383 2" HMA MILL &

OVERLAY
760 25 19,000 55 48 100
Treatment Total $368,781
Year 2026 Area Total 158,550 Year 2026 Total $499,682
Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
TAMALPAIS ROAD 1050' SOUTH OF

SCENIC ROAD
BERRY TRAIL TAMALP 30 812 16 12,992 A AC/AC 93 84 91 $18,424 9,091 MICROSURFACING

TAMALPAIS ROAD BERRY TRAIL MOUNTAIN VIEW
ROAD
TAMALP 40 835 15 12,525 A AC/AC 93 84 91 $17,762 9,091 MICROSURFACING Treatment Total $36,185
CYPRESS DRIVE 935' NORTH OF
LAUREL
LAUREL DRIVE CYPRES 50 C AC/AC $51,429 6,367 MICROSURFACING w/DIGOUTS
1,700 16 27,200 69 61 71
GLEN DRIVE 1260' NORTH OF

SFD BLVD
TOWN LIMIT GLENDR 20 C AC/AC $90,758 8,205 MICROSURFACING w/DIGOUTS
1,200 40 48,000 75 69 78
RIDGEWAY AVENUE LIVE OAK AV END RIDGEW 10 R AC/AC $36,465 6,754 MICROSURFACING w/DIGOUTS
1,350 16 21,600 73 68 77

ROCCA DRIVE TAYLOR DRIVE TAYLOR DRIVE

AT SADY LANE
ROCCAD 20 R AC/AC $40,203 6,151 MICROSURFACING
w/DIGOUTS
1,701 14 23,814 69 63 73
Treatment Total $218,855

MARIN ROAD OLEMA ROAD MANOR ROAD
(AROUND

CIRCLE)
MARINR 10 C AC/AC $14,110 8,761 CRACK SEAL
w/MICROSURFACING
398 25 9,950 83 76 84
Treatment Total $14,110
Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 4 MTC StreetSaver Area ID
Year:

Street Name Begin Location End Location Street ID Section ID FC Surface
Type Cost Rating Treatment
Current
Length Width Area PCI
PCI
Before
PCI
After
Treatment
2027
CRESCENT CIRCLE OAK TREE LANE DEAD END CRESCE 10 R AC/AC $49,263 7,002 2" HMA MILL &

OVERLAY
331 29 9,599 57 49 100
Treatment Total $49,263

SCENIC ROAD TAMALPIAS ROAD UPPER SCENIC
ROAD
SCENIC 60 A AC $180,928 6,128 CIR w/2" HMA

OVERLAY
1,145 15 17,175 53 41 100
Treatment Total $180,928
Year 2027 Area Total 182,855 Year 2027 Total $499,342
Grand Total Section Area: 896,369 Grand Total $2,492,787 Interest: 5.00%
Town of Fairfax Scenarios - Sections Selected for Treatment Inflation: 5.00% Printed: 11/27/2022
Scenario: PTAP 23: Scenario 2 - $500,000/Yr
Scenarios Criteria:
** - Treatment from Project Selection 5 MTC StreetSaver Appendix G

QUALITY MANAGEMENT REPORT
City of Fairfax PTAP 23
Quality Management Report
Street ID Section ID Street Name Begin Location End Location Functional Class PCI Date PCI Re-inspected PCI
ALDERC 10 ALDER COURT LANDSDALE AVE DEAD END R 9/10/2022 70 70 BELLEA 20 BELLE AVENUE KENT AVENUE TOWN LIMITS R 9/9/2022 82 82 BOTHIN 20 BOTHIN ROAD OLEMA ROAD
1041' WEST OF OLEMA
ROAD C 8/29/2022 62 61
CASCAD 40 CASCADE DRIVE MEADOW WAY
690' WEST OF MEADOW
WAY R 8/30/2022 61 61
CASCAD 80 CASCADE DRIVE
1770' WEST OF
CANYON ROAD DEAD END R 8/30/2022 68 68
CENTER 20 CENTER BOULEVARD PASTORI AVENUE
727' NORTH OF
PASTORI AVENUE R 8/30/2022 52 52
CENTER 30 CENTER BOULEVARD
727' NORTH OF
PASTORI AVENUE PACHECO AVENUE R 8/30/2022 32 31
CYPRES 40 CYPRESS DRIVE
1700' NORTH OF

LAUREL DRIVE
935' NORTH OF LAUREL
DRIVE C 9/9/2022 37 51
DOMING 10 DOMINGA AVENUE CREEK ROAD BRIDGE COURT C 8/29/2022 29 29 FORREA 20 FORREST AVENUE SUMMER AVENUE
1230' EAST OF SUMMER
AVENUE C 8/30/2022 55 53
FRUSTU 10 FRUSTUCK AVENUE PARK ROAD WRENDEN AVENUE C 9/9/2022 26 56 HILLSI 50 HILLSIDE DRIVE CREST ROAD DEAD END C 8/30/2022 23 40 INYOAV 10 INYO AVENUE PACHECO AVENUE END R 8/29/2022 15 15 LIVEOA 10 LIVE OAK AVENUE MAPLE AVENU
1027' WEST OF MAPLE
AVENUE R 9/10/2022 21 52
MARIND 10 MARINDA DRIVE

SIR FRANCIS DRAKE
BOULEVARD SAN GABRIEL DRIVE C 9/10/2022 41 37
MURIEL 10 MURIEL PLACE LOWER SCENIC ROAD DEAD END R 8/29/2022 48 52 OAKROA 10 OAK ROAD LAUREL DRIVE TOYON DRIVE R 9/9/2022 13 11 OLEMAR 20 OLEMA ROAD MARIN ROAD TOWN LIMITS C 8/29/2022 51 51 SANGAD 10 SAN GABRIEL DRIVE MARINDA DRIVE
1148' EAST OF MARINDA
DRIVE C 9/10/2022 21 26
SIRFRA 60

SIR FRANCIS DRAKE
BOULEVARD OAK TREE LANE OAK MANOR DRIVE A 9/9/2022 35 34 TAMALP 60 TAMALPAIS ROAD SCENIC ROAD DEAD END A 9/9/2022 23 36 TOYONR 10 TOYON DRIVE OAK ROAD NORTH DEAD END R 9/9/2022 56 56 VISTAW 10 VISTA WAY SAN GABRIEL DRIVE DEAD END R 9/10/2022 41 32 WILLIS 10 WILLIS LN FRUSTUCK AV END R 9/10/2022 38 16
WREDEN 10 WREDEN AVENUE PARK ROAD FRUSTUCK AVENUE R 9/9/2022 51 53 FC (Functional Classification): A (Arterial), C (Collector), R (Residential/Local) 1 fi1 Pavement Engineering Inc.

You can nde on our reputation
February 18, 2023
Loren Umbertis
Town of Fairfax
142 Solinas Road
Fairfax, CA 94930
MP23-063A
Subject: Request for Proposal - Preparation of Plans, Specifications and Estimates for the Town's 2023 Pavement Project
Dear Loren:

We are pleased to submit our proposal for the subject project. Our scope of work, fees and schedule for this work are outlined below.

SCOPE OF WORK
Our scope of work includes developing treatment options and preliminary budgets, measuring field quantities, and preparing contract documents and estimates for the following project streets:
• Claus Drive -Sir Francis Drake Boulevard to Taylor Drive (~600 LF) • Taylor Drive -Taylor Drive/Claus Drive to Burdette Lane(~ 700 LF) • Porteous Avenue -Solinas Road to Wood Lane (~1,200 LF) • Scenic Road -Azalea Avenue to Acacia Road (~1,300 LF) As part of our scope of work, we will develop a design to address the drainage and ponding at the intersection of Porteous Avenue and Wood Lane.

Our work is broken down into several tasks outlined below.

TASK 1 - PROJECT ADMINISTRATION
This work includes a kick-off meeting with Town of Fairfax staff to confirm the project's scope of work, schedule, budget, and availability of project documents; review project goals; discuss format of deliverables; and clarify the responsibilities of each party for each project.

Progress meetings will be arranged to review the work at critical stages. For this project, we are recommending that we meet after we complete the work associated with Task 2 to review and confirm the final treatments and conceptual level budget analysis, then again at the 60% stage, at the 90% stage to review and confirm the final documents and collect comments.

We anticipate three (3) meetings, including the kick-off meeting, with the Town of Fairfax staff.

Serving California stnce 1987
www pa vementengineenng. com

ATTACHMENT B
Loren Umbertis
MP23-063A
February 18, 2023

TASK 2 - PAVEMENT ANALYSIS & PRELIMINARY ENGINEERING
The purpose of this task is to gather and confirm all necessary information, either from field measurements or existing archives to facilitate the design and development of the project's contract documents. The end result of this task is to develop a concept level budget for each project that can be used to refine the project to fit the Town's anticipated construction budget.

We have separated the anticipated investigation and survey items below and provided a detailed explanation of the expected work for each project.

Phase 2.1 - Pavement Analysis
PEI will perform pavement evaluation services including deflection testing, coring and analysis on the project streets. This type of analysis will eliminate the guesswork and ensure that an optimum rehabilitation approach is identified.

The field-testing portion of our work consists of deflection testing and coring the pavement to determine the asphalt layer thickness. Deflection tests will be performed at 100-foot maximum intervals in the travel lane. Coring will be performed at 500-foot maximum intervals over the street segment. The deflection analysis will be performed in general accordance with CTM 356. The Town of Fairfax will provide the traffic index for the project street.

Our work excludes pre-marking the core locations and coordination with Underground Service Alert. Because our cores are confined to the existing AC layer or existing structural section thickness, we do not anticipate any utilities. Traffic control will be provided using a vehicle with mounted warning lights conforming to MUTCD for a Mobile Operation. Modifications to this approach will result in additional fees.

Flagging will be provided as needed.

Rehabilitation options to be investigated will include HMA and RHMA overlays, milling and filling, and pulverization and resurfacing. As part of our analysis, we will present any viable maintenance options for streets that are structurally adequate.

For this task, we are proposing that we do not develop a formal report, instead, we will compile our findings in a decision matrix and deflection summary sheets that will be provided to the Town for your reference. Going straight from the raw analysis and data to design saves design funds.

Phase 2.2 - Measure Field Quantities
PEI will physically walk each of the project streets to measure and record all pertinent field quantities, including the location of existing striping, pavement markers and paint markings; location of underground utility covers; limits of paving transitions, digouts, fi1
Loren Umbertis
MP23-063A
February 18, 2023

and other pavement repairs; and the total area of pavement to be resurfaced. This information will be compiled into the bid schedule.

If we identify any concrete repairs or tree root damage during our field reviews, we will note it and bring it to your attention to determine if the repairs should be added to the contract.

Phase 2.3 - Monument Perpetuation Research
PEI will subcontract with Geo-West to perform monument perpetuation research on Claus Drive, Taylor Drive, Scenic Road and Porteous Avenue for the project.

The work will assist the Town of Fairfax with the monument identification and preservation process (State Business and Professions Code Section 8771) by performing a records search to locate any potential recorded survey monuments within the street limits. Our surveyor will prepare a written report that PEI will review with the Town to determine which monuments might potentially be disturbed during construction and how to perpetuate them. Our work will include showing the monuments to be perpetuated on the plan set and performing a post-construction cross-check once the contractor is finished to verify the contractor's monument perpetuation work.

At the Town's request, PEI can also provide a service to tie-off the existing monuments prior to construction and establish new monumentation after construction. If desired, PEI can provide an additional proposal for these services.

Phase 2.4 - Concept Level Budget Analysis
After the site investigations and analysis outlined in Task 2 are complete, PEI will meet with the Town to review the gathered information. As part of the meeting, we will review preliminary cost information for each viable option for the street segment and a life cycle cost analysis (LCCA) to assist the Town in selecting the most cost effective and constructible options for the project street.

As part of our meeting, PEI will also discuss any drainage issues that are observed to determine if/ how to implement the needed improvements.

This meeting will be where critical decisions are made about how far the budget can be stretched. At the conclusion of this meeting, PEI and the Town will have a clear understanding about the specific design approach that will be implemented for the project. This meeting will be considered the 35% submittal. liJ
Loren Umbertis
MP23-063A
February 18, 2023

In addition to the tasks listed above, PEI will coordinate with Town staff to obtain the following information:
• Facility maps from utility agencies
• Other available design data such as drainage facility maps, traffic data, Town standards, front-end specifications, etc.

Task 2 Deliverables:
• Design recommendations and preliminary cost estimates (with LCCA) for each roadway segment within each project area for Town review. • Pavement decision matrix and deflection summary sheets with summarized rehabilitation options.

TASK 3- PLANS, SPECIFICATIONS AND ESTIMATES
Phase 3. 1 - 60%, 90% and Final PS&E Submittals
PEI will develop project plans for each project that will convey the design intent and treatments selected during the concept level budget meeting. We will use aerial images to develop base sheets and provide details for typical sections, transitions, conforms, digouts, and additional pavement work as necessary. PEI will submit any portion of the maintenance work that requires further clarification in the form of drafted plan views, details, elevations, or cross sections. We will also prepare technical specifications that will incorporate the latest asphalt industry guidelines and criteria.

PEI will compile all field quantities collected from Task 2 into individual engineer's estimates by street segment and will provide a summary spreadsheet for each project.

This will be considered the 60% submittal.

After the Town has reviewed the 60% submittal, PEI will meet to receive and review the comments. We will use these comments from the Town to refine the plans and technical specifications. This information will be submitted to the Town as the 90% design review.

After the Town reviews the 90% submittal, we will meet with staff to resolve any final outstanding issues and will adjust the contract documents accordingly. A final 100% submittal will follow.

We understand that the Town will provide the front-end conditions for this project.

Our design will match the existing striping patterns on each street. li1
Loren Umbertis
MP23-063A
February 18, 2023

Task 3 - Deliverables
• The 60% and 90% plan submittals will be submitted in PDF format. Technical specifications will be submitted in Word format.
• Final approved drawing submittals will include one PDF copy of all the drawing sheets, technical specifications in Word format and an engineer's estimate in PDF format.

TASK 4 - CURB RAMP DESIGNS
Prior to beginning any curb ramp designs, PEI will meet with town staff and their CASp (Certified Access Specialist) to review and determine which ramps should be upgraded based on location and surrounding paths of travel. For this project, we estimate that there could be as many as 24 curb ramp locations that need to be upgraded on Claus Drive, Taylor Drive, Scenic Road and Porteous Avenue.

As discussed during our field meeting, the Town is expecting that the curb ramps will be field fit during construction and that a detailed topographic design is not needed as part of this project. To assist the Town with the curb ramps, PEI will collect the quantities necessary to construct each ramp. The quantities will be tabulated and included in the plan set for the contractor to reference.

TASK 5 - BID SUPPORT SERVICES
During the bid period, we will be available to answer any specific questions from the Town concerning the design. Should the need arise, we will prepare an addendum as required.

In addition, we will also be available to attend a pre-bid meeting and for help with questions from the contractors during the bidding process and reviewing and evaluating bids. All fees for this task will be on a time and materials bases.

Excluded Work
Our work excludes developing traffic control plans, topographic survey of the roads, right-ofway research, design of C.3 stormwater improvements and LIDs, electronic locating or potholing of existing underground utilities, and providing testing or inspection services during construction. PEI can provide a proposal for any these services at the City's request.

PROPOSED WORK SCHEDULE
We understand that a quick delivery of this project is needed. PEI will discuss the schedule and deliverables once a contract is in place.
fi3
Loren Umbertis
MP23-063A
February 18, 2023

PROPOSALFEE&FEEBREAKDOWN
PE l's fee for the work is based on our experience with similar projects performed for the Town and throughout the state. Our fee for this work is $66,720 and is based on a project with an estimated construction cost of $600,000 for the pavement work only.

The enclosed fee breakdown shows our projected costs for each portion of the project. The individual fees associated with each task will serve as guidelines for progress payments. All fees and costs associated with this project are subject to final negotiation with the Town of Fairfax. Changes in scope may result in additional fees. The enclosed proposal conditions apply.

Please feel free to contact us at (805) 781-2265 with any questions you may have concerning this proposal.

Very t
PAVE EERING INC.
-.......�...--- irie, P.E.

Senior Principal Engineer
Attachments:
pc: C File
M File
Estimated Fee Breakdown Schedule
Proposal Conditions
,a
Loren Umbertis
MP23-063A
February 18, 2023

FEE BREAKDOWN SCHEDULE

FOR THE

TOWN OF FAIRFAX
2023 PAVEMENT PROJECT
TASK 1 PROJECT ADMINISTRATION
Position
Senior Principal Engineer
Assistant Engineer
Rate Hours
$260 12
$175 12
Est. Total:

TASK2 PAVEMENT ANALYSIS & PRELIMINARY ENGINEERING
Phase 2.1 Pavement Anailys•s
Senior Principal Engineer $260 3
Assistant Engineer $175 10
Senior Engineering Technician $155 4
Clerical $80 3
Dynaflect Operator $525 4
Coring Technician $430 4
Dynaflect & Coring Crew Preparation $155 2
Mobilization
Est. Total:

Phase 2.2 Measure Field QuantiiUes
Assistant Engineer $175 2
Senior Engineering Technician $155 8
Engineering Technician $140 8
Est. Total:

Phase 2.3 Monument Perpetuation
Assistant Engineer $175 2
Geo -West - Monument Perpetuation Report
Est. Total:

Phase 2.4 Concept Level Budget Analysis
Senior Principal Engineer $260 1
Assistant Engineer $175 4
Senior Engineering Technician $155 4
Est. Total:

Total
$3,120
$2,100
$5,220
$780
$1,750
$620
$240
$2,100
$1,720
$310
$4,560
$12,080
$350
$1,240
$1,120
$2,710
$350
$1,540
$1,890
$260
$700
$620
$1,580
fiJ
Loren Umbertis
MP23-063A
February 18, 2023

FEE BREAKDOWN SCHEDULE

FOR THE

TOWN OF FAIRFAX
2023 PAVEMENT PROJECT
(Continued)
TASK 3 PLANS, SPECIFICATIONS and ESTIMATES
60%, 90% and Final PS&E Submittals
Senior Principal Engineer
Assistant Engineer
Senior Engineering Technician
Engineering Technician
TASK 4 Curb Ramp Designs
Curb Ramps Quantities Only (24 Ramps)
Senior Principal Engineer
Assistant Engineer
Senior Engineering Technician
$260 12
$175 44
$155 56
$140 56
$260
$175
$155
Est. Total:
1 1
1 Est. Total Per Ramp
Estimated Number of Ramps
TASK 5 BID SUPPORT SERVICES
Senior Principal Engineer
Assistant Engineer
Est. Total
$260 4
$175 4
Est. Total:

Total Estimated Project Fee:
$3,120
$7,700
$8,680
$7,840
$27,340
$260
$175
$155
$590
24 $14,160
$1,040
$700
$1,740
$66,720
fi1
Loren Umbertis
MP23-063A
February 18, 2023

PROPOSAL CONDITIONS

1. Proposal is valid for thirty days from the date of the proposal.

2. All work shall be performed utilizing common methods and practices of the civil engineering profession.

3. Fees for lump sum or unit price proposals will be charged at the quoted price.

Fees for engineering services will be charged on a time and materials basis will be charged at the applicable hourly rates.

4. The proposal is based upon providing liability insurance with limits up to $1,000,000.

5. Payment: Invoices will be submitted monthly. All invoices are due within 30 days. Attorney fees or other costs incurred in collecting any delinquent amount shall be paid by the client.
fiJ
MarinMap GIS Map Report
This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable.
12,000
© Latitude Geographics Group Ltd.
2,000.0

THIS MAP IS NOT TO BE USED FOR NAVIGATION
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NAD_1983_HARN_StatePlane_California_III_FIPS_0403_Feet
0 1,000.00 2,000.0 Feet
Notes
Legend
Condominium Common Area
City
Community
Marin County Legal Boundary
Other Bay Area County
MMWD Easement
Parcel Secured

ATTACHMENT C
1 ATTACHMENT D
RESOLUTION 23-__

A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF FAIRFAX TO

AUTHORIZE THE TOWN MANAGER TO EXECUTE AN AMENDMENT IN THE AMOUNT OF $66,720 TO THE CONTRACT WITH PAVEMENT ENGINEERING INC, (PEI) TO DEVELOP BID DOCUMENTS INCLUDING PLANS AND SPECIFICATIONS FOR PROPOSED ROADWAY IMPROVEMENTS IN FY22/23
WHEREAS, every two years, the Town applies for and receives a grant from the State of California to assess the pavement condition of public roads, to project the costs of needed repairs, and to assist the Town in planning how it will maintain public roads; and WHEREAS, the attached report provides an assessment of each street based on the standardized Pavement Condition Index (PCI) and provides a computer-generated recommendation of the funding needed to achieve a desired PCI rating for the Town; and
WHEREAS, the Town Council was provided a draft copy of the PTAP report at their regularly scheduled meeting on February 1, 2023 to allow for the Council’s and the public’s review pending a larger discussion of its contents at a later meeting and to discuss the Department of Public Works plans for a road improvement project in FY 22- 23; and
WHEREAS, Staff noted in the Feb 1, 2023 Staff Report that it was working with our consultant PEI to identify projects for a 5 year plan and to proceed to the next step of preparing necessary Plans and Specifications for immediately identified projects; and WHEREAS, Staff and its consultant have identified three road segments for the current fiscal year of 2023 based upon observed conditions of the roadways, their utility to the community and their dispersed locations within the Town for repair and rehabilitation and that the roads were also selected as they do not have significant slope stabilization repair requirements that would need to be addressed prior to work or have known significant storm drainage deficiencies for which the Town is responsible; and WHEREAS, the proposed road segments are:
• Scenic Road between Azalea Avenue and Manor Road
• Porteous Ave between Bolinas Road and Wood Lane
• Claus Drive from Sir Francis Drake Blvd and Burdette/Taylor Lane; and WHEREAS, the next step for Staff and the Council is to authorize PEI to develop the technical construction drawings, plans and specifications necessary to complete a Bid Package that can be issued to the marketplace in the Spring of 2023 with anticipated construction start dates for the Summer and Fall of 2023 for the identified segments; and
2 ATTACHMENT D
WHEREAS, PEI has submitted a proposal for $66,720 to provide the Town with the initial investigation, preparation of the Bid Documents and Bid Support; and WHEREAS, funds are available in the CIP Street Resurfacing and Repair General Ledger fund 53-887 and Selected Streets Resurfacing and Repair fund 51-810; and NOW, THEREFORE, BE IT HEREBY RESOLVED, that the Town Council of Fairfax has received and discussed the report on Town Draft Pavement Condition Index (PCI) Report, known as PTAP-23 (Pavement Technical Assistance Program) and hereby authorizes the Town Manager to execute an amendment, in an amount not to exceed $66,720 and in a form to be approved by the Town Attorney, to the contract with Pavement Engineering Inc (PEI) to develop Bid Documents including Plans and Specifications for proposed Roadway Improvements in FY 22-23.

The foregoing resolution was adopted at a regular meeting of the Town Council of the Town of Fairfax held in said Town on the 1st day of March 2023, by the following vote:

AYES:

NOES:

ABSENT:
______________________________
Chance Cutrano, Mayor
Attest:
__________________________
Michele Gardner, Town Clerk

1. PARTIES AND DATE.

This Engineering Services Agreement ("Agreement") is made and entered into as February ) 'f- , 2022 by and between the Town of Fairfax, a municipal corporation organized and operating under the laws of the State of California with its principal place of business at 142 Solinas Rd., Fairfax, California 94930 ("Town"), and PAVEMENT ENGINEERING, INC., a California corporation with its principal place of business at 3485 Sacramento Drive, Suite A, San Luis Obispo, CA 93401 (hereinafter referred to as "Designer"). Town and Engineer are sometimes individually referred to herein as "Party" and collectively as "Parties."

2. RECITALS.

2.1. Town. Town is a municipal corporation organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

2.2. Engineer. Engineer desires to perform and assume responsibility for the provision of certain professional engineering services required by the Town on the terms and conditions set forth in this Agreement. Engineer warrants that it is fully licensed, qualified, and willing to perform the services required by this Agreement; provided, however, that if Engineer is a corporation or other organization, the Project Engineer designated pursuant to Section 3.2, and not the Engineer itself, shall be fully licensed to practice as an architect and/or engineer in the State of California.

2.3. Project. Town desires to engage Engineer to render such services for the identification of priority street lists for pavement improvement projects ("Project") as set forth in this Agreement.

3. TERMS

3.1. Employment of Designer.

3.1.1. Scope of Services. Engineer promises and agrees to furnish to Town all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the professional engineering and related services necessary for the full and adequate completion of the Project consistent with the provisions of this Agreement (hereinafter referred to as "Services"). The Services are more particularly described throughout this Agreement, including Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, any exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. All Services performed by Engineer shall be subject to the sole and discretionary approval of the Town, which approval shall not be unreasonably withheld.

3.1.2. Term. The term of this Agreement shall be from January 6, 2022 to December 31, 2022, unless earlier terminated as provided herein. The Town reserves the right to review the Designer's performance at the end of each year and cancel all or part of the Agreement.

3.2. Project Designer; Key Personnel.

3.2.1. Project Designer. Engineer shall name a specific individual to act as 1 38072.00001\34493169.1

ATTACHMENT E
Project Designer, subject to the approval of Town Engineer hereby designates Joseph L.

Ririe (License No. C52735) to act as the Project Engineer for the Project. The Project Engineer shall: (1) maintain oversight of the Services; (2) have full authority to represent and act on behalf of the Engineer for all purposes under this Agreement; (3) supervise and direct the Services using his or her best skill and attention; (4) be responsible for the means, methods, techniques, sequences and procedures used for the Services; (5) adequately coordinate all portions of the Services; and (6) act as principal contact with Town and all contractors, consultants, engineers and inspectors on the Project. Any change in the Project Engineer shall be subject to the Town's prior written approval, which approval shall not be unreasonably withheld. The new Project Engineer shall be of at least equal competence as the prior Project Designer. In the event that Town and Engineer cannot agree as to the substitution of a new Project Designer, Town shall be entitled to terminate this Agreement for cause.

3.3. Hiring of Consultants and Personnel.

3.3.1. Right to Hire or Employ. Engineer shall have the option, unless Town objects in writing after notice, to employ at its expense architects, engineers, experts or other consultants qualified and licensed to render services in connection with the planning and/or administration of the Project, and to delegate to them such duties as Engineer may delegate without relieving Engineer from administrative or other responsibility under this Agreement. Engineer shall be responsible for the coordination and cooperation of Designer's architects, engineers, experts or other consultants. All consultants, including changes in consultants, shall be subject to approval by Town in its sole and reasonable discretion. Engineer shall notify Town of the identity of all consultants at least fourteen (14) days prior to their commencement of work to allow Town to review their qualifications and approve to their participation on the Project in its sole and reasonable discretion.

3.3.2. Qualification and License. All architects, engineers, experts and other consultants retained by Engineer in performance of this Agreement shall be qualified to perform the Services assigned to them, and shall be licensed to practice in their respective professions, where required by law.

3.3.3. Standards and Insurance. All architects, engineers, experts and other consultants hired by Engineer shall be required to meet all of the same standards and insurance requirements set forth in this Agreement, unless other standards or requirements are approved by the Town in writing. Unless changes are approved in writing by the Town, Designer's agreements with its consultants shall contain a provision making them subject to all provisions stipulated in this Agreement.

3.3.4. Assignments or Staff Changes. Engineer shall promptly obtain written Town approval of any assignment, reassignment or replacement of such architects, engineers, experts and consultants, or of other staff changes of key personnel working on the Project. As provided in the Agreement, any changes in Designer's consultants and key personnel shall be subject to approval by Town.

3.3.5. Draftsman and Clerical Support. Draftsmen and clerical personnel shall be retained by Engineer at Designer's sole expense.

3.4. Standard of Care.

3.4.1. Standard of Care. Engineer shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals qualified to perform the Services in the 2 38072.00001\34493169.1
same discipline in the State of California, and shall be responsible to Town for damages sustained by the Town and delays to the Project as specified in the indemnification provision of this Agreement. Without limiting the foregoing, Engineer shall be fully responsible to the Town for any increased costs incurred by the Town as a result of any such delays in the engineering or construction of the Project. Engineer represents and maintains that it is skilled in the professional calling necessary to perform the Services.

Engineer warrants and represents that all of its employees, architects, engineers, experts and other consultants shall have sufficient skill and experience to perform the Services assigned to them. Finally, Engineer represents that it, its employees, architects, engineers, experts and other consultants have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services assigned to or rendered by them and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Engineer shall perform, at its own cost and expense and without reimbursement from the Town, any services necessary to correct errors or omissions which are caused by the Designer's failure to comply with the standard of care provided for herein.

3.4.2. Performance of Employees. Any employee or consultant who is determined by the Town 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 or consultant who fails or refuses to perform the Services in a manner acceptable to the Town, shall be promptly removed from the Project by the Engineer and shall not be re-employed to perform any of the Services or to work on the Project.

3.5. Laws and Regulations.

3.5.1. Knowledge and Compliance. Engineer shall keep itself fully informed of and in compliance with all applicable local, state and federal laws, rules and regulations in any manner affecting the performance of the Services or the Project, and shall give all notices required of the Engineer by law. Engineer shall be liable, pursuant to the standard of care and indemnification provisions of this Agreement, for all violations of such laws and regulations in connection with its Services. If the Engineer performs any work knowing it to be contrary to such laws, rules and regulations, Engineer shall be solely responsible for all costs arising therefrom. Engineer shall defend, indemnify and hold Town, its officials, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.5.2. Drawings and Specifications. Engineer shall cause all drawings and specifications to conform to any applicable requirements of federal, state and local laws, rules and regulations, including the Uniform Building Code, in effect as of the time the drawings and specifications are prepared or revised during the latest phase of the Services described in Exhibit "A" attached hereto. Any significant revisions made necessary by changes in such laws, rules and regulations after this time may be compensated as Additional Services which were not known or reasonably should not have been known by Designer. Engineer shall cause the necessary copies of such drawings and specifications to be filed with any governmental bodies with approval jurisdiction over the Project, in accordance with the Services described in Exhibit "A" attached hereto. For the preparation of all such drawings and specifications, the Engineer shall use Computer Aided Design Drafting ("GADD") (e.g., AutoCAD) or other technology acceptable to the Engineer and Town.

3.5.3. Americans with Disabilities Act. [Intentionally Deleted] 3 38072.00001\34493169. l

3.5.4. Permits, Approvals and Authorizations. Engineer shall provide Town with a list of all permits, approvals or other authorizations required for the Project from all federal, state or local governmental bodies with approval jurisdiction over the Project.

Engineer shall then assist the Town in obtaining all such permits, approvals and other authorizations. The costs of such permits, approvals and other authorizations shall be paid by the Town.

3.5.5. Water Quality Management and Compliance. [Intentionally Deleted]

3.6. Independent Contractor.

3.6.1. Control and Payment of Subordinates. Town retains Engineer on an independent contractor basis and Engineer is not an employee of Town. Engineer is not an employee for state tax, federal tax or any other purpose, and is not entitled to the rights or benefits afforded to Town's employees. Any additional personnel performing the Services under this Agreement on behalf of Engineer shall also not be employees of Town, and shall at all times be under Designer's exclusive direction and control. Engineer 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. Engineer 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.

3.7. Schedule of Services.

3.7.1. Engineer Services. Engineer shall fully and adequately complete the Services described in this Agreement and in Exhibit "A" attached hereto and incorporated herein by reference.

3.7.2. Timely Performance Standard. Engineer shall perform all Services hereunder as expeditiously as is consistent with professional skill and care, as well as the orderly progress of the Project work so as not to be the cause, in whole or in part, of delays in the completion of the Project or in the achievement of any Project milestones, as provided herein. Specifically, Engineer shall perform its Services so as to allow for the full and adequate completion of the Project within the time required by the Town and within any completion schedules adopted for the Project. Engineer agrees to coordinate with Town's staff, contractors and consultants in the performance of the Services, and shall be available to Town's staff, contractors and consultants at all reasonable times.

3.7.3. Performance Schedule. Engineer shall prepare an estimated time schedule for the performance of Designer's Services, to be adjusted as the Project proceeds. Such schedule shall be subject to the Town's review and approval, which approval shall not be unreasonably withheld, and shall include allowances for periods of time required for Town's review and approval of submissions, and for approvals of authorities having jurisdiction over Project approval and funding. If Town and Engineer cannot mutually agree on a performance schedule, Town shall have the authority to immediately terminate this Agreement. The schedule shall not be exceeded by Engineer without the prior written approval of Town. If the Designer's Services are not completed within the time provided by the agreed upon performance schedule, or any milestones established therein, it is understood, acknowledged and agreed that the Town will suffer damage for which the Engineer will be responsible pursuant to the indemnification provision of this Agreement.
4 38072.00001\34493169.1

3.7.4. Excusable Delays. Any delays in Designer's work caused by the following shall be added to the time for completion of any obligations of Designer: (1) the actions of Town or its employees; (2) the actions of those in direct contractual relationship with Town; (3) the actions of any governmental agency having jurisdiction over the Project; (4) the actions of any parties not within the reasonable control of the Designer; and (5) any act of God or other unforeseen occurrence not due to any fault or negligence on the part of Designer. Neither the Town nor the Engineer shall be liable for damages, liquidated or otherwise, to the other on account of such delays.

3.7.5. Request for Excusable Delay Credit. The Engineer shall, within fifteen (15) calendar days of the beginning of any excusable delay, notify the Town in writing of the causes of delay (unless Town grants in writing a further period of time to file such notice prior to the date of final payment under the Agreement). Town will then ascertain the facts and the extent of the delay, and grant an extension of time for completing the Services when, in its sole judgment, the findings of fact justify such an extension. The Town's findings of fact thereon shall be final and conclusive on the parties. Extensions of time shall apply only to that portion of the Services affected by the delay and shall not apply to other portions of the Services not so affected. The sole remedy of Engineer for extensions of time shall be an extension of the performance time at no cost to the Town.

If Additional Services are required as a result of an excusable delay, the parties shall mutually agree thereto pursuant to the Additional Services provision of this Agreement.

Should Engineer make an application for an extension of time, Engineer shall submit evidence that the insurance policies required by this Agreement remain in effect during the requested additional period of time.

3.8. Additional Engineer Services.

3.8.1. Request for Services. At Town's request, Engineer may be asked to perform services not otherwise included in this Agreement, not included within the basic services listed in Exhibit "A" attached hereto, and/or not customarily furnished in accordance with generally accepted engineering practice.

3.8.2. Definition. As used herein, "Additional Services" mean: (1) any work which is determined by Town to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary for the Engineer to perform at the execution of this Agreement; or (2) any work listed as Additional Services in Exhibit "A" attached hereto. Engineer shall not perform, nor be compensated for, Additional Services without prior written authorization from Town and without an agreement between the Town and Engineer as to the compensation to be paid for such services. Town shall pay Engineer for any approved Additional Services, pursuant to the compensation provisions herein, so long as such services are not made necessary through the fault of Engineer pursuant to the indemnification provision of this Agreement.

3.8.3. Examples of Additional Services. Such Additional Services shall not include any reengineering or revisions to drawings, specifications or other documents when such revisions are necessary in order to bring such documents into compliance with applicable laws, rules, regulations or codes of which Engineer was aware or should have been aware pursuant to the laws and regulations provision of this Agreement above.

Such Additional Services may include, but shall not be limited to:
(a) Separately Bid Portions of Project. Plan preparation and/or administration of work on portions of the Project separately bid. (b)
38072.00001\34493169.1
Furniture and Interior Design. Assistance to Town, if requested, for 5 the selection of moveable furniture, equipment or articles which are not included in the Construction Documents.
(c) Fault of Contractor. Services caused by delinquency, default or insolvency of contractor, or by major defects in the work of the contractor, provided that any such services made necessary by the failure of Engineer to detect and report such matters when it reasonably should have done so shall not be compensated. (d) Inconsistent Approvals or Instructions. Revisions in drawings, specifications or other documents when such revisions are inconsistent with written approvals or instructions previously given and are due to causes beyond the control of Designer.
(e) Legal Proceedings. Serving as an expert witness on Town's behalf or attending legal proceedings to which the Engineer is not a party. (f) Damage Repair. Supervision of repair of damages to any structure. (g) Extra Environmental Services. Additional work required for environmental conditions (e.g. asbestos or site conditions) not already contemplated within the Designer's services for the Project.

3.9. Town Responsibilities. Town's responsibilities shall include the following:

3.9.1. Data and Information. Town shall make available to Engineer all necessary data and information concerning the purpose and requirements of the Project, including scheduling and budget limitations, objectives, constraints and criteria. As part of the budget limitation information, the Town shall provide the Engineer with a preliminary construction budget ("Town's Preliminary Construction Budget").

3.9.2. Project Survey. If required pursuant to the scope of the Project and if requested by Designer, Town shall furnish Engineer with, or direct Engineer to procure at Town's expense, a survey of the Project site prepared by a registered surveyor or civil engineer, any other record documents which shall indicate existing structures, land features, improvements, sewer, water, gas, electrical and utility lines, topographical information and boundary dimensions of the site, and any other such pertinent information.

3.9.3. Bid Phase. Distribute Construction Documents to bidders and conduct the opening and review of bids for the Project.

3.9.4. Testing. Retain consultant(s) to conduct chemical, mechanical, soils, geological or other tests required for proper engineering of the Project, and furnish such surveys, borings, test pits, and other tests as may be necessary to reveal conditions of the site which must be known to determine soil condition or to ensure the proper development of the required drawings and specifications.

3.9.5. Required Inspections and Tests. Retain consultant(s) to conduct materials testing and inspection or environmental/hazardous materials testing and inspection pursuant to any applicable laws, rules or regulations.

3.9.6. Fees of Reviewing or Licensing Agencies. Directly pay or reimburse the payment of all fees required by any reviewing or licensing agency, or other agency having approval jurisdiction over the Project.
6 38072.00001\34493169. l

3.9.7. Town's Representative. The Town hereby designates the Town Manager, or his or her designee, to act as its representative for the performance of this Agreement ("Town's Representative"). Town's Representative shall have the power to act on behalf of the Town for all purposes under this Agreement. The Town Manager hereby designates Jonathon Goldman, PE, Interim Public Works Director, or his or her designee, as the Town's contact for the implementation of the Services hereunder. Engineer shall not accept direction or orders from any person other than the Town's Representative or his or her designee.

3.9.8. Review and Approved Documents. Review all documents submitted by Designer, including change orders and other matters requiring approval by the Town Council or other officials. Town shall advise Engineer of decisions pertaining to such documents within a reasonable time after submission, so as not to cause unreasonable delay as provided in the excusable delay provisions of this Agreement above.

3.10. Compensation.

3.10.1. Designer's Compensation for Basic Services._ Town shall pay to Designer, for the performance of all Services rendered under this Agreement, the total not to exceed amount of Eighteen Thousand Seven Hundred and Twenty Dollars ($18,720)("Total Compensation"). This Total Compensation amount shall be based upon, and may be adjusted according to, the fee schedule and related terms and conditions attached hereto as Exhibit "B" and incorporated herein by reference. The Total Compensation, as may be adjusted upon mutual agreement, shall constitute complete and adequate payment for Services under this Agreement.

3.10.2. Payment for Additional Services. At any time during the term of this Agreement, Town may request that Engineer perform Additional Services. As used herein, Additional Services means any work which is determined by Town 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. Any additional work in excess of this amount must be approved by the Town. If authorized, such Additional Services will be compensated at the rates and in the manner set forth in Exhibit "C" attached hereto and incorporated herein by reference, unless a flat rate or some other form of compensation is mutually agreed upon by the parties. If Town requires Engineer to hire consultants to perform any Additional Services, Engineer shall be compensated therefore at the rates and in the manner set forth in Exhibit "C" attached hereto and incorporated herein by reference, unless a flat rate or some other form of compensation is mutually agreed upon by the parties. Town shall have the authority to review and approve the rates of any such consultants. In addition, Engineer shall be reimbursed for any expenses incurred by such consultants pursuant to the terms and conditions of Section 3.10.3.

3.10.3. Reimbursable Expenses. Reimbursable expenses are in addition to compensation for the Services and Additional Services. Engineer shall not be reimbursed for any expenses unless authorized in writing by Town, which approval may be evidenced by inclusion in Exhibit "C" attached hereto. Such reimbursable expenses shall include only those expenses which are reasonably and necessarily incurred by Engineer in the interest of the Project. Engineer shall be required to acquire prior written consent in order to obtain reimbursement for the following: (1) extraordinary transportation expenses incurred in connection with the Project; (2) out-of-town travel expenses incurred in connection with the Project; (3) fees paid for securing approval of authorities having jurisdiction over the Project; (4) bid document duplication costs in excess of $1,000.00; and (5) other costs, fees and expenses in excess of $1,000.00. 7 38072.00001\34493169. l

3.10.4. Payment to Designer. Designer's compensation and reimbursable expenses shall be paid by Town to Engineer no more often than monthly. Such periodic payments shall be made based upon the percentage of work completed, and in accordance with the phasing and funding schedule provided in Exhibit "B" and the compensation rates indicated in Exhibit "C" attached hereto and incorporated herein by reference. In order to receive payment, Engineer shall present to Town an itemized statement which indicates Services performed, percentage of Services completed, method for computing the amount payable, and the amount to be paid. The statement 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 statement, as well as those expenses for which reimbursement is requested for that statement period. The amount paid to Engineer shall never exceed the percentage amounts authorized by the phasing and funding schedule located in Exhibit "B" attached hereto. Town shall, within thirty (30) days of receiving such statement, review the statement and pay all approved charges thereon pursuant to the provisions of Civil Code Section 3320. Disputed amounts shall be resolved by the parties in a mutually agreeable manner.

Payments made for Additional Services shall be made in installments, not more often than monthly, proportionate to the degree of completion of such services or in such other manner as the parties shall specify when such services are agreed upon, and in accordance with any authorized fee or rate schedule. In order to receive payment, Engineer shall present to Town an itemized statement which indicates the Additional Services performed, percentage of Additional Services completed, method for computing the amount payable, and the amount to be paid. The statement shall describe the amount of Additional Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. Town shall, within thirty (30) days of receiving such statement, review the statement and pay all approved charges thereon pursuant to the provisions of Civil Code Section 3320.

Disputed amounts shall be resolved by the parties in a mutually agreeable manner.

Upon cancellation or termination of this Agreement, Engineer shall be compensated as set forth in the termination provision herein.

3.10.5. Withholding Payment to Designer. The Town may withhold payment, in whole or in part, to the extent reasonably necessary to protect the Town from claims, demands, causes of action, costs, expenses, liabilities, losses, damages, or injuries of any kind to the extent arising out of or caused by the negligence, recklessness, or willful misconduct protected under the indemnification provisions of this Agreement. Failure by Town to deduct any sums from a progress payment shall not constitute a waiver of the Town's right to such sums. The Town may keep any moneys which would otherwise be payable at any time hereunder and apply the same, or so much as may be necessary therefor, to the payment of any expenses, losses, or damages as determined by the Town, incurred by the Town for which Engineer is liable under the Agreement or state law.

Payments to the Engineer for compensation and reimbursable expenses due shall not be contingent on the construction, completion or ultimate success of the Project. Payment to the Engineer shall not be withheld, postponed, or made contingent upon receipt by the Town of offsetting reimbursement or credit from parties not within the Designer's reasonable control.

3.10.6. Prevailing Wages. Engineer is aware of the requirements of California Labor Code Sections 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 certain 8 38072.0000 l \34493169.1
"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, Engineer agrees to fully comply with and to require its consultants to fully comply with such Prevailing Wage Laws. Town shall provide Engineer with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Engineer 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 Designer's principal place of business and at the Project site. Engineer shall defend, indemnify and hold the Town, its officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure of the Engineer or its consultants to comply with the Prevailing Wage Laws. It shall be mandatory upon the Engineer and all subconsultants to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1 ). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771 .4.

3.10.7. Registration. If the Services are being performed as part of an applicable "public works" or "maintenance" project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Engineer and all subconsultants performing such Services must be registered with the Department of Industrial Relations. Engineer shall maintain registration for the duration of the Project and require the same of any subconsultants, as applicable.

Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

3.10.8. Labor Compliance. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Designer's sole responsibility to comply with all applicable registration and labor compliance requirements. Any stop orders issued by the Department of Industrial Relations against Engineer or any subcontractor that affect Designer's performance of Services, including any delay, shall be Designer's sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Engineer caused delay and shall not be compensable by the Town. Engineer shall defend, indemnify and hold the Town, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Engineer or any subcontractor.

3.11. Notice to Proceed.

Engineer shall not proceed with performance of any Services under this Agreement unless and until the Ton provides a written notice to proceed.

3.12. Termination, Suspension and Abandonment.

3.12.1. Grounds for Termination: Designer's Termination for Cause . Town hereby reserves the right to suspend or abandon, at any time and for any reason, all or any portion of the Project and the construction work thereon, or to terminate this Agreement at 9 38072.00001\34493169.1
any time with or without cause. Engineer shall be provided with at least seven (7) days advanced written notice of such suspension, abandonment or termination. In the event of such suspension, abandonment or termination, Engineer shall be paid for Services and reimbursable expenses rendered up to the date of such suspension, abandonment or termination, pursuant to the schedule of payments provided for in this Agreement, less any claims against or damages suffered by Town as a result of the default, if any, by Designer. Engineer hereby expressly waives any and all claims for damages or compensation arising under this Agreement, except as set forth herein, in the event of such suspension, abandonment or termination. Engineer may terminate this Agreement for substantial breach of performance by the Town such as failure to make payment to Engineer as provided in this Agreement.

3.12.2. Town's Suspension of Work . .,_
If Designer's Services are suspended by Town, Town may require Engineer to resume such Services within ninety (90) days after written notice from Town. When the Project is resumed, the Total Compensation and schedule of Services shall be equitably adjusted upon mutual agreement of the Town and Designer.

3.12.3. Documents and Other Data. Upon suspension, abandonment or termination, Engineer shall provide to Town all preliminary studies, sketches, working drawings, specifications, computations, and all other Project Documents, as defined below, to which Town would have been entitled at the completion of Designer's Services under this Agreement. Upon payment of the amount required to be paid to Engineer pursuant to the termination provisions of this Agreement, Town shall have the rights, as provided in this Agreement hereinafter, to use such Project Documents prepared by or on behalf of Engineer under this Agreement. Engineer shall make such documents available to Town upon request and without additional compensation other than as may be approved as a reimbursable expense.

3.12.4. Employment of other Designers. In the event this Agreement is terminated in whole or in part as provided herein, Town may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.13. Ownership and Use of Documents; Confidentiality.

3.13.1. Ownership. All plans, specifications, original or reproducible transparencies of working drawings and master plans, preliminary sketches, engineering presentation drawings, structural computations, estimates and any other documents prepared pursuant to this Agreement, including, but not limited to, any other works of authorship fixed in any tangible medium of expression such as writings, physical drawings and data magnetically or otherwise recorded on computer diskettes (hereinafter referred to as the "Project Documents") shall be and remain the property of Town. Although the official copyright in all Project Documents shall remain with the Engineer or other applicable subcontractors or consultants, the Project Documents shall be the property of Town whether or not the work for which they were made is executed or completed. Within thirty (30) calendar days following completion of the Project, Engineer shall provide to Town copies of all Project Documents required by Town. In addition, Engineer shall retain copies of all Project Documents on file for a minimum of fifteen (15) years following completion of the Project, and shall make copies available to Town upon the payment of reasonable duplication costs. Before destroying the Project Documents following this retention period, Engineer shall make a reasonable effort to notify Town and provide Town with the opportunity to obtain the documents. Notwithstanding the foregoing, Town 10 38072.00001 \34493169.1
acknowledges that Engineer will use the StreetSaver database in connection with the work on the Project and Engineer makes no representations or warranties regarding Town's continued use of the program to access engineering materials which is subject to the terms and conditions of the StreetSaver program.

3.13.2. Right to Use. Engineer grants to Town the right to use and reuse all or part of the Project Documents, at Town's sole discretion and with no additional compensation to Designer, for the following purposes:
(a) The construction of all or part of this Project.
(b) The repair, renovation, modernization, replacement, reconstruction or expansion of this Project at any time;
(c) The construction of another project by or on behalf of the Town for its ownership and use;
Town is not bound by this Agreement to employ the services of Engineer in the event such documents are used or reused for these purposes. Town shall be able to use or reuse the Project Documents for these purposes without risk of liability to the Engineer or third parties with respect to the condition of the Project Documents, and the use or reuse of the Project Documents for these purposes shall not be construed or interpreted to waive or limit Town's right to recover for latent defects or for errors or omissions of the Designer.

Any use or reuse by Town of the Project Documents on any project other than this Project without employing the services of Engineer shall be at Town's own risk with respect to third parties. If Town uses or reuses the Project Documents on any project other than this Project, it shall remove the Designer's seal from the Project Documents and hold harmless Engineer and its officers, directors, agents and employees from claims arising out of the negligent use or re-use of the Project Documents on such other project.

3.13.3. License. This Agreement creates a non-exclusive and perpetual license for Town to copy, use, modify or reuse any and all Project Documents and any intellectual property rights therein. Engineer shall require any and all subcontractors and consultants to agree in writing that Town is granted a non-exclusive and perpetual license for the work of such subcontractors or consultants performed pursuant to this Agreement.

3.13.4. Right to License. Engineer represents and warrants that Engineer has the legal right to license any and all copyrights, designs and other intellectual property embodied in the Project Documents that Engineer prepares or causes to be prepared pursuant to this Agreement. Engineer shall indemnify and hold Town harmless pursuant to the indemnification provisions of this Agreement for any breach of this Section. Engineer makes no such representation and warranty in regard to previously prepared designs, plans, specifications, studies, drawings, estimates or other documents that were prepared by engineering professionals other than Engineer and provided to Engineer by Town.

3.13.5. Confidentiality. All Project Documents, either created by or provided to Engineer in connection with the performance of this Agreement, shall be held confidential by Engineer to the extent they are not subject to disclosure pursuant to the Public Records Act. All Project Documents shall not, without the written consent of Town, be used or reproduced by Engineer for any purposes other than the performance of the Services. Engineer shall not disclose, cause or facilitate the disclosure of the Project 11 38072.00001\34493169.1
Documents to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Engineer which is otherwise known to Engineer or is generally known, or has become known, to the related industry shall be deemed confidential. Engineer shall not use Town'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 written consent of Town.

3.14. Indemnification.

3.14.1. To the fullest extent permitted by law, Engineer shall defend (with counsel of Town's choosing), indemnify and hold the Town, 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 Designer, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Designer'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. Designer's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Designer, the Town, its officials, officers, employees, agents, or volunteers.

3.14.2. If Designer's obligation to defend, indemnify, and/or hold harmless arises out of Designer's performance of "design professional" services (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, Designer'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 Designer, and, upon Engineer obtaining a final adjudication by a court of competent jurisdiction, Designer's liability for such claim, including the cost to defend, shall not exceed the Designer's proportionate percentage of fault.

3.15. Insurance. Engineer shall not commence work under this Agreement until it has provided evidence satisfactory to the Town that it has secured all insurance required under Exhibit "D" (Insurance Requirements), attached hereto and incorporated herein by this reference. In addition, Engineer shall not allow any subconsultant to commence work on any subcontract until it has provided evidence satisfactory to the Town that the subconsultant has secured all insurance required therein.

3.16. Records.

Engineer shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable.

Engineer shall allow a representative of Town during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Engineer shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of five (5) years from the date of final payment under this Agreement.

3.17. Standardized Manufactured Items.

Engineer shall cooperate and consult with Town in the use and selection of manufactured items on the Project, including but not limited to, paint, hardware, plumbing, mechanical 12 38072.0000 I \34493169.1
and electrical equipment, fixtures, roofing materials and floor coverings. All such manufactured items shall be standardized to Town's criteria to the extent such criteria do not interfere with building design.

3.18. Limitation of Agreement.

This Agreement is limited to and includes only the work included in the Project described herein. Any additional or subsequent construction at the site of the Project, or at any other Town site, will be covered by, and be the subject of, a separate agreement for engineering services between Town and the Engineer chosen therefor by Town.

3.19. Mediation.

Disputes arising from this Agreement may be submitted to mediation if mutually agreeable to the parties hereto. The type and process of mediation to be utilized shall be subject to the mutual agreement of the parties.

3.20. Successors and Assigns.

This Agreement shall be binding upon and shall inure to the benefit of the successors in interest, executors, administrators and assigns of each party to this Agreement. However, Engineer shall not assign or transfer by operation of law or otherwise any or all of its rights, burdens, duties or obligations without the prior written consent of Town. Any attempted assignment without such consent shall be invalid and void.

3.21. Asbestos Certification.

Engineer shall certify to Town, in writing and under penalty of perjury, that to the best of its knowledge, information and belief no asbestos-containing material or other material deemed to be hazardous by the state or federal government was specified as a building material in any construction document that the Engineer prepares for the Project.

Engineer shall require all consultants who prepare any other documents for the Project to submit the same written certification. Engineer shall also assist the Town in ensuring that contractors provide Town with certification, in writing and under penalty of perjury, that to the best of their knowledge, information and belief no material furnished, installed or incorporated into the Project contains asbestos or any other material deemed to be hazardous by the state or federal government. These certifications shall be part of the final Project submittal. Engineer shall include statements in its specifications that materials containing asbestos or any other material deemed to be hazardous by the state or federal government are not to be included.

3.22. No Third Party Rights.

This Agreement shall not create any rights in, or inure to the benefits of, any third party except as expressly provided herein.

3.23. Governing Law.

This Agreement shall be construed in accordance with, and governed by, the laws of the State of California. Venue shall be in Marin County.
13 38072.00001\34493169.1

3.24. Exhibits and Recitals.

All exhibits and recitals contained herein and attached hereto are material parts of this Agreement and are incorporated as if fully set forth.

3.25. Severability.

Should any provision in the Agreement be held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remaining provisions shall continue in full force and effect.

3.26. Non-Waiver.

None of the provisions of this Agreement shall be considered waived by either party, unless such waiver is specifically specified in writing.

3.27. Safety.

Engineer shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Engineer 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 its employees, consultant and subcontractors appropriate to the nature of the work and the conditions under which the work is to be performed.

3.28. Harassment Policy.

Engineer shall provide a copy of the Town's Harassment Policy to each of its employees assigned to perform the tasks under this Agreement. Engineer shall submit to the Town's Personnel Manager a statement signed by each of its employees who are assigned to perform the Services under this Agreement certifying receipt of Town's Harassment Policy and certifying that they have read the Harassment Policy. A finding by the Town that any of Designer's employees has harassed a Town employee shall be grounds for appropriate discipline, up to and including such employee's removal from performance of this Agreement at Town's request.

3.29. 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:

TOWN: DESIGNER:

Town of Fairfax PAVEMENT ENGINEERING, INC.
142 Solinas Rd. 3485 Sacramento Drive
Fairfax, California 94930 San Luis Obispo, CA 93401
Attn: Michele Gardner, Town Clerk Attn: Joseph Ririe
Such notice shall be deemed made when personally delivered or when mailed, fortyeight (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. 14 38072.0000 !\34493169. l

3.30. Time of Essence.

Time is of the essence for each and every provision of this Agreement.

3.31. Town's Right to Employ Other Consultants.

Town reserves right to employ other consultants, including designers, in connection with this Project or other projects.

3.32. Prohibited Interests.

3.32.1. Solicitation. Engineer maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Designer, to solicit or secure this Agreement. Further, Engineer 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 Designer, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement.

For breach or violation of this warranty, Town shall have the right to rescind this Agreement without liability.

3.32.2. Conflict of Interest. For the term of this Agreement, no director, official, officer or employee of Town, during the term of his or her service with Town, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.33. Equal Opportunity Employment.

Engineer represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or any other classification protected by federal or state law. 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. Engineer shall also comply with all relevant provisions of Town's minority business enterprise program, affirmative action plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.34. Labor Certification.

By its signature hereunder, Engineer 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.

3.35. Subcontracting.

As specified in this Agreement, Engineer shall not subcontract any portion of the Services required by this Agreement, except as expressly stated herein, without prior written approval of Town. Subcontracts, if any, shall contain a provision making them subject to each and every provision of this Agreement.
15 38072.00001\34493169.1

3.36. Supplemental Conditions.

Any supplemental conditions shall be attached as an exhibit to this Agreement, and that exhibit shall be incorporated herein by reference.

3.37. Entire Agreement.

This Agreement, with its exhibits, contains the entire agreement of the parties hereto, and supersedes any and all other prior or contemporaneous negotiations, understandings and oral or written agreements between the parties hereto. Each party acknowledges that no representations, inducements, promises or agreements have been made by any person which are not incorporated herein, and that any other agreements shall be void.

Furthermore, any modification of this Agreement shall only be effective if in writing signed by all parties hereto.
[SIGNATURES ON FOLLOWING PAGE]
16 38072.00001\34493169.l

SIGNATURE PAGE FOR ENGINEERING SERVICES

AGREEMENT BETWEEN THE TOWN OF FAIRFAX
AND PAVEMENT ENGINEERING, INC.

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first written above.

TOWN OF FAIRFAX
Town Manager
Date
PAVE
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NGIN,E VING INC, a California corporation
Joseph L:. R --J
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Signature
2\1\ \ 2/L
Date
Approved As To Form:

Janet Coleson, Town Attorney
Signature
Date
17 38072.00001\34493169. l
EXHIBIT "A"

ENGINEER'S SCOPE OF SERVICES

1. GENERAL REQUIREMENTS.

1.1. Basic Services. Engineer agrees to perform all the necessary professional design, engineering (e.g. mechanical, electrical, plumbing, structural, site engineering, and any other necessary engineering services mutually agreeable to the parties) to complete the services described in section 1.5 below.

1.2. Exclusions from Basic Services. Notwithstanding anything to the contrary herein, the following services shall be excluded from the basic services listed above: civil engineering, landscape architectural, soils engineering, geotechnical services, hazardous waste or toxic substances engineering, water flow analysis, ADA compliance and any other services not directly related to the Services included in the attached PEI proposal attached hereto as Exhibit "C".

1.3. Additional Services. Engineer shall perform the following Additional Services for the Project: N/A.

1.4. Communication with Town. Engineer shall participate in consultations and conferences with authorized representatives of Town and/or other local, regional, or state agencies concerned with the Project, which may be necessary for the completion of the Project or the development of the drawings, specifications and documents in accordance with the applicable standards and requirements of law and the Town. Such consultations and conferences shall continue throughout the planning and construction of the Project and the contractor's warranty period. Engineer shall take direction only from the Town's Representative, or any other representative specifically designated by the Town for this Project, including any construction manager hired by the Town.

1.5. Narrative
Engineer's scope of work will be to develop project street lists to maintain and improve the Town's maintained road system. Engineer's work will include working with the Town's StreetSaver® database and visually confirming treatments. Engineer's has assisted in the development of many multi-year pavement expenditure plans and understands that plan development is a dynamic process based on pavement needs, budget constraints, scheduled utility projects and public expectations. The effectiveness of the expenditure plan also depends on staff input. For this reason, Engineer will be working closely with Town staff throughout the process to capture their input and direction. The following tasks are intended to provide an outline of the process required to develop and recommend accurate project street lists. Public input, utility schedules and other unknowns could cause the tasks to be modified.

Phase 1 - Field Review and Staff Coordination
During discussions, the Town has expressed concern about the accuracy of the most recent PMP update submitted to the Town in December 2019. The field review will allow Designer's engineers to visually observe the existing pavement conditions and identify the next needed repair. Using an engineer with years of roadway design and construction experience to do the review will assist us to pick up more than just the visual conditions, we will be able to observe and note where additional work may be needed to address localized failures or drainage issues not picked up during a standard 18 38072.0000 l\34493169. l
PMP update.

The following items will be visually reviewed during our field review:

A. Confirmation of Pavement Treatment
During Engineer's review, Engineer's engineers will visually evaluate the pavement condition of each of the Town's maintained streets. Engineer will compare Engineer's recommended action to the reported PMP action. The purpose of the review is to visually confirm the next needed treatment and potential timing.

B. Identify Needed Drainage Repairs
Engineer's engineers will attempt to identify obvious areas where water drainage may be affecting pavement performance. Our assessment will be based on visual observations from the field such as scoured or overly oxidized pavement, base failures or evidence of underground seepage. Since drainage plays a major role in the longevity of asphalt pavement the needed repairs should be done prior to or part of the pavement repair project. Identifying these problems, quantifying and adding the needed repair and associated costs to the pavement plan will help the plans accuracy.

Included in Engineer's visual field review will be documenting any observed subsidence issues. As part of this task, Engineer will meet with Town staff to review and hear from them about current or ongoing pavement and drainage problems that should be considered. Engineer will also work with the Town and interact with utility companies in an effort to conform their upcoming improvement projects with the identified pavement needs of the Town.

From this information, accurate treatments can be selected and accurate budgets can be developed. Engineer will summarize our findings into a spreadsheet that can be used as a reference during the subsequent tasks.

Phase 2 -Analysis. Recommendations and Report
As part of our work, Engineer will perform a review of the decision tree information in the Town's StreetSaver database. The purpose of this task to utilize the powerful tools contained in the program to assist in the prioritization of street repairs and project selection. As part of this task, Engineer anticipates running various scenarios to gauge the effectiveness of the developed strategies.

Engineer will combine the field information with the analysis to develop recommended pavement maintenance and rehabilitation projects for the Town's consideration. Engineer will blend the analysis, field review, utility schedules and pavement goals of the Town with our knowledge of pavement maintenance and rehabilitation to develop an expenditure plan specific to the Town's needs. Engineer anticipates the plan will consist of road lists, associated treatments and costs for each road in each plan year. Engineer will provide a report that summarizes our findings and documents the proposed multiyear pavement maintenance and rehabilitation expenditure plan.

Phase 3 -Council Presentation
At the Town's request, Engineer will prepare and present its findings and recommendations at a Town Council Meeting.
19 38072.00001\34493169.1
Exclusions from the Scope of Work
Field testing such as coring and deflection testing, utility locating or potholing, documenting
ADA compliance, performing in depth drainage analysis or preparing construction documents (plans and specifications) are not included in our scope of work. 20 3807200001134493169. l
EXHIBIT "B"

FEE AND PHASING/FUNDING SCHEDULES

1. FEE SCHEDULE.

Engineer will invoice Town on a monthly cycle as set forth in Exhibit "C". Engineer will include with each invoice a detailed progress report that indicates the amount of budget spent on each phase and the total amount spent against the Total Compensation. Engineer will inform Town regarding any out-of-scope work being performed by Engineer for which Engineer intends to seek compensation from Town.
21 38072.00001134493169. l
EXHIBIT "C"

ENGINEER PROPOSAL AND COMPENSATION RATES AND

REIMBURSABLE EXPENSES
Estimates set forth above shall not be exceeded without the prior written approval of Town for good cause shown.
22 38072.0000 l\34493169. l
EXHIBIT "D"

INSURANCE REQUIREMENTS
Please refer to the insurance requirements listed below. Those that have an "X" indicated in the space before the requirement apply to Engineering Services Agreement.

Engineer shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Designer, its agents, representatives, employees or subcontractors.

Engineer shall provide its insurance broker(s)/agent(s) with a copy of these requirements and request that they provide Certificates of Insurance complete with copies of all required endorsements.

Engineer shall furnish Town with copies of original endorsements affecting coverage required by this Exhibit D. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements and certificates are to be received and approved by Town before work commences. Town has the right to require Designer's insurer to provide complete, certified copies of all required insurance policies, including endorsements affecting the coverage required by these specifications.

Commercial General Liability (CGL):

X,_Coverage at least as broad as Insurance Services Office ("ISO") Form CG 00 01 covering CGL on an "occurrence" basis, including products and completed operations, property damage, bodily injury and personal and advertising injury with limits no less than $2,000,000.00 per occurrence.

If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

Automobile Liability:

X Coverage at least as broad as ISO Form Number CA 0001 covering, Code 1 (any auto), of if Engineer has no owned autos, Code 8 (hired) and 9 (non-owned), with limits no less than $1,000,000.00 combined single limit for bodily injury and property damage.

Professional Liability (Errors and Omissions):

X Insurance appropriates to the Designer's profession, with limit no less than $1,000,000.00 per occurrence or claim, $2,000,000.00 aggregate.

Workers' Compensation Insurance:

X..lnsurance as required by the State of California, with Statutory Limits, and Employer's Liability Insurance with limit of no less than $1,000,000.00 per accident for bodily injury or disease. (Not required if Engineer provides written verification it has no employees) The Employer's Liability policy shall be endorsed to waive any right of subrogation as respects the Town, its elected and appointed officials, officers, attorneys, agents, and employees.

Other Insurance Provisions:
23 38072.00001\34493169.1
The insurance policies are to contain, or be endorsed to contain the following provisions:

X Additional Insured Status and Primary/Non-Contributory Language:

Designer's general liability and automobile liability policies shall be primary and shall not seek contribution from the Town's coverage and be endorsed to add the Town and its officers, officials, employees, and agents as additional insureds under such policies using Insurance Services Office form CG 20 10 ( or equivalent) on the general liability policy. For construction projects, an endorsement providing completed operations coverage for the additional insured on the general liability policy, ISO form CG 20 37 (or equivalent), is also required.

The limits of insurance required in this Agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of Town (if agreed to in a written contract or agreement) before the Town's own insurance or self-insurance shall be called upon to protect it as a named insured.
i Notice of Cancellation, Suspension or Otherwise Voiding Policies:

Each insurance policy required above shall contain or be endorsed to contain that coverage shall not be suspended, voided, canceled or reduced in coverage or in limits except with thirty (30) days' prior written notice by certified mail, return receipt requested to the Town. i Waiver of Subrogation:

Engineer hereby grants to Town a waiver of any right to subrogation which any insurer of said Engineer may acquire against the Town by virtue of the payment of any loss under such insurance. Engineer agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the Town has received a waiver of subrogation endorsement from the insurer. The Workers' Compensation Policy shall be endorsed with a waiver of subrogation in favor of the Town for all work performed by Designer, its employees, agents and subcontractors.

THE FOLLOWING PROVISIONS APPLY TO ALL AGREEMENTS
Deductibles and Self-Insured Retentions ("SIR"):

Any deductibles or self-insured retentions must be declared to and approved by Town. The Town may require the Engineer to purchase coverage with a lower deductible or retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. At the option of the Town, either (1) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Town, its elected and appointed officials, officers, attorneys, agents, and employees; or (2) the Engineer shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

All SIRs must be disclosed to Risk Management for approval and shall not reduce the limits of liability.

Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or the Town.
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Town reserves the right to obtain a full-certified copy of any insurance policy and endorsements.

Failure to exercise this right shall not constitute a waiver of right to exercise later.

Acceptability of Insurers:

Insurance is to be placed with insurers with a current A.M. Best's rating of no less than A-:VII, unless otherwise acceptable to Town.

Claims Made Policies:

1. Insurance must be maintained, and evidence of insurance must be provided for at least five (5) years after completion of contract of work.

2. If coverage is canceled or non-renewed, and not replaced with another claimsmade policy form with a Retroactive Date prior to the contract effective date, the Engineer must purchase "extended reporting" coverage for a minimum of five (5) years after completion of work.

3. A copy of the claims reporting requirements must be submitted to the Town for review.

4. If the services involve lead-based paint or asbestos identification/remediation, the Designer's Pollution Liability Policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Designer's Pollution Liability Policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Subcontractors:

Engineer shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Engineer shall ensure that Town is an additional insured on insurance required from subcontractors.

Subcontractor agrees to be bound to Engineer and Town in the same manner and to the same extent as Engineer is bound to Town under this Agreement and any other contract documents.

Subcontractor further agrees to include the same requirements and provisions of this Agreement, including the indemnity and insurance requirements, with any sub-subcontractor to the extent they apply to the scope of the sub-subcontractor's work. A copy of the Town indemnity and insurance provisions will be furnished to the subcontractor upon request.

Verification of Coverage:

Engineer shall furnish the Town with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by this clause. All certificates and endorsements are to be received and approved by the Town before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Designer's obligation to provide them. The Town reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Special Risks or Circumstances
Town reserves the right to modify these requirements, including limits, based on the nature of 25 38072.00001\34493169.1
the risk, prior experience, insurer, coverage or other special circumstances.

Failure to Comply:

Each insurance policy required above shall contain or be endorsed to contain that any failure to comply with reporting provisions of the policies shall not affect coverage provided to the Town, its elected and appointed officials, officers, attorneys, agents, and employees.

Applicability of Coverage:

Each insurance policy required above shall contain or be endorsed to contain that the Designer's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 26 38072.0000l\34493169.1