Agenda packet — San Carlos City Council, April 14, 2025 (part 1 of 2)

CITY OF SAN CARLOS
City Council/Successor Agency to the
Redevelopment Agency/Housing Authority
Regular Meeting
April 14, 2025 7:00 PM
Council Chambers, City Hall
600 Elm Street, San Carlos, CA 94070
www.cityofsancarlos.org
AGENDA
This meeting will be conducted both inperson at City Hall and virtually via Zoom. Members of the public will have the option to observe the meeting and address the City Council as outlined below.

InPerson Participation:

Location. City Hall – 600 Elm Street, Council Chambers.

Masks are no longer required, but are still recommended by the California Department of Health. To maintain public health and safety, please do not attend in person if you are experiencing respiratory symptoms (e.g. cough, runny nose, and/or sore throat).

Provide Public Comment. To address the City Council on any item on the posted agenda, fill out a Request to Speak Form located in the back of the Council Chambers and submit it to the City Clerk; or, you may raise your hand when the Mayor calls for public comments.

Remote Participation:

Observe via: Zoom. https://us02web.zoom.us/j/88256140939; or call 16699009128 and enter the Meeting ID #: 882 5614 0939 Meeting Webportal. www.cityofsancarlos.org/agenda Local TV. Comcast Channel 27 and AT&T Uverse Channel 99 Provide Public Comment. If you plan to make a public comment on any item on the posted agenda, please observe the meeting via Zoom (see above access information), and during the public comment period for the agenda item you wish to address, use the “raise hand” feature. If joining Zoom by phone, press *9 to “raise hand”.

Councilmembers may participate in this meeting remotely pursuant to Assembly Bill 2449.

MAYOR: Sara McDowell
COUNCIL: John Dugan, Neil Layton, Adam Rak, Pranita Venkatesh

1. CALL TO ORDER

2. ASSEMBLY BILL 2449 TELECONFERENCE REQUESTS

3. PLEDGE OF ALLEGIANCE

4. CHANGES TO THE ORDER OF THE AGENDA

5. COUNCIL COMMUNICATIONS AND ANNOUNCEMENTS
Council Communications and Announcements are brief items from members of the City Council regarding upcoming events in the community and correspondence that they have received. They are informational in nature and no action will be taken on these items at this meeting.

6. PUBLIC COMMENT
Persons wishing to address the City Council on Matters NOT on the posted agenda may do so. Each speaker is limited to two minutes.

If the item you are speaking on is not listed on the agenda, please be advised that the City Council may briefly respond to statements made or questions posed as allowed under the Brown Act (Government Code Section 54954.2). The City Council's general policy is to refer items to staff for attention, or have a matter placed on a future City Council agenda for a more comprehensive action or report and formal public discussion and input at that time.

7. CONSENT CALENDAR
a. Motion to Waive Reading of All Ordinances.
b. Approve the City Council February 24, 2025 Regular Meeting Minutes. c. Approve the City Council March 10, 2025 Special Meeting Minutes. d. Accept the Quarterly Reports from City Commissions and Boards. e. Adopt a Resolution Appropriating $51,000 from the General Capital Fund (Fund 25) Unassigned Fund Balance to the Midblock Crossing Project at 1650 Industrial Road C1807; Authorizing the City Manager to Execute an Amendment to the Agreement with Terocons Inc. in the Amount of $278,890.95; and Authorizing the Expenditure of Contingency in the NottoExceed Amount of $9,649.05. f. Adopt a Resolution Authorizing the City Manager to Execute an Amendment to the Professional Services Agreement and any Associated Plan Documents with Navia Benefit Solutions, Inc. for the Administration of the City’s SelfFunded Dental Program.
g. Adopt a Resolution Authorizing the City Manager to Execute a Professional Services Agreement with The Standard for the City’s Life Insurance, Accidental Death and Dismemberment Insurance, and LongTerm Disability Insurance Programs.
h. Adopt a Resolution Approving the 2025 Sewer System Root Foaming Project C1752 Specifications and Authorizing a Call for Bids.
i. Adopt a Resolution Approving the Plans and Specifications for the 2025 Pavement Maintenance Project C9416 and Authorizing a Call for Bids. j. Deny Claim of Jenel Sharman.
k. Deny Claim of Kristine Avila.

8. NEW BUSINESS
a. Consideration of Adopting a Resolution Adopting the City of San Carlos 2025 Strategic Plan.
b. Consideration of Adopting a Resolution Appropriating $12,870 from the General Fund Unassigned Fund Balance to Peninsula Volunteers, Inc. to Provide Meal Services to Three WaitListed San Carlos Residents for One Year.

9. AGENDA SETTING
Items discussed in this Agenda Setting Section will be considered by the Council for placing on a future agenda. No action will be taken on these items at this meeting.

10. ADJOURNMENT
Any writings or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection upon request.

In compliance with the Americans with Disabilities Act and Title VI, and as outlined in the City’s Reasonable Accommodations Policy, if you need special assistance or translation services to participate in this m ee t i n g , pl eas e c o n t ac t the City C le rk ’s Of fice at (650) 8 0 2 4 222 or via email at [email protected]. Notification in advance of the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Accept the Quarterly Reports from City Commissions and Boards.

RECOMMENDATION:

Staff recommends that the City Council accept the Quarterly Reports from the City’s Commissions and Boards.

FISCAL IMPLICATIONS:

None for this action.

BACKGROUND:

Every quarter, the City Council receives a report from each commission and board. These reports provide updates on the activities and initiatives undertaken during the preceding period.

Additionally, each report includes a detailed member attendance record, ensuring accountability regarding participation in meetings and decision-making processes. These updates help the City Council stay informed about the work of its advisory bodies and support effective governance.

ANALYSIS:

Attached are the fiscal year 2024-25 third quarter reports from the following commissions and boards for the period of January through March 2025:
- Downtown Advisory Committee
- Economic Development Advisory Commission
- Museum of San Carlos History
- Parks, Recreation and Culture Commission
- Planning and Transportation Commission
- Youth Advisory Council
Consistent attendance at commission meetings is essential to maintaining a quorum, which is necessary for conducting official business, as well as ensuring steady communication and staying informed on current discussions. Pursuant to the Commissioners’ Handbook, commissioners are expected to attend all scheduled meetings. Three (3) unexcused absences within a fiscal year (July – June) will result in the commissioner’s seat being declared vacant. For commissions that meet less than once a month, two (2) unexcused absences will result in vacancy.

Staff have alerted all members with two (2) absences—or one (1) for commissions meeting less than monthly— that any additional unexcused absence within the fiscal year will result in removal.

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ALTERNATIVES:

The alternatives available to the City Council include:

1. Accept the Quarterly Reports from City Commissions and Boards; or

2. Do not accept the Quarterly Reports from City Commissions and Boards; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Crystal Mui, City Clerk
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Downtown Advisory FY2025 Q3 Report

2. Economic Development Advisory FY2025 Q3 Report

3. Museum FY2025 Q3 Report

4. Parks, Recreation and Culture FY2025 Q3 Report

5. Planning and Transportation FY2025 Q3 Report

6. Youth Advisory FY2025 Q3 Report

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Adopt a Resolution Appropriating $51,000 from the General Capital Fund (Fund 25) Unassigned Fund Balance to the Midblock Crossing Project at 1650 Industrial Road C1807; Authorizing the City Manager to Execute an Amendment to the Agreement with Terocons Inc. in the Amount Of $278,890.95; and Authorizing the Expenditure of Contingency in the Not-to-Exceed Amount of $9,649.05.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution appropriating $51,000 from the General Capital Fund (“Fund 25”) Unassigned Fund Balance to the Midblock Crossing Project (“Project”) at 1650 Industrial Road C1807; authorizing the City Manager to execute an amendment to the agreement with Terocons Inc. in the amount of $278,890.95; and authorizing the expenditure of contingency in the not-to-exceed amount of $9,649.05.

FISCAL IMPLICATIONS:

There is currently insufficient budget in the approved Project construction contract and contingency to address and resolve an unforeseen utility conflict (“Change Order 1”) related to the installation of one of two rectangular rapid flashing beacons’ (RRFBs) mast arm poles which will cost an additional amount of $80,940.95. A portion of this can be covered by the approved contingency of $39,590. However, the remainder of Change Order 1 and an additional 3.5% contingency for project closeout is unfunded. Therefore, an additional $51,000 is requested. A total cost breakdown is shown in Table 1 – Project Budget.

Funding for the Project comes from C1807, which has an available budget of about $337,135 for Fiscal Year (“FY”) 2024-25. However, various traffic calming improvement projects, such as RRFBs at Industrial and Tanklage Roads, are funded by C1807. This current Project will utilize funds for the construction of a midblock crossing on Industrial Road.

Table 1 - Project Budget
Item Description Amount
Original Construction Contract Amount Approved $197,950.00 Original Construction Contingency Amount Approved $39,590.00 Total Available Construction Budget $237,540.00
Original Construction Contract Amount Approved $197,950.00

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Change Order 1:

Exploration, Resolution for New Foundation, Additional Equipment Rental, and Pole storage due to utility conflict and wet weather delays $80,940.95
New Contract Amount $278,890.95
New (3.5%) Contingency Amount Requested for Project Closeout $9,649.05 New Total Construction Budget $288,540.00
Additional Project Amount Needed & Requested
(Difference between Total Available of $237,540 & New Total of $288,540 Construction Budget)
$51,000.00
BACKGROUND:

In recent years, staff received requests to improve pedestrian safety, particularly at the public right-of-way near 24-Hour Fitness at 1650 Industrial Road. The City’s consultant, W-Trans, evaluated the need for intersection crossing enhancements, such as high intensity activated crosswalk (HAWK) or RRFBs. The analysis observed vehicular speeds, vehicle and pedestrian counts, collision history, sight distance evaluation, and a crosswalk warrant analysis. The consultant recommended installation of traffic signage and a midblock crossing along Industrial Road.

On March 11, 2024, the City Council adopted Resolution 2024-018 awarding the Midblock Crossing Project at 1650 Industrial Road C1807; authorizing the City Manager to execute an agreement with Terocons Inc. in the amount of $197,950; and authorizing the expenditure of contingency in the amount of $39,590.

The Project scope of work includes RRFBs, new Americans with Disabilities Act (ADA) compliant curb ramps, sidewalk reconstruction, curb and gutter segments, relocation of existing signage, removal and installation of new striping and pavement markings, and minor landscape modifications. The purpose of the Project is to improve the path of travel for all modes of transportation, including vehicles, bicycles, and pedestrians.

ANALYSIS:

In September 2024, construction of the Project began after long lead times for manufacturing and delays in the shipment of the Project’s electrical material. Once the work started, an approximately 24” storm drain was found in front of 1599 Industrial Road where one of two RRFB mast arm poles is to be installed. Additionally, a 12” water main was discovered, limiting possible solutions.

Therefore, the foundation was redesigned from one large circular column foundation to three smaller circular foundations with a pile cap. The foundation work is quite large as the RRFB mast arms poles have been designed to be readily transitioned into HAWKs, or pedestrian hybrid beacons, when warrants are met.

All improvements are within the public right of way. Adjacent property owners were notified of the upcoming work as their property would be temporarily impacted. Completion of the Project is anticipated in the spring of 2025. Staff will return to Council prior to end of fiscal year 2024-25 for acceptance of the project and notice of completion.

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ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution appropriating $51,000 from the General Capital Fund (Fund 25) Unassigned Fund Balance to the Midblock Crossing Project at 1650 Industrial Road C1807; authorizing the City Manager to execute an amendment to the agreement with Terocons Inc. in the amount of $278,890.95; and authorizing the expenditure of contingency in not to exceed amount of $9,649.05; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

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RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS APPROPRIATING $51,000 FROM THE GENERAL CAPITAL FUND (FUND 25)

UNASSIGNED FUND BALANCE TO THE MIDBLOCK CROSSING PROJECT AT 1650 INDUSTRIAL ROAD C1807; AUTHORIZING THE CITY MANAGER TO EXECUTE AN AMENDMENT TO THE AGREEMENT WITH TEROCONS INC. IN THE AMOUNT OF $278,890.95; AND AUTHORIZING THE EXPENDITURE OF CONTINGENCY IN THE NOT-TO-EXCEED AMOUNT OF $9,649.05.

WHEREAS, in recent years, staff received requests to improve pedestrian safety, particularly at the public right of way near 24-Hour Fitness at 1650 Industrial Road; and WHEREAS, the City’s consultant, W-Trans, evaluated the need for intersection crossing enhancements and recommended installation of traffic signage and a midblock crossing with rectangular rapid flashing beacons along Industrial Road; and WHEREAS, on March 11, 2024, the City Council awarded the Midblock Crossing Project at 1650 Industrial Road C1807 (“Project”) in the amount of $197,950 and authorized the expenditure of contingency in the amount of $39,590; and WHEREAS, the Project scope of work includes installation of rectangular rapid flashing beacons (RRFBs), new Americans with Disabilities Act (ADA) compliant curb ramps, sidewalk reconstruction, curb and gutter segments, relocation of existing signage, removal and installation of new striping and pavement markings, and minor landscape modifications; and WHEREAS, in September 2024, construction of the Project began after long lead times in manufacturing and delays in the shipment of electrical material; and WHEREAS, an approximately 24” storm drain was found in front of 1599 Industrial Road where one of two RRFB mast arm poles are to be installed; and WHEREAS, the foundation was redesigned, which led to Change Order 1 and additional costs in the amount of $80,890.95; and
WHEREAS, the new total construction budget for the Project is $288,540.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby appropriates $51,000 from the General Capital Fund (Fund 25) Unassigned Fund Balance to the Midblock Crossing Project at 1650 Industrial Road C1807; authorizes the City Manager to execute an amendment to the agreement with Terocons Inc. in the amount of $278,890.95; and authorizes the expenditure of contingency in the not-to-exceed amount of $9,649.05. * * * * *

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I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Adopt a Resolution Authorizing the City Manager to Execute an Amendment to the Professional Services Agreement and any Associated Plan Documents with Navia Benefit Solutions, Inc. for the Administration of the City’s Self-Funded Dental Program.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution authorizing the City Manager to sign an amendment to the professional services agreement and associated plan documents with Navia Benefit Solutions, Inc. for the administration of the City’s self-funded dental program.

FISCAL IMPLICATIONS:

The cost, including insurance premiums and fees, for fiscal year (FY) 2025-24 is $12,366. There is no additional appropriation necessary as the costs are included in our current budget.

BACKGROUND:

Currently the City of San Carlos uses the third-party administrator (TPA) The Cities Group, a Joint Powers Authority (JPA), to manage several of our benefits programs including our self-funding dental plan.

The Cities Group JPA is anticipated to dissolve and terminate by June 30, 2025, though the JPA board has not yet formally voted on the group’s dissolution. In anticipation of the change, staff have been working diligently to find an alternate dental provider to continue to provide the same level of service and benefits, with no interruption.

Staff worked closely with the City’s insurance broker, USI Insurance Services (“USI”), to obtain quotes from providers that would manage the City’s self-funded dental plan as it exists today, with no changes in the plan design. Only one provider was identified, Navia Benefit Solutions.

The City signed an agreement with Navia Benefit Solutions in 2016 for the administration of the City’s Health Care Reimbursement and Dependent Care Reimbursement Plans, as well as the Commuter Benefit Program. To include the administration of the City’s Self-Funding Dental Program within the scope of the 2016 agreement, an amendment to that agreement is needed.

ANALYSIS:

Navia Benefit Solutions will provide a dedicated employee representative for the City’s Human Resources Division and employees. There is no change to the dental benefit but employees will

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now have access to a user-friendly portal where they can check their annual fund balances. This would be an enhancement to the existing plan.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution authorizing the City Manager to execute an amendment to the professional services agreement and any associated plan documents with Navia Benefit Solutions, Inc. for the administration of the City’s self-funded dental program; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Rebecca Mendenhall, Administrative Services Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

2. Draft Navia Benefit Administrative Service Agreement

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RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

AUTHORIZING THE CITY MANAGER TO EXECUTE AN AMENDMENT TO THE

PROFESSIONAL SERVICES AGREEMENT AND ANY ASSOCIATED PLAN DOCUMENTS WITH NAVIA BENEFIT SOLUTIONS, INC. FOR THE ADMINISTRATION OF THE CITY’S SELF-FUNDED DENTAL PROGRAM.

WHEREAS, currently the City of San Carlos uses the third-party administrator (TPA) The Cities Group, a Joint Powers Authority (JPA), to manage several of the City’s benefits programs, including the self-funding dental plan; and
WHEREAS, the Cities Group JPA is anticipated to dissolve and terminate by June 30, 2025, though the JPA board has not yet formally voted on the group’s dissolution; and WHEREAS, in anticipation of the change, staff have been working diligently to find an alternate dental provider to continue to provide the same level of service and benefits, with no interruption; and
WHEREAS, Navia Benefit Solutions was identified as a provider that could manage the City’s self-funded dental plan as it exists today, with no changes in the plan design; and WHEREAS, under Chapter 3.12 of the Municipal Code, any contracts (including Amendments) exceeding $75,000 require approval of the City Council.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby authorizes the City Manager to execute an amendment to the professional services agreement and any associated plan documents with Navia Benefit Solutions, Inc. for the administration of the City’s self-funded dental program.
* * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Adopt a Resolution Authorizing the City Manager to Execute a Professional Services Agreement with The Standard for the City’s Life Insurance, Accidental Death and Dismemberment Insurance, and Long-Term Disability Insurance Programs.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution authorizing the City Manager to sign a professional services agreement with The Standard for the City’s life insurance, accidental death and dismemberment (AD&D) insurance, and long-term disability (LTD) insurance programs.

FISCAL IMPLICATIONS:

The cost, including insurance premiums and fees for fiscal year (FY) 2025-24 is $53,006. There is no need for additional funds, as there are sufficient funds included in the current budget. The new contract would provide annual savings in the amount of $10,713.

BACKGROUND:

Currently the City of San Carlos uses the third-party administrator (TPA) The Cities Group, a Joint Powers Authority (JPA), to manage several benefits programs including life insurance, AD&D insurance, and LTD insurance.

The Cities Group JPA is anticipated to dissolve and terminate by June 30, 2025, though the JPA board has not yet formally voted on the group’s dissolution. In anticipation of the change, staff have been working diligently to find alternate providers to continue to provide the same level of service and benefits, with no interruption.

Staff worked closely with current insurance broker, USI insurance Services (USI), to obtain quotes from six different insurance providers including the City’s current provider, New York Life.

ANALYSIS:

After reviewing all the quotes, staff selected The Standard (“Standard”). With Standard, the City will be part of a public agency pool. As part of this pool block, the plans renew together creating better rate stabilization. According to USI, Standard has only increased rates once in the past 20 years for this pool and they are not projecting any rate increases next year.

Standard will also provide a dedicated service representative, who only works on USI Public Entity Pool clients, which will help ensure quick response times. Human Resources staff will have

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access to an in-depth employer portal that will provide better administrative resources.

Standard will also provide an additional Employee Assistance Program (EAP), at no additional charge, to supplement the current EAP offered to employees.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution authorizing the City Manager to sign a professional services agreement with The Standard for the City’s life insurance, AD&D insurance, and LTD insurance programs; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Rebecca Mendenhall, Administrative Services Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

2. The Standard’s Quote

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RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS

AUTHORIZING THE CITY MANAGER TO EXECUTE A PROFESSIONAL SERVICES AGREEMENT WITH THE STANDARD FOR THE CITY’S LIFE INSURANCE, ACCIDENTAL

DEATH AND DISMEMBERMENT INSURANCE AND LONG-TERM DISABILITY INSURANCE PROGRAMS.

WHEREAS, currently the City of San Carlos uses the third-party administrator (TPA) The Cities Group, a Joint Powers Authority (JPA), to manage several of our benefits programs. This includes the City’s life insurance, accidental life and dismemberment insurance (AD&D), and long-term disability (LTD) insurance; and
WHEREAS, in anticipation of the JPA board’s vote to dissolve, staff have been working to find alternate providers to continue to provide the same level of service and benefits, with no interruption; and
WHEREAS, after reviewing the six quotes received, staff recommends that the City select The Standard; and
WHEREAS, The Standard’s cost, including insurance premiums and fees, will save the City $10,713 annually for the same level of benefits.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby authorizes the City Manager to execute a Professional Services Agreement with The Standard for the City’s life insurance, AD&D insurance and LTD insurance programs. * * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Adopt a Resolution Approving the 2025 Sewer System Root Foaming Project C1752 Specifications and Authorizing a Call for Bids.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution approving the 2025 Sewer System Root Foaming Project C1752 (“Project”) specifications and authorizing a call for bids.

FISCAL IMPLICATIONS:

There is no fiscal impact and no additional funding is needed at this time.

Funding for the Project comes from C1752 which has an available budget of $175,000 for fiscal year 2024-25.

The engineer’s estimate is $150,759, which is sufficient to award and complete the Project with a 14% contingency. Should additional appropriation be needed, staff will request it at the time the Project is awarded.

BACKGROUND:

Over the past eight years, the City's maintenance staff has managed the root control program on an as-needed basis. The City's engineering staff has assumed the root control program to address the large number of sewer mains with root intrusion and to coordinate repairs with the future annual sewer rehabilitation projects.

Sewer line rehabilitation and replacement are still the City's primary means of repairing sewer line defects, but the use of chemical root control can be effective in reducing and preventing root defects until the complete repair or replacement of the pipe is scheduled. Root intrusion inside sanitary sewer mains is a significant cause of sanitary sewer overflows (SSOs) in San Carlos, causing approximately 25 to 30 percent of SSOs annually.

Root foaming helps minimize and prevent SSOs in the sewer system. Prioritization of sewer lines comes from the specific sewer basin, the number of root defects as identified by closed circuit television inspections, and the number of blockages caused by roots from maintenance history and maintenance staff.

The chemical used for root treatment has been approved by the Environmental Protection Agency and Silicon Valley Clean Water. In addition, the chemical is non-toxic and does not require the removal or impair the health of the trees.

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ANALYSIS:

For this Project, staff have identified Basin 2 and Basin 3 for root control treatment due to their maintenance histories.

The City Engineer signed the final bid set construction documents on March 20, 2025. The tentative bid opening date is May 5, 2025, with award of the Project at the May 27, 2025 City Council meeting.

Staff recommends approving the Project specifications and authorizing a call for bids for the Project.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution approving the 2025 Sewer System Root Foaming Project C1752 specifications and authorizing a call for bids; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

2. 2025 Sewer System Root Foaming Project Specifications

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RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS APPROVING THE 2025 SEWER SYSTEM ROOT FOAMING PROJECT C1752 SPECIFICATIONS AND AUTHORIZING A CALL FOR BIDS.

WHEREAS, the City's maintenance staff managed the root control program on an as-needed basis; and
WHEREAS, the City's engineering staff assumed the root control program to address the large number of sewer mains with root intrusion and to coordinate repairs with the future annual sewer rehabilitation projects; and
WHEREAS, sewer line rehabilitation and replacement are still the City's primary means of repairing sewer line defects, but the use of chemical root control can be effective in reducing and preventing root defects until the complete repair or replacement of the pipe is scheduled; and WHEREAS, root intrusion inside sanitary sewer mains is a significant cause of sanitary sewer overflows (SSOs) in San Carlos, causing approximately 25 to 30 percent of SSOs annually; and WHEREAS, root foaming efforts help minimize and prevent SSOs in the sewer system; and WHEREAS, the City Engineer signed the final bid set construction documents on March 20, 2025; and
WHEREAS, staff recommends approving the 2025 Sewer System Root Foaming Project specifications and authorizing a call for bids.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the 2025 Sewer System Root Foaming Project C1752 specifications and authorizes a call for bids. * * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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6" VCP 281'
A7
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City of San Carlos - Sewer Infrastructure 202
3 Legend
Manhole
Lamphole
Cleanout
Pump Station
Junction
Cap
Sewer Main
Private Lateral Diameter, Material & Length
Private System
California CAD Solutions, Inc. Foreign System
(209) 578-5580 www.calcad.com
202
3 August

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CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Adopt a Resolution Approving the Plans and Specifications for the 2025 Pavement Maintenance Project C9416 and Authorizing a Call for Bids.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution approving the plans and specifications for the 2025 Pavement Maintenance Project C9416 (“Project”) and authorizing a call for bids.

FISCAL IMPLICATIONS:

There are no fiscal implications and no additional funding is needed at this time.

Funding for the Project comes from C9416 which has an available budget of $3,475,167 for fiscal year 2024-25.

The engineer’s estimate is approximately $2,147,400, which is sufficient to award and complete the Project with contingency. Should additional appropriation be needed, staff will request it at the time the Project is awarded.

BACKGROUND:

The Annual Pavement Rehabilitation Project for this fiscal year had an original budget of $7,500,000 and included street segments that will receive both grind and overlay and slurry seal treatments. Due to favorable bid results, approximately $4,000,000 has been committed, leaving an available balance of $3,475,167 as described above.

The remaining budget enables staff to increase the scope of the current Pavement Maintenance Project utilizing remaining funds from the fiscal year and to issue a second contract. This, in turn, will help accelerate the City’s goal to improve the overall street condition index.

ANALYSIS:

The purpose of this Project is to proactively identify and maintain locations of poor asphalt pavement on City streets as part of the Pavement Management Program (“PMP”). In addition, the Project furthers the City’s goal of increasing the average pavement condition index (“PCI”) to 65, which aligns with the San Francisco Bay Area average.

The Project includes maintaining and preserving existing pavement conditions through slurry sealing to extend a given roadway’s service life, replacing existing traffic striping and pavement

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markings with high-visibility thermoplastic striping, and repainting existing red curbs and blue curbs. A slurry seal is a thin asphalt overlay intended to improve surface imperfections and seal cracks, which can preserve the existing pavement and prevent infiltration of water leading to further failure.

The scope of work was developed based upon the PMP, staff observations, and resident concerns. The Project goal is to maintain streets on the PMP with PCI scores at 70 and below and considered “at-risk”, “fair”, or “poor”.

Staff retained Bellecci & Associates, Inc. (“Consultant”) to provide engineering services and prepare the construction documents. Staff and the Consultant worked with site-adjacent residents and businesses during the preparation of construction documents to ensure the improvements would not result in any negative impacts.

Street segments identified for maintenance under this Project include:

Street Name From To Type of Treatment
Adam Court Sequoia Court End Slurry Seal
Alberta Avenue Pearl Avenue Cedar Street Slurry Seal
Arroyo Avenue Tamarack Avenue Cordilleras Avenue Slurry Seal Bayport Avene Hall Street Terminal Way Slurry Seal
Bayside Boulevard Washington Street Dead End N. of American St. Slurry Seal Beverly Drive Windsor Drive Molton Avenue Slurry Seal
Buckland Avenue Shelford Avenue Dartmouth Avenue Slurry Seal Cabot Court Melendy Drive End Slurry Seal
Chestnut Street 975 Chestnut Street End Slurry Seal
Dartmouth Avenue Buckland Avenue Exbourne Avenue Slurry Seal Dayton Avenue Brittan Avenue Wildwood Avenue Slurry Seal De Anza Avenue Alameda de las Pulgas Terrace Road Slurry Seal Devonshire Boulevard Windsor Avenue End Slurry Seal
Drake Court Brittan Ave End Slurry Seal
Dundee Lane Aberdeen Drive End Slurry Seal
El Sereno Drive Elm Street End Slurry Seal
Elm Street Hull Drive Magnolia Avenue Slurry Seal
Elston Court Coronado Avenue End Slurry Seal
Glasgow Lane Aberdeen Drive Dundee Lane Slurry Seal
Glenn Way Bragato Road Taylor Way Slurry Seal
Glenwood Street Chestnut Street Manzanita Avenue Slurry Seal Greenwood Avenue El Camino Real Elm Street Slurry Seal
Hartford Avenue Buckland Avenue Shelford Avenue Slurry Seal Howard Avenue Industrial Road Old County Road Slurry Seal Knoll Drive Elizabeth Street Belle Avenue Slurry Seal
Lemoore Drive Clifford Avenue E. of Timothy Drive Slurry Seal Madera Avenue Alameda de las Pulgas Manor Drive Slurry Seal Morse Boulevard El Camino Real Laurel Street Slurry Seal Portofino Court Portofino Drive End Slurry Seal
Raymond Court Timothy Drive End Slurry Seal
Sequoia Court Bay View Drive End of SE Adam Court Slurry Seal Somerset Court Melendy Drive End Slurry Seal
Spring Street Laurel Street Elm Street Slurry Seal
Stanford Lane Eaton Avenue City Limits Slurry Seal
Sycamore Street Valley Road San Carlos Avenue Slurry Seal Tramanto Drive Brittan Avenue Appian Way Slurry Seal

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Upland Avenue San Carlos Avenue Palm Avenue Slurry Seal Vista Del Grande Coronado Avenue End Slurry Seal
Walnut Street San Carlos Avenue Olive Street Slurry Seal Wellington Drive Shelford Avenue Clifton Avenue Slurry Seal White Oak Way Laurel Street Elm Street Slurry Seal
White Oak Way El Camino Real Laurel Street Slurry Seal
Windsor Drive Devonshire Boulevard Beverly Drive Slurry Seal Woodland Ave Arroyo Avenue Baytree Road Slurry Seal
The City Engineer signed the final bid set construction documents on April 7, 2025. The tentative bid opening date is May 6, 2025, with award of the Project at the May 27, 2025 City Council meeting.

Staff recommends approving the Project plans and specifications and authorizing a call for bids.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Adopt a Resolution approving the plans and specifications for the 2025 Pavement Maintenance Project C9416 and authorizing a call for bids; or

2. Do not adopt the Resolution; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Steven Machida, Public Works Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution

2. 2025 Pavement Maintenance Project Plans and Specifications

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RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS APPROVING THE PLANS AND SPECIFICATIONS FOR THE 2025 PAVEMENT MAINTENANCE PROJECT C9416 AND AUTHORIZING A CALL FOR BIDS.

WHEREAS, the purpose of the 2025 Pavement Maintenance Project (“Project”) is to proactively identify and maintain locations of poor asphalt pavement on City streets as part of the Pavement Management Program (“PMP”); and
WHEREAS, the Project furthers the City’s goal of increasing the average pavement condition index (PCI) to 65, bringing it into alignment with the San Francisco Bay Area average; and
WHEREAS, the Project includes maintaining and preserving existing pavement conditions through slurry sealing to extend a given roadway’s service life, replacing existing traffic striping and pavement markings with high-visibility thermoplastic striping, and repainting existing red curbs and blue curbs; and
WHEREAS, a slurry seal is a thin asphalt overlay intended to improve surface imperfections and seal cracks, which can preserve the existing pavement and prevent infiltration of water leading to further failure; and
WHEREAS, the scope of work was developed based upon the PMP, staff observations, and resident concerns; and
WHEREAS, the PMP primarily targets streets with PCI scores that are 70 and below, which are “at-risk”, “fair”, or “poor”; and
WHEREAS, staff retained Bellecci & Associates, Inc. to provide engineering services and prepare the construction documents; and
WHEREAS, staff recommends approving the plans and specifications and authorizing a call for bids for the Project.

NOW, THEREFORE BE IT RESOLVED, that the San Carlos City Council hereby approves the plans and specifications and authorizes a call for bids for the 2025 Pavement Maintenance Project C9416.
* * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:

AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos

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AREA 2 AREA 1 AREA 3 AREA 4 AREA 5
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

N NORTHING NTS NOT TO SCALE OC ON-CENTER OH OVERHEAD UTILITY LINE PB PACIFIC BELL PCC PORTLAND CEMENT CONCRETE PE POLYETHYLENE PG&E PACIFIC GAS & ELECTRIC PIP PROTECT IN PLACE PL PLASTIC POC POINT OF CONNECTION PT POINT PVC POLYVINYL CHLORIDE

R RADIUS, RIGHT RC RELATIVE COMPACTION RCP REINFORCED CONCRETE PIPE REHAB REHABILITATION RT RIGHT R/W RIGHT OF WAY

S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SL STATION LINE, STREET LIGHT SM SURVEY MARKER SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SW SIDEWALK TC TOP OF CURB TEL TELEPHONE, TELECOM TFL THEORETICAL FLOW LINE TTC THEORETICAL TOP OF CURB TYP TYPICAL UT UTILITY VCP VITRIFIED CLAY PIPE

W WEST, WATER WTR WATER WM WATER METER WV WATER VALVE WW WELDED WRAP AB AGGREGATE BASE AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AT&T AMERICAN TELEPHONE & TELEGRAPH BC BEGIN CURVE, BOTTOM OF CURB BW BACK OF WALK C CURVE C&G CURB & GUTTER CDF CONTROLLED DENSITY FILL CI CAST IRON CL CENTERLINE CMP CORRUGATED METAL PIPE COM COMMUNICATION CONC CONCRETE CY CUBIC YARD DI DRAIN INLET DIFF DIFFERENCE IN ELEVATION BETWEEN NEW & EX DWY DRIVEWAY

E ELECTRICAL, EASTING EC EDGE OF CONCRETE, END CURVE EP EDGE OF PAVEMENT EX EXISTING FDAC FULL DEPTH ASPHALT CONCRETE FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FO FIBER OPTICS FS FIRE SERVICE FW FACE OF WALK

G GAS GB GRADE BREAK HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HV HIGH VOLTAGE HYD FIRE HYDRANT INV INVERT IRR IRRIGATION JP JOINT POLE L LEFT, LINE, LENGTH LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE MISC MISCELLANEOUS MON, M MONUMENT ABBREVIATIONS: 1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE SPECIFICATIONS, STANDARDS, AND ORDINANCES OF THE CITY OF SAN CARLOS. STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE IN THE OFFICE OF THE CITY ENGINEER. 2. THE OFFICE OF PUBLIC WORKS INSPECTION SHALL BE NOTIFIED AT LEAST 72 HOURS IN ADVANCE OF ANY WORK. 3. EXISTING STRUCTURES, IMPROVEMENTS, UTILITIES AND FEATURES ARE SHOWN IN APPROXIMATE LOCATIONS AND ARE FOR REFERENCE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND LOCATION OF ALL UTILITIES. THE UNDERGROUND CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CONTACT UNDERGROUND SERVICE ALERT AT 800-227-2600. 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER. 5. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROLS & SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR CITY APPROVAL PRIOR TO START OF CONSTRUCTION. 6. ALL EXISTING UTILITIES AND PRIVATE IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY ENGINEER, AT CONTRACTOR'S SOLE EXPENSE. 7. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE AND IN PLACE BY THE CONTRACTOR DURING CONSTRUCTION UNLESS OTHERWISE SHOWN. 8. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT JUST DURING NORMAL WORKING HOURS. 9. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING OR SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL MAKE NECESSARY REPAIRS OR RECONSTRUCTION AT CONTRACTOR OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FOUR FEET OR MORE IN DEPTH, THECONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND BRACING OR EQUIVALENT METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS. 10. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 11. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS. 12 . THE CONTRACTOR SHALL SUBMIT A RP (REFERENCE POINT) PLAN TO THE PUBLIC WORKS DIVISION THAT LOCATES ALL LOWERED MONUMENTS & UTILITY BOXES/ VAULTS/MANHOLES PRIOR TO PAVING OPERATIONS 13. ALL USA MARKINGS TO BE REMOVED AT END OF CONSTRUCTION. GENERAL NOTES: DETAILS HOWARD AVENUE 2 52 C2.44 INDUSTRIAL ROAD TO OLD COUNTY ROAD AREA 4 53 C2.45 INDUSTRIAL ROAD TO OLD COUNTY ROAD AREA 4 84 - 86 C7.0 - C7.1 CIVIL DETAILS & ADA CURB RAMPS --- 86 C7.2 BEST MANAGEMENT PRACTICES --- STREET MAINTENANCE: KNOLL DRIVE 1 54 C2.46 ELIZABETH STREET TO BELLE AVENUE AREA 4 55 C2.47 ELIZABETH STREET TO BELLE AVENUE AREA 4 STREET MAINTENANCE: LEMOORE DRIVE 56 C2.48 CLIFFORD AVENUE TO E. OF TIMOTHY DRIVE AREA 5 STREET MAINTENANCE: MADERA AVENUE 57 C2.49 ALAMEDA DE LAS PULGAS TO MANOR DRIVE AREA 3 58 C2.50 ALAMEDA DE LAS PULGAS TO MANOR DRIVE AREA 3 59 C2.51 ALAMEDA DE LAS PULGAS TO MANOR DRIVE AREA 3 STREET MAINTENANCE: MORSE BOULEVARD 60 C2.52 EL CAMINO REAL TO LAUREL STREET AREA 4 STREET MAINTENANCE: PORTOFINO COURT 61 C2.53 PORTOFINO DRIVE TO END AREA 2 STREET MAINTENANCE: RAYMOND COURT 62 C2.54 TIMOTHY DRIVE TO END AREA 5 STREET MAINTENANCE: SEQUOIA COURT 63 C2.55 BAY VIEW DRIVE TO END OF SE ADAM COURT AREA 1 64 C2.56 BAY VIEW DRIVE TO END OF SE ADAM COURT AREA 1 STREET MAINTENANCE: SOMERSET COURT 65 C2.57 MELENDY DRIVE TO END AREA 2 STREET MAINTENANCE: SPRING STREET 66 C2.58 LAUREL STREET TO ELM STREET AREA 3 STREET MAINTENANCE: STANFORD LANE 67 C2.59 EATON AVENUE TO CITY LIMITS AREA 5 STREET MAINTENANCE: SYCAMORE STREET 68 C2.60 VALLEY ROAD TO SAN CARLOS AVENUE AREA 3 69 C2.61 VALLEY ROAD TO SAN CARLOS AVENUE AREA 3 70 C2.62 VALLEY ROAD TO SAN CARLOS AVENUE AREA 3 STREET MAINTENANCE: TRAMANTO DRIVE 71 C2.63 BRITTAN AVENUE TO APPIAN WAY AREA 2 STREET MAINTENANCE: UPLAND AVENUE 72 C2.64 SAN CARLOS AVENUE TO PALM AVENUE AREA 3 STREET MAINTENANCE: VISTA DEL GRANDE 73 C2.65 CORONADO AVENUE TO END AREA 3 74 C2.66 CORONADO AVENUE TO END AREA 3 STREET MAINTENANCE: WALNUT STREET 1 75 C2.67 SAN CARLOS AVENUE TO OLIVE STREET AREA 4 76 C2.68 SAN CARLOS AVENUE TO OLIVE STREET AREA 4 STREET MAINTENANCE: WELLINGTON DRIVE 77 C2.69 SHELFORD AVENUE TO CLIFTON AVENUE AREA 1 78 C2.70 SHELFORD AVENUE TO CLIFTON AVENUE AREA 1 79 C2.71 SHELFORD AVENUE TO CLIFTON AVENUE AREA 1 STREET MAINTENANCE: WHITE OAK WAY 80 C2.72 ELM STREET TO EL CAMINO REAL AREA 5 81 C2.73 ELM STREET TO EL CAMINO REAL AREA 5 STREET MAINTENANCE: WINDSOR DRIVE 82 C2.74 DEVONSHIRE BOULEVARD TO BEVERLY DRIVE AREA 1 STREET MAINTENANCE: WOODLAND AVENUE 83 C2.75 ARROYO AVENUE TO BAYTREE ROAD AREA 4 STREET MAINTENANCE: ADAM COURT 08 C2.0 SEQUOIA COURT TO END AREA 1 STREET MAINTENANCE: ALBERTA AVENUE 09 C2.1 PEARL AVENUE TO CEDAR STREET AREA 5 10 C2.2 PEARL AVENUE TO CEDAR STREET AREA 5 STREET MAINTENANCE: ARROYO AVENUE 11 C2.3 TAMARACK AVENUE TO CORDILLERAS AVENUE AREA 4 12 C2.4 TAMARACK AVENUE TO CORDILLERAS AVENUE AREA 4 STREET MAINTENANCE: BAYPORT AVENUE 13 C2.5 HALL STREET TO TERMINAL STREET AREA 4 STREET MAINTENANCE: BAYSIDE BOULEVARD 14 C2.6 WASHINGTON STREET TO N. OF AMERICA STREET AREA 5 STREET MAINTENANCE: BEVERLY DRIVE 15 C2.7 EXETER AVENUE TO MOLTON AVENUE AREA 1 16 C2.8 EXETER AVENUE TO MOLTON AVENUE AREA 1 STREET MAINTENANCE: BUCKLAND AVENUE 17 C2.9 SHELFORD AVENUE TO DARTMOUTH AVENUE AREA 1 18 C2.10 SHELFORD AVENUE TO DARTMOUTH AVENUE AREA 1 STREET MAINTENANCE: CABOT COURT 19 C2.11 MELENDY DRIVE TO END AREA 2 STREET MAINTENANCE: CHESTNUT STREET 20 C2.12 975 CHESTNUT STREET TO END AREA 4 STREET MAINTENANCE: DARTMOUTH AVENUE 21 C2.13 BUCKLAND AVENUE TO SHELFORD AVENUE AREA 1 22 C2.14 BUCKLAND AVENUE TO SHELFORD AVENUE AREA 1 23 C2.15 BUCKLAND AVENUE TO SHELFORD AVENUE AREA 1 STREET MAINTENANCE: DAYTON AVENUE 24 C2.16 BRITTAN AVENUE TO WILDWOOD AVENUE AREA 4 25 C2.17 BRITTAN AVENUE TO WILDWOOD AVENUE AREA 4 STREET MAINTENANCE: DE ANZA AVENUE 26 C2.18 ALAMEDA DE LAS PULGAS TO TERRACE ROAD AREA 5 27 C2.19 ALAMEDA DE LAS PULGAS TO TERRACE ROAD AREA 5 28 C2.20 ALAMEDA DE LAS PULGAS TO TERRACE ROAD AREA 5 STREET MAINTENANCE: DEVONSHIRE BOULEVARD 1 29 C2.21 WINDSOR AVENUE TO END AREA 1 30 C2.22 WINDSOR AVENUE TO END AREA 1 31 C2.23 WINDSOR AVENUE TO END AREA 1 32 C2.24 WINDSOR AVENUE TO END AREA 1 STREET MAINTENANCE: DRAKE COURT 33 C2.25 BRITTAN AVENUE TO END AREA 2 34 C2.26 BRITTAN AVENUE TO END AREA 2 STREET MAINTENANCE: DUNDEE LANE 35 C2.27 ABERDEEN DRIVE TO END AREA 3 STREET MAINTENANCE: EL SERENO DRIVE 36 C2.28 ELM STREET TO END AREA 5 STREET MAINTENANCE: ELM STREET 37 C2.29 HULL DRIVE TO MAGNOLIA AVENUE AREA 3 38 C2.30 HULL DRIVE TO MAGNOLIA AVENUE AREA 3 39 C2.31 HULL DRIVE TO MAGNOLIA AVENUE AREA 3 STREET MAINTENANCE: ELSTON COURT 40 C2.32 CORONADO AVENUE TO END AREA 3 41 C2.33 CORONADO AVENUE TO END AREA 3 STREET MAINTENANCE: GLASGOW LANE 42 C2.34 ABERDEEN DRIVE TO DUNDEE LANE AREA 3 43 C2.35 ABERDEEN DRIVE TO DUNDEE LANE AREA 3 44 C2.36 ABERDEEN DRIVE TO DUNDEE LANE AREA 3 STREET MAINTENANCE: GLENN WAY 45 C2.37 BRAGATO ROAD TO TAYLOR WAY AREA 3 46 C2.38 BRAGATO ROAD TO TAYLOR WAY AREA 3 STREET MAINTENANCE: GLENWOOD STREET 47 C2.39 CHESTNUT STREET TO MANZANITA AVENUE AREA 3 STREET MAINTENANCE: GREENWOOD AVENUE 48 C2.40 EL CAMINO REAL TO ELM STREET AREA 4 49 C2.41 EL CAMINO REAL TO ELM STREET AREA 4 STREET MAINTENANCE: HARTFORD AVENUE 50 C2.42 BUCKLAND AVENUE TO SHELFORD AVENUE AREA 1 51 C2.43 BUCKLAND AVENUE TO SHELFORD AVENUE AREA 1

ARROYO AVENUE

SAN CARLOS AVENUE
ST FRANCIS WAY SEQUOIA COURT DARTMOUTH AVENUE BUCKLAND AVENUE HARTFORD AVENUE WELLINGTON DRIVE BEVERLY DRIVE WINDSOR DRIVE DEVONSHIRE BOULEVARD 1 ELSTON COURT DUNDEE LANE GLASGOW LANE MADERA AVENUE UPLAND AVENUE VISTA DEL GRANDE SYCAMORE STREET GLENWOOD STREETELM STREET GLENN WAY SPRING STREET BAYPORT AVENUE MORSE BOULEVARD KNOLL DRIVE 1 WOODLAND AVENUE GREENWOOD AVENUE HOWARD AVENUE 2 BAYSIDE BOULEVARD WHITE OAK WAY ALBERTA AVENUE STANFORD LANE EL SERENO DRIVE DE ANZA AVENUE LEMOORE DRIVE RAYMOND COURT PORTOFINO COURT CABOT COURT DRAKE COURT TRAMANTO DRIVE DAYTON AVENUE AREA 1 AREA 3 AREA 4 AREA 2 AREA 5 ADAM COURT CHESTNUT STREET WALNUT STREET 1 SOMERSET COURT ARROYO AVENUE THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MANZANITA AVENUE

CEDAR STREET

CHESTNUT STREET

MANOR DRIVE

ALAMEDA DE LAS PULGAS

CORONADO AVENUE

BUCKLAND AVENUE

DARTMOUTH AVENUE

SHELFORD AVENUE

EXBOURNE AVENUE

NORTHAM AVENUE

SHELFORD AVENUE

BUCKLAND AVENUE

HILLCREST ROAD VISTA AVENUE

SAN CARLOS AVENUE UPLAND AVENUE

SHELFORD AVENUE

WELLINGTON DRIVE

MOLTON AVENUE

SAN CARLOS AVENUE

EXETER AVENUE

PLYMOUTH AVENUE

SEQUOIA COURT

SAN CARLOS AVENUE

FAY AVENUE

WINDSOR DRIVE

DEVONSHIRE BOULEVARD

BAYVIEW DRIVE

CLUB DRIVE

BEVERLY DRIVE

HULL DRIVE

CLUB DRIVE

BEVERLY DRIVE

DOLTON AVENUE

CLIFTON AVENUE

BAYVIEW DRIVE

LYNTON AVENUE

WELLINGTON DRIVE

HARTFORD AVENUE

SHRATTON AVENUE

MADERA AVENUE

CARMELITA DRIVE

DALE AVENUE

SYCAMORE STREET

GLENWOOD STREET

VALLEY ROAD

CEDAR STREET

PORTOFINO COURT

DARTMOUTH AVENUE

DEVONSHIRE BOULEVARD
ELSTON COURT 64 63 21 22 50 51 17 18 77 78 78 32 31 30 29 82 5857 59 72 69 68 39 47 70 41 40 30 31 79 69 70 58 22 23 23 16 15 ADAM COURT 08

ALMA STREET
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

GLASGOW LANE

ABERDEEN DRIVE

DUNDEE LANE

HEWITT DRIVE

MELENDY DRIVE

BRITTAN AVENUE

CRESTVIEW DRIVE

LESLIE DRIVE

REGENT COURT

CABOT COURT

BRITTAN AVENUE

LESLIE COURT

PORTOFINO DRIVE MELENDY DRIVE

TRAMANTO DRIVE

BRITTAN AVENUE

LA MESA DRIVE

EDMOND DRIVE

MEDENLY DRIVE

CRESTVIEW DRIVE

LA MESA DRIVE

GREENBRIER ROAD

DRAKE COURT

PORTO MARINO LAND

PORTOFINO COURT

EATON AVENUE

MAPLE WAY

DE ANZA AVE
ELSTON COURT 35 44 42 27 41 40 71 61 34 33 19 43 65

SOMERSET COURT
SAN MIGUEL WAY 27 26
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

TAYLOR WAY BRAGATO ROAD

MANZANITA AVENUE

CEDAR STREET

CHESTNUT STREET

SPRING STREET ELM STREET

MAGNOLIA AVENUE

CORDILLERAS AVENUE

GLASGOW LANE

ABERDEEN DRIVE

DUNDEE LANE

MANOR DRIVE

VISTA DEL GRANDE

ALAMEDA DE LAS PULGAS

CORONADO AVENUE

BUCKLAND AVENUE

DARTMOUTH AVENUE NORTHAM AVENUE

SHELFORD AVENUE

HILLCREST ROAD VISTA AVENUE

SAN CARLOS AVENUE UPLAND AVENUE

SHELFORD AVENUE

WELLINGTON DRIVE

MOLTON AVENUE

SAN CARLOS AVENUE

EXETER AVENUE

PLYMOUTH AVENUE

SAN CARLOS AVENUE

FAY AVENUE

WINDSOR DRIVE

CLUB DRIVE

BEVERLY DRIVE

HULL DRIVE

OAK STREET

TAMARACK AVENUE

CLUB DRIVE

BEVERLY DRIVE

CLIFTON AVENUE

BAYVIEW DRIVE

MADERA AVENUE

MEDENLY DRIVE

CARMELITA DRIVE

DALE AVENUE

SYCAMORE STREET

GLENWOOD STREET

VALLEY ROAD

CHESTNUT STREET

ELM STREET

LAUREL STREET

EL CAMINO REAL

WALNUT STREET

LAUREL STREET

GLENN WAY NORTHWOOD DRIVE RIVERTON DRIVE INVERNESS DRIVE SYLVAN DRIVE SPRINGFIELD DRIVEHOLLY STREET

CEDAR STREET HALL STREET TERMINAL WAY

EI CAMINO REAL

CHERRY STREET

ELM STREETOLIVE STREET

SAN CARLOS AVENUE

ELIZABETH STREET

WALNUT STREET

LAUREL STREET

BAYPORT AVE

DEVONSHIRE BOULEVARD
ELSTON COURT 18 77 78 78 32 82 58 57 59 59 7374 35 44 43 42 72 69 68 66 37 38 39 47 4546 70 54 13 41 40 79 43 69 70 38 58

WALNUT STREET
LAUREL STREET 22 23 16 15
ALMA STREET 757676
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

CORDILLERAS AVENUE

GLASGOW LANE

ABERDEEN DRIVE

DUNDEE LANE

VISTA DEL GRANDE

ALAMEDA DE LAS PULGAS

HEWITT DRIVE

CORONADO AVENUE

VISTA AVENUE

SAN CARLOS AVENUE UPLAND AVENUE

TAMARACK AVENUE

MADERA AVENUE

MEDENLY DRIVE

CARMELITA DRIVE

DALE AVENUE HALL STREET TERMINAL WAY

EI CAMINO REAL

CHESTNUT ST CHERRY STREET

ELM STREETOLIVE STREET

ARROYO AVENUE BRITTAN AVENUE MORSE BOULEVARD

WALNUT STREET

ELM STREET

LAUREL STREET

INDUSTRIAL ROAD

EI CAMINO REAL

SAN CARLOS AVENUE

OLD COUNTRY ROAD

ARROYO AVENUE

WOODLANS AVE

TAMARACK AVENUE

ORANGE AVENUE

CORDILLERAS AVENUE

ORANGE AVENUE

CEDAR STREET

HOWARD AVENUE

DAYTON AVENUE BRITTAN AVENUE BELLE AVENUE

GREENWOOD AVENUE

ELIZABETH STREET BRITTAN AVENUE BIRCH AVENUE

WALNUT STREET

LAUREL STREET

ELM STREET
HOWARD AVENUE 1

HOWARD AVENUE

BAYPORT AVE BELMONT AVENUE

ORANGE AVENUE

WALNUT STREET
ELSTON COURT 58 59 59 7374 35 44 43 42 70 2524 5554 83 60 13 49 48 53 53 52 41 40 43 70 58

WALNUT STREET
LAUREL STREET 20

ALMA STREET
SAN MIGUEL WAY757676 AMERICAN STREET 27 26 ARROYO AVENUE 11 12

KNOLL DRIVE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

BAYPORT AVENUE

OLD COUNTRY ROAD

CORDILLERAS AVENUE

HOWARD AVENUE GREENWOOD AVENUE
HOWARD AVENUE 1

HOWARD AVENUE ALBERTA AVENUE

PARK AVENUE

CEDAR STREET CENTER STREET WASHINGTON STREET

LEMOORE DRIVE

VICTORIA MANOR

EATON AVENUE

MAPLE WAY

ALAMEDA DE LAS PULGAS

EATON VILLA CENTRAL AVENUE BELMONT AVENUE

WHITE OAK WAY

FAIRMONT AVENUE

CEDAR STREET

ORANGE AVENUE

WALNUT STREET

ELM STREET

GOVER LANE

CHESTNUT STREET

EMERALD AVENUE

GARNET AVENUE

ALAMEDA DE LAS PULGAS

RUBY AVENUE

PEARL AVENUE

EATON AVENUE

WALNUT STREET

ELM STREET

MAPLE WAY

TIMOTHY DRIVE

CLIFFORD AVENUE

RAYMOND CT

DE ANZA AVE

ST FRANCIS WAY

PARK AVENUE

EL SERENO DR

WHITE OAK WAY

BAYSIDE BLVD
STANFORD ST 25 48 53 53 52 56 62 27 28 10 10 36 67 81 80 14 09 ST FRANCIS WAY

CAMELOT CT

LAUREL STREET AMERICAN STREET
FRANCES LN 27 26
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS 38 37 10 50 55 9075 31 S1 1 2 LIP
21' LIP 1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

ALBERTA AVENUE

PEARL AVENUE
12345678910111213141516171819222324252627282930313233
5'
11'
17'
11'
11' 3' 6'
14'
10'
4' 4' 5' 10' 10' 5' 5' 5' 5' 12' 4' 11' 4' 11' 4' 12' 10' 20' 5' 4' 8' 4' 4' 4' 5' 7'
8'
7'
35' CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. 12 S4 S4 S1 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2.

A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. TREATMENT LIMITS 25 24
23 22
19 18
17 16
15 14
SS
SS
SS
SS 219 211 201 200 435 178 185 179 167 218 212 172 166 154 S4 S4 S2 S2 S1 2 28' LIP LIP
29' LIP LIP
33 32 31 29 30 28
27 26
SD
SD
SD
SS
SS
SS
SS
G 107 154 142 136 130 124 118 112 100 1750 151 149 143 137 131 125 121 113 S2 S3 S1 29' LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MATCH LINE
STA 21+50 SEE BELOW

PARK AVENUE

ALBERTA AVENUE

ALBERTA AVENUE
CEDAR STREET TREATMENT LIMITS TREATMENT LIMITS 5' 26' 4' 4' 14' 19'
26'
6'
65'
15'
6' 5' 12'20' 6' 7' 8' 5' 12' 18' 4' 7' 14'
4'
4'
25'
6'
24'
4'
17'
11'
7'
4' 4' 14' 14' 4' 3' 4' 11' 4' 15' 5' 6' 4' 5' 7' 7' 4'
17'
6' 12' 32 LF TREATMENT LIMITS
946 2089 959 1 S1 S1 S1
28'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SD SD 958 S1 S2 S4
28' S3 S4 S4 S4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

HALL STREET

BAYPORT AVENUE
TERMINAL WAY SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 14.00 EA 1.00 EA 1.00 LF 30.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 55.00 353.00 818.00 SUBTOTAL AREA (SF) 1,226.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 123 TREATMENT LIMITS15' 4' 4' 16' 6' 10' 4' 13' 2' 4' 7' 16' 9' 39' 4'5' 28' 5' 5' 9' 7' 22' 12' S3 S3 S4 S4 14 LF BEGIN BEGIN END END 4' 36' 4' TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD
SS
SS
SS 903 907 902 905 1480 1420 1400 906 S1 S1 S1 S1 S1 S3 S2 1 2 3 54' EX EP EX EP EX EP EX EP 40'
54' S1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

WASHINGTON STREET
CENTER STREET SIGNING & STRIPING NOTES INSTALL 4" WHITE PAVEMENT MARKING. INSTALL WHITE THERMOPLASTIC "NO PARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24E. INSTALL 4" YELLOW PAVEMENT MARKING. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 937.00 EA 1.00 LF 47.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 1,614.00 290.00 645.00 SUBTOTAL AREA (SF) 2,549.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 123 TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 28' 9' 9' 20' 3' 22' 2' 68' 8' 22' 80' 6' 13' 26' 6' 20' 5' 8' 13' 43' S3 S3 (14 LF @ 9 LF O.C.) (TYP.) (14 LF @ 9 LF O.C.) (TYP.) (14 LF @ 9 LF O.C.) (TYP.) (15 LF @ 9 LF O.C.) (TYP.) (14 LF @ 9 LF O.C.) (TYP.) 12' 6' 12' 17' 6' 13' 15' 15' 14' 2' 2' 14' 5' 5' 5' 14' 14' 14' AMERICAN STREET LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SS SS SS SS SS 157 149 145 143 141 137 129 149 144 140 136 132 128 S2 S1 S5 1 2 3 28' LIPLIP THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS SS SS
S
SS 125 123 121 117 113 111 126 124 120 116 112 107 105 333 108 106 104 100 32 S3 S4 S4 S4 S4 1 4
5 6
7 8 30' LIPLIP
1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.9 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\67 BUCKLAND AVENUE.DWG 17 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:12 PM BUCKLAND AVENUE 10+00 TO 15+00 MATCH LINE STA 15+00 SEE SHEET C2.10 10 BUCKLAND AVENUE 10+00 TO 15+00 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 BUCKLAND AVENUESIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 16.00 EA 1.00 EA 1.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 346.00 164.00 16.00 141.00 36.00 24.00 137.00 16.00 216.00 95.00 508.00 25.00 315.00 SUBTOTAL AREA (SF) 2,039.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 SHELFORD AVENUE TREATMENT LIMITS 16 LF 123456789101112 4' 26' 14' 48'32' 16' 3' 24' 3' 4' 7' 4' 4' 10' 10' 6' 6' 6' 4' 4' 8' 4' 6' 4' 27' 13' 4' 4' 4' 5' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 13 SS SS
SS 15 980 60 59 1005 965 975 985 995 955 S3 9 10 11 12 13 28' LIP LIP LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

DARTMOUTH AVENUE
BUCKLAND AVENUE BUCKLAND AVENUE TREATMENT LIMITS TREATMENT LIMITS 4' 9' 9' 2' 2' 45' 45' 4' 9' 13' 8' 56' 46' 6' 10' 14' 5' 5' 7' 45' STA 26+50 SEE SHEET C2.15 FOR CONTINUATION TREATMENT LIMITS SS SS SS FA 3301 820 830 840 860 870 895 865 855 835 815 805 3291 S1 S1 1 2 3 4 5 34' LIP LIP THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA MJA C2.11 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\69 CABOT COURT.DWG 19 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:12 PM CABOT COURT 10+25 TO 15+60 SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES S1 EA 2.00 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 23.00 20.00 64.00 16.00 SUBTOTAL AREA (SF) 123.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1 1234 10 CABOT COURT STA 10+25 TO 15+60 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 CABOT COURT 4' 6' 5' 4' 8' 8' 4' 4' 6' 7' TREATMENT LIMITS LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 945 955 965 975 1001

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GAS
GAS
GAS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 1 2 3 4S1 S1 S3 S1 S3 S1 S2 S2 S2 S2 EP 97' LIP S4 S4 S4 S4 S4 S4 2 3 3 S6 3 S5 3 S5 S5 S5 S4 S4 S4 S4 2 S6 1 3 S7 S7 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.12 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\19 CHESTNUT STREET.DWG 20 of 86 PLOTTED BY: RYAN BOYER4/2/2025 4:32 PMCHESTNUT STREET 15+88 TO 18+21 CHESTNUT STREET STA 15+88 TO 18+21 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 CHESTNUT STREET 10' 11'8' 8' 6' 12' 15' 6' 8' 15' 8' 15' (18 LF @ 8.5 LF O.C.) (TYP.) (18 LF @ 8.5 LF O.C.) (TYP.) (18 LF @ 8.5 LF O.C.) (TYP.) (18 LF @ 8.5 LF O.C.) (TYP.) 18' END BEGIN BEGIN BEGIN ENDEND TREATMENT LIMITS END BEGIN END BEGIN BEGIN BEGIN END END 5' (TYP.) BEGIN END 22' SIGNING & STRIPING NOTES INSTALL 4" WHITE THERMOPLASTIC PARKING STRIPING PER CALTRANS STANDARD PLAN A90A. INSTALL INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) MARKING PER CALTRANS STANDARD PLAN A24C. INSTALL WHITE THERMOPLASTIC "NO PARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24E. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. REPAINT BLUE CURB WITH "SC★PD" STENCILED IN WHITE. INSTALL 4" WHITE AND BLUE THERMOPLASTIC PARKING STALL PER CALTRANS STANDARD PLAN A90A. REPAINT WHITE CURB WITH "LOADING ZONE" STENCILED IN BLACK. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 504.00 EA 4.00 EA 2.00 LF 295.00 LF 20.00 EA 2.00 LF 60.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 174.00 72.00 90.00 110.00 SUBTOTAL AREA (SF) 446.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS AFTER COLD PLANE OPERATIONS ARE COMPLETE AND PRIOR TO PAVING. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 123 CRACK SEAL + SLURRY SEAL XX S3 S3 CONSTRUCTION NOTES COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL. REMOVE AND REPLACE RUBBER SPEED BUMP IN-KIND. PROTECT-IN-PLACE CONCRETE WHEEL STOP. 1 S4S5 S4S5 S6 S6 23 S7 S7 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. PAVEMENT MAINTENANCE & REPAIR EXTENTS. 4-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. 4 SS
SS
SS 307 311 333 345 357 371 381 387 5 9 13 17 21 25 29 379 S21 A 2 3 4 5 6 24' LIP LIP LIP LIP S1 S3 S3 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SS
S
S
S 27 270 278 281
2 3 307 311
2 5 S1 S2
6 8
9 7
24'
22' LIP LIP LIP LIP
S3
S3 S3 S3 S3 S3
SS
S
S
1 5
9 15 19 250 27
S1
10 11
22' LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

DARTMOUTH AVENUE

COTTAGE LANE

DARTMOUTH AVENUE TREATMENT LIMITS
5'
14'
10'
25'
4'
12'8'
6'
6'
7'
6'
5'
18'
18'
10'
4'
4'
4'
4'
4' 35 LF TREATMENT LIMITS 10
0 20 40 1:20 FEET 100 20 40 1:20 FEET BEGIN END END BEGIN SS
SS
1 7
9 15 19 184 192
1 158 152 119 S1
10 11
12 13
20' LIP LIP
20'
SS
SS
SS 60 59 1005 995 70 80 90
1 111 107 89 79 69
14 15
16 17
28' LIP LIP
20'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NORTHAM AVENUE

DARTMOUTH AVENUE

BUCKLAND AVENUE TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 13'
5'
8'
24'
5'
5'
8'
5'
5' 2'
4'
39' 4' 4'
22'
4' 10' 7'
28'
12'
6'
7'
9'
24'
4' 4'
8'
4' 4' 8'
16' STA 18+25 SEE SHEET C2.10 FOR CONTINUATION
SD
SD SS SS SS SS S S S S S SS 2252 2238 2190 2180 2209 2201 1110 1112 1116 1120 1124 1130 1101 1109 1113 1115 1117 1125 1133 2133 1 2 30' LIP LIP S2 S3 S1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.16 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\76 DAYTON AVENUE.DWG 24 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:12 PMDAYTON AVENUE 10+00 TO 14+75 MATCH LINE STA 14+75
SEE SHEET C2.17 10 DAYTON AVENUE STA 10+00 TO 14+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 DAYTON AVENUE BRITTAN AVENUE SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 21 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. REPAINT WHITE CURB. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 83.00 EA 2.00 EA 5.00 LF 95.00 LF 105.00 LF 74.00 LF 55.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 180.00 770.00 127.00 81.00 98.00 48.00 379.00 92.00 SUBTOTAL AREA (SF) 1,775.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 S5 S5 15 LF TREATMENT LIMITS 12345678 10' 18' 6' 86' 125' 5' 4' 5' 35' 6' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX S6 S6 S7 S7 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD SS
S SS SS 2304 2305 1200 1250 100 55 37 1201 1251 2272 2273 3 4
5 6
7 8 30' LIP LIP LIPLIP S1 S2 S3 S1 S3 S4 S5 S4 S4 S3 S1 S1 S3 S6 S6 S6 S6 S6 S6 S6 S6 S7 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

WILDWOOD AVENUE TREATMENT LIMITS
HOWARD AVENUE TREATMENT LIMITS TREATMENT LIMITS 45 LF 19 LF 48 LF 18 LF BEGIN END BEGIN BEGINBEGIN END END END 55 LF DAYTON AVENUE SS
SD G 2694 602 2664 510 570 509 511 515 609 601 610 711 1 1 2 3 4 1 28' S2 LIPLIP THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.18 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\78 DE ANZA AVENUE.DWG 26 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:12 PMDE ANZA AVENUE 10+00 TO 15+25 MATCH LINE STA 15+25
SEE SHEET C2.19 10 DE ANZA AVENUE STA 10+00 TO 15+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 18.00 EA 3.00 EA 1.00 LF 50.00 LF 10.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 1,782.00 288.00 175.00 803.00 120.00 96.00 352.00 496.00 489.00 144.00 56.00 557.00 32.00 36.00 360.00 28.00 77.00 137.00 SUBTOTAL AREA (SF) 6,028.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 123456789 S5 S5 TREATMENT LIMITS LA BARTHE LANE THORNHILL DRIVE ALDERLEE WAY TERRACE ROAD HOWARD AVENUE LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX TREATMENT LIMITS 101112131415161718 39' 94' 8' 59' 25' 7' 24' 12' 42' 5' 28' 15' 110' 5' 13' 13' 13' 5' 10' 5' 13' 27' 10' 24' 8' DE ANZA AVENUE GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD
SS SD
SD SS 375
2 1 353 343 331 16 380 378 368 366 364 358 352 348 338 328 15 14 13 12 11 10 8 9
9 28' S2 LIP LIP LIP
SS
SS SS SD SD SD 401 379 398 392 388 384 380
442
434
418
410
402
419
7 451
431 SD
4 5
6 7
8 27'
28' S2 LIP LIP LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MAPLE WAY
ROBIN WAY DE ANZA AVENUE TREATMENT LIMITS DE ANZA AVENUE 10' 6' 3' 43' 10' 10' 2' 22' 1' 34' 11' 5' 68' 63' 11' 7' 24' 32' 4' 4' 30' 5' 4' 4'

HOWARD AVENUE
SD
SS SS
SS SS SS SD 15 321 315 309 115 105 12 324 318 308 1450 304 300 1583 96 17 18 16 28' S3 S1 S4 S5 S5 LIPLIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

EATON VILLA
ALAMEDA DE LAS PULGAS 50 LF 18 LFTREATMENT LIMITS TREATMENT LIMITS 4' 7' 7' 11' 4' 38' 30' BEGIN END SD
SS
SS SS 407 390 378 372 385 385 371 225 S1 1 2
17' EPEP 16' 20' S1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SD
SD 332 324 316 324 316 308 300
6 7
8 9
15' EPEP S1
SS
SS
SS
SS 360 340 328 371 353 347 345 357 332
6 3
4 5
16' EPEP
16' S1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

DEVONSHIRE BOULEVARD
4'
26'
4'
12'
4'
14' 4' 6'
4'
20'
5'
4'
4'
26'
SD
SD
SS 256 252 248 216 208 210 261 253 249 243 233 227
26' LIPLIP
30'
32'
LIP
LIP S1
SS
SS
SD
SD
SS
SS 310 294 290 278 291 287 283 279 275 267 12
10 11 13
1 1
1 16' EPEP LIP LIP
30' LIP EP
30'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SEE BELOW
MATCH LINE STA 24+50 SEE SHEET C2.22 10 DEVONSHIRE BOULEVARD 1 STA 30+00 TO 35+50 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 DEVONSHIRE BOULEVARD

HIDDEN VALLEY DRIVE TREATMENT LIMITS
5'
24'
37'
13'
3'
8'
16'
12'
13'
17'
4'
4' 30' 9' 4' 4'

DEVONSHIRE CIRCLE

HYDE PARK AVENUE DEVONSHIRE BOULEVARD
SD
G SS SS 208 206 204 200 16 233 227 223 219 215 209 205 102 16 14 15 16 32' LIPLIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.25 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\84 DRAKE COURT.DWG 33 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:13 PM DRAKE COURT 10+00 TO 15+25 MATCH LINE STA 15+25 SEE SHEET C2.26 10 DRAKE COURT STA 10+00 TO 15+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 DRAKE COURT BRITTAN AVENUE SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 23.00 EA 2.00 EA 1.00 LF 50.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 371.00 272.00 747.00 103.00 128.00 80.00 388.00 132.00 385.00 627.00 32.00 36.00 32.00 30.00 68.00 77.00 28.00 72.00 20.00 24.00 SUBTOTAL AREA (SF) 3,652.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 TREATMENT LIMITS23 LF50 LF 1234567891011121314151617181920 6' 27' 18' 10' 25' 17' 13'7' 19' 8' 8' 9' 15' 37' 23' 25' 7' 15' 8' 16' 8' 10' 6' 20' 13' 10' 13' 13' 43' 6' 4' 13' 6' 15' 11' 7' 16' 22' 19' 5' 6' 22' 38' 20' 4' 11' 4' 9' 8' 4' 6' 5' 8' 13' 9' 4' 4' 4' CONSTRUCTION NOTES LOWER & RESTORE TO GRADE SEWER MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. 1 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD
SS
SS 1045 1030 1035 1025 1020 1010 1015 1005 1000 S2 18 17 19 16 20 33' LIPLIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

GLASGOW LANE
ABERDEEN DRIVE SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 3.00 LF 40.00 S1 STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1 TREATMENT LIMITS S2 S2 TREATMENT LIMITS BEGIN END LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD SS SS
SS
S G 1464 1 1700 34 2 5 7 9 6 8 10 12 14' 6 1 2 3 4 5 78 9 10 12' EPEP 30' 16' S1 MJA PBB MJA 04/04/2025 C2.28 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\87 EL SERENO DRIVE.DWG 36 of 86 PLOTTED BY: RYAN BOYER4/2/2025 11:49 AMEL SERENO DRIVE 11+00 TO 15+85 10 EL SERENO DRIVE STA 11+00 TO 15+85 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 60.00 402.00 287.00 90.00 40.00 444.00 422.00 311.00 170.00 494.00 SUBTOTAL AREA (SF) 2,720.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS.

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 EL SERENO DRIVE 2345678910 7' 51' 51' 1' 3' 10' 10' 5' 7' 41' 9' 10' 4' 10' 8' 23' 37' 9' 14' 17' 6' 60'63' 4' 4' 20' 17' 16' 23' 8' 20' 14' 35' 35' 14' TREATMENT LIMITS ST FRANCIS WAY ELM STREET 1 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES S1 EA 1.00 STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SS
SS 9590 170 180 154 144 128 112 100 101 135 147 159 171 179 191 S2 S1 1 2 3 S5 S5 S5 S5 S5 S5 28' LIP S5 S5 S5 S5 LIP THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SS
SS 303 311 315 319 323 322 314 304 300 280 256 180 191 257 271 S3 S4 6 4
5 7
S5
S5
S5 S5 S5 S5 S5 S5 S5
28' LIP LIP LIP
26'
S
SS
S 323 329 337 347 355 371 379 387 401 400 388 380 372 360 340 326 S3 11 7 8
9 10 12 13
26'
14 LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OAK STREET
MATCH LINE STA 26+00
SEE SHEET C2.31
MATCH LINE STA 20+50 SEE ABOVE 10 ELM STREET PLAN STA 15+50 TO 20+50 0 20 40 1:20 FEET
ELM STREET PLAN VIEW SCALE = 1:20
ELM STREET 22' 7' 18'
19'
26'
4'
4'
4'
43'
3'
8'
4'
35'
7'
23'
5'
22'
5'
8'
4'
38'
6' 20' 4' 15' 2' 2' 77' 42' 6' 16' 4' 4' 4' 4' 65' 4' 23' BEGIN BEGIN BEGIN END END END TREATMENT LIMITS SS
SS
SS
SS 401 1334 1344 1345 1360 504 1413 1400 424 420 408 400 S1 S2 13 14 19 15 17 18 20 21 16 27' LIP LIP 17' 28' THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MAGNOLIA AVENUE
ELM STREET PLAN VIEW SCALE = 1:20 20 LF TREATMENT LIMITS 5' 4' 7' 4' 9' 17' 128' 8' 49' 7' 19' 30'
12' 6' 26'
12' 4' 15' 9' 13' 7' TREATMENT LIMITS
SS
SS 20 34 28 40 46 41 35 29 23 3 1 2 4 5 6 7 8
16' LIPLIP LIPLIP 1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

CORONADO AVENUE

COLEMAN COURT
SD SS SS 109 101 105 109 113 117 201 100 104 108 120 124 S2 S3 S4 S4 34' LIP LIP S1 S5 S4 S4
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SD
SD
SS
SS
SS
SS 117121125 129 133 137 141 145 149 153 157 161 128 132 136 140 S3 34' LIP LIP
SS 161 165 169 173 177 181 185 189 144 148 156 160 164 168 172 S3 1 S4 S4
34' LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

ADDRESSED TO ALLOW

SUFFICIENT DRAINAGE
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.37 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\96 GLENN WAY.DWG 45 of 86 PLOTTED BY: RYAN BOYER 4/1/2025 12:12 PM GLENN WAY 10+00 TO 15+00 MATCH LINE STA 15+00
SEE SHEET C2.38 10 GLENN WAY PLAN STA 10+00 TO 15+00 0 20 40 1:20 FEETBRAGATO ROAD GLENN WAY PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 3.00 EA 2.00 LF 52.00 LF 86.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 24.00 96.00 44.00 24.00 48.00 80.00 428.00 150.00 80.00 1,812.00 SUBTOTAL AREA (SF) 2,786.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 TREATMENT LIMITS 12345678910 6' 4' 24' 4' 11' 4' S3 S3 24 LF S4 S4 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX BEGIN CONSTRUCTION NOTES LOWER & RESTORE TO GRADE WATER VALVE BOX. REMOVE & REPLACE CURB AND GUTTER (MATCH EXISTING GRADE). SEE CURB & GUTTER DETAIL NO. 6 ON SHEET C7.0. 1 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 2 BEGIN SS
SS 595 620 161 195 120 131 S2 S1 S3
4 5
6 7
8 9 10 S4 S4S4 S4
32' LIP S4
1 2 LIP EX PONDING AREA TO BE

ADDRESSED TO ALLOW

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.39 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\98 GLENWOOD STREET.DWG 47 of 86 PLOTTED BY: RYAN BOYER4/3/2025 8:46 AMGLENWOOD STREET 10+00 TO 16+75 10 GLENWOOD STREET STA 10+00 TO 16+75 0 20 40 1:20 FEET MANZANITA AVENUE CEDAR STREET GLENWOOD STREET PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC “AHEAD” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC "TYPE IV (R) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL 6" WHITE THERMOPLASTIC DIAGONAL PAVEMENT STRIPING PER DETAIL 27B OF CALTRANS STANDARD PLAN A20B. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK PER CALTRANS STANDARD PLAN A24F. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 2.00 EA 1.00 EA 1.00 LF 236.00 LF 98.00 LF 64.00 S1S2 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 72.00 100.00 SUBTOTAL AREA (SF) 172.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2 CHESTNUT STREET MANZANITA AVENUE TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 4' 4' 25' 22' 40 LF 58 LF 12 S3S4S5 S3S4S5 236 LF LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX S6 S6 BEGIN END GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

G SS SS SS SSSS 1200 1151 1175 1201 1217 1202 1225 1188 1150 1174 1199 1197 1198 1224 S4 S3 S4 S2 S4 S2 S3 S5 S5 1 S6 S6 S6 S6 S6 S6 S6 S6 S7 25' LIP LIP LIP LIP LIP LIP S1 S6 S6 S6 S6
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

LAUREL STREET
EI CAMINO REAL PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC "TYPE IV (R) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. REPAINT GREEN CURB WITH "SC★PD" STENCILED IN WHITE. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 27.00 LF 111.00 EA 3.00 EA 4.00 EA 2.00 LF 144.00 LF 65.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 119.00 42.00 SUBTOTAL AREA (SF) 161.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 S5 S5 13 LF TREATMENT LIMITS TREATMENT LIMITS TREATMENT LIMITS 55 LF 56 LF TREATMENT LIMITS 5' 7'3'1' 4' 3' 4' 7' 9' 14' 12 S6S7 S6S7 BEGIN END END END END BEGIN BEGIN BEGIN BEGIN LEGEND APPROXIMATE CALTRANS RIGHT OF WAY. APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GREENWOOD AVENUE BEGIN BEGIN ENDEND GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. APPROXIMATE CALTRANS R/W (TYP.)TREATMENT LIMITS SS SS SS SS SS 1251 1263 1277 1301 1309 1323 1343 1369 1200 1195 1352 1310 1320 1188 1236 1248 1260 S3 S4 S1 2 S7 S6 S6 25' LIPLIP LIP S6 S6 S6 S6 S6 S6
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

WALNUT STREET
ELM STREET PLAN VIEW SCALE = 1:20 TREATMENT LIMITS TREATMENT LIMITS 14 LF GREENWOOD AVENUE 6' 7' BEGIN END END END ENDEND BEGIN BEGIN BEGIN SS
SS
SS
SS 785 5 15 25 35 45 55 815 20 30 40 S1 1 2 3 4 5 28' LIP LIP 28' 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS SS
SS 55 65 75 85 95 50 60 70 80 90
6 7
8 28' LIPLIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 10 0 20 40 1:20 FEET SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 6" WHITE THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 9 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC "SHARROW SYMBOL MARKING" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC "TYPE VII (L) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL WHITE THERMOPLASTIC "TYPE VII (R) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL 8" WHITE THERMOPLASTIC CENTERLINE LINE STRIPING PER DETAIL 38 OF CALTRANS STANDARD PLAN A20D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 29 OF CALTRANS STANDARD PLAN A20B. INSTALL WHITE THERMOPLASTIC "TYPE IV (L) ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 32 OF CALTRANS STANDARD PLAN A20B. INSTALL WHITE THERMOPLASTIC "TYPE VIII ARROW" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24A. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 5.00 LF 294.00 LF 2,236.00 EA 9.00 EA 1.00 EA 1.00 LF 334.00 LF 954.00 LF 130.00 EA 4.00 LF 388.00 EA 2.00 LF 490.00 S1S2S3S4S6S9 S10 S7 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 144.00 20.00 144.00 SUBTOTAL AREA (SF) 308.00 S7S8 S10 S9 S8 S11 S1S2S3S4S6 S11 S12 S12 S5 S5 123 TREATMENT LIMITS S13 REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. S13 MJA PBB MJA 04/04/2025 C2.44 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\103 HOWARD AVENUE 2.DWG 52 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:06 PM HOWARD AVENUE 2 10+00 TO 15+75 MATCH LINE STA 15+25
SEE SHEET C2.45 HOWARD AVENUE 2 STA 10+00 TO 15+75 PLAN VIEW SCALE = 1:20 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION.

OLD COUNTRY ROAD 93 LF 113 LF 359 LF 455 LF 130 LF 110 LF 128 LF 226 LF END BEGIN BEGIN 102 LF66 LF 57 LF 69 LF HOWARD AVENUE LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SS SS 1320 S4 S4 S4 S4 S3 S1 S1 S3 S3 S8 S3 S8 S11
1 2 3 S13
48' LIP LIP LIP S1
SD
SD SS SS S4 S4 S1 S2 S3 S3 S7 S8 S10 S10 S12 S12
38' LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

BAYPORT AVENUE
INDUSTRIAL ROAD PLAN VIEW SCALE = 1:20 162 LF 200 LF 119 LF 200 LF 297 LF 306 LF 277 LF 289 LF 142 LF 131 LF 179 LF TREATMENT LIMITS TREATMENT LIMITS 31' 4' 5' 4' 36' 4' END HOWARD AVENUE HOWARD AVENUE 305 LF SS SS 1877 845 853 854 848 836 818 S2 S1 3 2 1 4 5
18' LIP EP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SS 873 875 895 1965 1971 1977 1983 890 866 878 854
7 8
6 16' LIP EP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.48 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\110 LEMOORE DRIVE.DWG 56 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:06 PMLEMOORE DRIVE 10+24 TO 15+60 LEMOORE DRIVE STA 10+24 TO 15+60 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. INSTALL WHITE THERMOPLASTIC “SLOW” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC “SCHOOL” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC “XING” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 2.00 LF 61.00 EA 1.00 EA 1.00 EA 1.00 LF 58.00 EA 1.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 127.00 32.00 127.00 SUBTOTAL AREA (SF) 286.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 S5 S5 123 TREATMENT LIMITS 61 LF 32' 4' 8' 4' TREATMENT LIMITS S6 S6 END BEGIN LEMOORE DRIVE TIMOTHY DRIVE S7 S7 5' 28' 32' 2' 3' 69' 65' 5' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX BEGIN BEGIN BEGIN BEGIN BEGINEND END END END END GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SD
SS
SS
SS
SS
SS 145 149 165 167 171 201 207 151 174 168 162 150 200 166 158 S2 S1 1 LIPEP 19'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SS 120 140 121 125 129 133 135 139 145 2 LIP
18' EP
SS
SS
SS 71 77 15 76 80 84 92 94 98 102 106 112 116 120 10
4 S2
3 4
5 LIPLIP
18'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

VISTA DEL GRANDE
7'
17' 20'
4'
24'
4'
20'
7' TREATMENT LIMITS
SS
SS 39 53 57 61 71 42 46 50 54 58 62 68 72 76 49
9 4
5 6
7 8
10 11
SD
SS
SS
SS
SS 200
7 11 15 17 21 27 31 12 18 26 30 40
3 S1 S4 S2 12 13 14 15 16 17
20' LIP LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

LAUREL STREET
APPROXIMATE CALTRANS R/W (TYP.) GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. TREATMENT LIMITS 19 LF 5 3 1
7 8
6 4
2 10 LIP LIP
27'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS 251 250 244238 237 11 17 22 18 12 S1 1 LIP 26' LIP 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS SS 38 37 10 26 23 22 14 20 31 X X X X X X S1 1 LIP 22' LIP THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS S SS
SS 3101 3110 3025 325 820 840 870 890 895 885 865 855 855 S1 4 1 2 3 5 6 7 S3 LIP 34' LIP S2 S3 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.57 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\120 SOMERSET COURT.DWG 65 of 86 PLOTTED BY: RYAN BOYER 3/25/2025 10:07 PM SOMERSET COURT 10+00 TO 14+36 10 SOMERSET COURT STA 10+00 TO 14+36 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SOMERSET COURT SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 19.00 EA 1.00 EA 2.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 148.00 48.00 30.00 28.00 80.00 90.00 208.00 SUBTOTAL AREA (SF) 632.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 19 LF 1234567 37' 6' 6' 8' 5' 6' 6' 7' 5' 16' 5' 18' 8' 26' MELENDY DRIVE LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 1200 1250 17 1201 41 42 34 SD SS SS G G SL S2 S1 S3 1 2 3 4 5 6 7 LIP 32' LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
S 1705 100 2051 101 103 S2 S1 2 1 S3 S3
28' LIPLIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS
SS
SS 184 198 200 202 206 210 214 218 101 199 203 207 211 215 219 30 2 1 3 LIP 22' LIP 1 EX PONDING AREA TO BE ADDRESSED TO ALLOW SUFFICIENT DRAINAGE 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.60 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\123 SYCAMORE STREET.DWG 68 of 86 PLOTTED BY: RYAN BOYER4/3/2025 9:58 AMSYCAMORE STREET 10+00 TO 14+75 MATCH LINE STA 14+75
SEE SHEET C2.61 10 SYCAMORE STREET STA 10+00 TO 14+75 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SYCAMORE STREET VALLEY ROAD SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 14.00 LF 73.00 EA 1.00 LF 23.00 EA 1.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 100.00 104.00 47.00 56.00 167.00 528.00 110.00 16.00 56.00 128.00 52.00 98.00 52.00 SUBTOTAL AREA (SF) 1,514.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S5 TREATMENT LIMITS 12345678910111213 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 21 OF CALTRANS STANDARD PLAN A20A. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. S1S2S3S4S5 27' 4' 7' 15' 4' 12' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. CONSTRUCTION NOTES REMOVE & REPLACE CURB AND GUTTER (MATCH EXISTING GRADE). SEE CURB & GUTTER DETAIL NO. 6 ON SHEET C7.0. COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL. 12 BEGIN END SS
SS
SS 301 303 307 311 317 325 318 316 234 230 226 222 218 227 223 S5 4 21' LIPLIP
SS
SS
SS 325 327 401 405 409 411 417 421 425 429 433 501 438 432 428 424 420 416 412 408 404 400 7 5
6 8
9 LIP
21' LIP
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MANZANITA AVENUE
MATCH LINE STA 25+25 SEE SHEET C2.62
MATCH LINE STA 20+00 SEE ABOVE 10 SYCAMORE STREET STA 20+00 TO 25+25 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SYCAMORE STREET

VISTA AVENUE TREATMENT LIMITS
6'
28'
8'
67'
14'
8'
4'
4'
4'
14'
14'
4' TREATMENT LIMITS
SS 433 501 505 513 517 521 525 529 556 560 532 530 525 521 517 513 505 438 10 SS
SS 560 1720 1800 534 532 1751 1725 S3 S1 S2 S4
13 11 12
2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SYCAMORE STREET
SAN CARLOS AVENUE 73 LF 23 LF 14 LF TREATMENT LIMITS 4' 32' 4'
13'
4' 25'
11'
5'
SD
SS
SS
SS
SS 2852 2844 2845 2905 2901 2905 S2 S1 S3 2 2 1 1 LIP LIP 29' 3 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.63 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\126 TRAMANTO DRIVE.DWG 71 of 86 PLOTTED BY: RYAN BOYER3/25/2025 10:07 PMTRAMANTO DRIVE 10+00 TO 13+84 10 TRAMANTO DRIVE STA 10+00 TO 13+84 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 TRAMANTO DRIVE BRITTAN AVENUE APPIAN WAY SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 22 OF CALTRANS STANDARD PLAN A20A. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 22.00 EA 1.00 LF 50.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 1,805.00 130.00 SUBTOTAL AREA (SF) 1,935.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 12 22 LF 50 LF TREATMENT LIMITS TREATMENT LIMITS 6' 29' 22' 39' 40' 16' 37' 17' CONSTRUCTION NOTES LOWER & RESTORE TO GRADE STORM DRAIN MANHOLE FRAME COVER (TEMPORARY FALSE BOTTOM TO BE INSTALLED PRIOR TO MANHOLE WORK, & REMOVE AFTERWARD. LOWER & RESTORE TO GRADE WATER VALVE. REINSTALL SURVEY MONUMENT. UNDER CALIFORNIA LICENSED SURVEYOR: • REFERENCE OUT PRIOR TO START OF CONSTRUCTION • FILE PROPER DOCUMENTATION SHOWING ORIGINAL AND REPLACEMENT MONUMENTS AFTER CONSTRUCTION FILE PROPER • SEE DETAIL 30 ON SHEET C7.0 12 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX 3 GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS.

SS
SS
SS
SS 45 37 33 29 111 102 104 112 30 1956 1996 1984 S2 S3 S4 LIP LIP 28' S1S5 S5 S5 S5 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SS S 121 107 103 33 101 1 EP EP
22' S1
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.67 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\61 WALNUT STREET 2.DWG 75 of 86 PLOTTED BY: RYAN BOYER4/2/2025 9:42 AMWALNUT STREET 1 10+00 TO 15+75 MATCH LINE STA 15+75
SEE SHEET C2.68 10 WALNUT STREET 1 STA 10+00 TO 15+75 0 20 40 1:20 FEET SAN CARLOS AVENUE WALNUT STREET PLAN VIEW SCALE = 1:20 TREATMENT LIMITS 4' 4' 4' B-8 SEE PAVEMENT CORE INFO ON C2.67 PAVEMENT CORING LOG 1, 2 CORE # LOCATION AC (IN) AB (IN) FABRIC 3 B-8 657 WALNUT STREET 7.5 2.0 NO B-9 788 WALNUT STREET 8.0 1.0 NO SIGNING & STRIPING NOTES INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. REPAINT WHITE CURB WITH "PASSENGER LOADING" STENCILED BLACK. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES EA 4.00 LF 74.00 EA 3.00 LF 16.00 LF 304.00 LF 104.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 88.00 72.00 16.00 45.00 105.00 16.00 44.00 32.00 16.00 64.00 16.00 119.00 SUBTOTAL AREA (SF) 633.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3S4 12345567891011 LIP LIP EP LIP LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL PROTECT IN PLACE EXPOSED EX CONC GUTTER. DO NOT OVERLAY WITH (N) SLURRY SEAL. (N) SLURRY SEAL TO TERMINATE AT EDGE OF GUTTER. CONFIRM IN FIELD EXACT LOCATIONS. 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX CONSTRUCTION NOTES 1 LOWER & RESTORE TO GRADE WATER VALVE. S5 S5 BEGIN END BEGIN BEGIN BEGIN BEGIN BEGIN BEGIN BEGIN END END END END END END END 74 LF S6 S6 18' 9' 5' 11' 6' GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. PAVEMENT CORING NOTES PAVEMENT TO BE COLD PLANED OR REMOVED MAY CONTAIN PAVEMENT FABRIC. PAVEMENT BORINGS ARE NOT REPRESENTATIVE OF ENTIRE STREET WORK LIMITS. THE ASSUMPTION THAT FABRIC IS PRESENT OR NOT SHALL BE AT THE SOLE RISK OF THE CONTRACTOR. THERE SHALL BE NO ADJUSTMENT IN COMPENSATION TO THE CONTRACTOR FOR COLD PLANING, REMOVING, AND DISPOSING ASPHALT CONCRETE THAT CONTAINS PAVEMENT FABRIC.

SD
SS
SS
SS
SS
7 5
6 7
8 1301 720 736 744 750 760 725 731 737 753 777 772 680 681 S3 S3 S5S5 S5 S5S5 S5 S5 S5S5 S5 S5 S5 S5 S5 SS
SS
9 10 11 788 798 785 787 777 772 S3 S4 S6 S6 S5 S5 S5 S5 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

SEE BELOW
MATCH LINE STA 15+75
SEE SHEET C2.67 WALNUT STREET 1 STA 15+75 TO 21+25 10
0 20 40 1:20 FEET WALNUT STREET PLAN VIEW SCALE = 1:20
MATCH LINE STA 22+75
SEE ABOVE 10 WALNUT STREET 1 STA 22+75 TO 24+50
0 20 40 1:20 FEET
OLIVE STREET WALNUT STREET PLAN VIEW SCALE = 1:20
CHERRY STREET 5' 21' 11' 4' 4' 8' 4' 4' 4' 16' 4' 4' 11' 7' 5'7' 6' 14' B-9 SEE PAVEMENT CORE INFO ON C2.67 TREATMENT LIMITS 16 LF TREATMENT LIMITS EP EP EP EP BEGIN END BEGINEND BEGIN END BEGIN BEGIN BEGIN BEGIN BEGIN BEGIN END END TREATMENT LIMITS END END END END BEGIN END SS
SS 407 365 353 333 327 321 315 309 35 11 S1 S2 S3 S4 S7 6 1 2 3 4 5 7 8 LIP LIP22' 1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.69 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\130 WELLINGTON DRIVE 1.DWG 77 of 86 PLOTTED BY: RYAN BOYER 4/3/2025 10:50 AM WELLINGTON DRIVE 10+00 TO 15+00 MATCH LINE STA 15+00 SEE SHEET C2.70 WELLINGTON DRIVE STA 10+00 TO 15+00 SCALE = 1:20 10 0 20 40 1:20 FEET SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 1,514.00 LF 125.00 EA 1.00 EA 1.00 LF 19.00 EA 1.00 LF 30.00 EA 3.00 S1S2S3S4S6 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 341.00 48.00 88.00 84.00 80.00 952.00 245.00 150.00 288.00 25.00 1,695.00 16.00 SUBTOTAL AREA (SF) 4,012.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S5 WESSEX WAY WELLINGTON DRIVE SHELFORD AVENUE SHELFORD AVENUE 125 LF 326 LF TREATMENT LIMITS TREATMENT LIMITS 123456789101112 SIGNING & STRIPING NOTES INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 2 OF CALTRANS STANDARD PLAN A20A. INSTALL 12" YELLOW THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL WHITE THERMOPLASTIC “PED” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL WHITE THERMOPLASTIC “XING” PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK LINE STRIPING PER CALTRANS STANDARD PLAN A24F. INSTALL 12" YELLOW THERMOPLASTIC LADDER CROSSWALK STRIPING PER CALTRANS STANDARD PLAN A24F. S1S2S3S4S6S5 14' 12' 3' 11' 13' 5' 6' 5' 6' 4' 5' 4' 3' 9' 7' 8' 11' 4' 21' 20' 4' 4' 6' 6'14' 4' 10' 6' 73' 92' 11' 5' 48' 5' 30' S8S7 S8S7 30 LF 13' LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX TREATMENT LIMITS GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. CONSTRUCTION NOTES COORDINATE WITH CITY ON ARBORIST RECOMMENDATIONS FOR POSSIBLE TREE ROOT REMOVAL. 1 11 17 23 29 35 41 47 S1 10
9 LIP LIP
22' 47 53 660 225 S1
S1
SS
11 12 LIP LIP
22'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

OF CA L I FORN I A
C I V I L NO . 8 7 13 1

MA NNY J OS E P H

A B UCA Y

REG I STERED

PROFESS IONAL
ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

WELLINGTON DRIVE
SD SS SS S 1275 1533 1303 1355 1341 1323 1501 1500 1410 1483 1354 1340 1322 1498 1 4 3 LIP 2 36' LIP 35' LIP LIP S1 S2 S4 S1 S1 S3 S4 S3 S6 S6 1 S2 S2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.72 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\133 WHITE OAK WAY.DWG 80 of 86 PLOTTED BY: RYAN BOYER4/2/2025 10:43 AMWHITE OAK WAY 10+00 TO 15+25 MATCH LINE STA 15+25 SEE SHEET C2.73 WHITE OAK WAY STA 10+00 TO 15+25 10 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL 6" YELLOW THERMOPLASTIC CENTERLINE STRIPING PER DETAIL 1 OF CALTRANS STANDARD PLAN A20A. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. REPAINT RED CURB WITH "SC★PD" STENCILED IN WHITE. REPAINT GREEN CURB WITH "SC★PD" STENCILED IN WHITE. INSTALL PARKING "T" STRIPE SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 79.00 EA 4.00 LF 566.00 EA 4.00 LF 76.00 LF 64.00 EA 20.00 S1S2S3S4 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 83.00 16.00 40.00 120.00 112.00 334.00 56.00 518.00 SUBTOTAL AREA (SF) 1,279.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 S5 S4 ELM STREET WHITE OAK WAY 321 LF TREATMENT LIMITS 20 LF 12345 21' 4' 4' 4' TREATMENT LIMITS S5 LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX CONSTRUCTION NOTES 1 PROTECT IN PLACE STATE LAW YIELD TO PEDESTRIAN (R1-6) SIGN AND BASE. GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 45 LF8' 5' BEGIN END WALNUT STREET TREATMENT LIMITS 19 LF 20 LF 20' 6' S6S7 678 S6S7 SS SS SS FA SL SL SS 1501 1275 1250 1494 1488 1495 1150 5 6 7 8 35' LIP LIP 42 LF 1 LF 1 LF 1 LF 1 LF 12 LF 15 LF 22 LF 4 LF 7.5 LF 4 LF 4.5 LF 37' LIPLIP S2 S3 S3 S5 S5 S5S5 S5 S5 S2 S2 S5 S6 S5 S1 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7 S7S7 S5 S5 S5 S5 S5 S5 S5 S5 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

EI CAMINO REAL
SD
G
SS
SS
SS SS 16 17 10 16 157 160 S3 S1 S2 S2 4 2 3 1 LIP LIP
28'
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 MJA PBB MJA 04/04/2025 C2.74 K:\PROJECTS\2023\230124 SAN CARLOS 2024 PAVE REHAB\DWG\03 - PLAN SHEETS\MAINTENANCE\135 WINDSOR DRIVE.DWG 82 of 86 PLOTTED BY: RYAN BOYER 4/3/2025 11:11 AM WINDSOR DRIVE 10+00 TO 13+61 10 WINDSOR DRIVE STA 10+00 TO 13+61 0 20 40 1:20 FEET PLAN VIEW SCALE = 1:20 WINDSOR DRIVE EXETER AVENUE SIGNING & STRIPING NOTES INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE (STOP LINE) STRIPING PER CALTRANS STANDARD PLAN A24G. INSTALL WHITE THERMOPLASTIC "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER. SIGNING & STRIPING QUANTITIES 1 CALLOUT UNIT QUANTITIES LF 20.00 EA 2.00 EA 1.00 S1S2S3 PAVEMENT REPAIR QUANTITIES 1 PAVEMENT REPAIR # AREA (SF) 125.00 115.00 50.00 110.00 SUBTOTAL AREA (SF) 400.00 PAVEMENT REPAIR QUANTITY NOTES 1. ACTUAL PAVEMENT REPAIR EXTENTS AND QUANTITIES MAY VARY. ENGINEER SHALL DETERMINE PAVEMENT REPAIR EXTENTS. STRIPING QUANTITY NOTES 1. ACTUAL STRIPING LAYOUT AND QUANTITIES MAY VARY. CONTRACTOR SHALL DETERMINE THE STRIPING QUANTITIES PRIOR TO THE START OF CONSTRUCTION. S1S2S3 TREATMENT LIMITS 20 LF 2341 TREATMENT LIMITS 5' 6' 22' 25' 5' 10' 5' 5' BEVERLY DRIVE PLYMOUTH AVENUE TREATMENT LIMITS DEVONSHIRE BOULEVARD LEGEND APPROXIMATE RIGHT OF WAY BOUNDARY. APPROXIMATE PAVEMENT MAINTENANCE EXTENTS. CRACK SEAL + SLURRY SEAL 6-INCH BASE REPAIR & BASE REPAIR REFERENCE NUMBER. SEE AC BASE REPAIR ALLOCATION TABLE FOR QUANTITIES (THIS SHEET) AND DETAIL 01 ON SHEET C7.1 FOR BASE REPAIR DETAILS. XX STA 10+75 SEE SHEET C2.7 FOR CONTINUATION BEVERLY DRIVE GENERAL NOTES 1. SEE THE CURRENT VERSION OF CALTRANS STANDARD PLANS FOR PAVEMENT MARKINGS, TRAFFIC LINES, AND MARKERS. 2. A TACK COAT EMULSION SHALL BE APPLIED TO CLEAN DRY PAVEMENT BETWEEN (E) AND (N) PAVEMENT SECTIONS PRIOR TO INLAY/OVERLAY. 3. REMOVE ALL EXISTING PAVEMENT STRIPES AND MARKINGS BEFORE SLURRY SEAL OPERATIONS. 22' STA 39+78 SEE SHEET C2.24 FOR CONTINUATION TREATMENT LIMITS TREATMENT LIMITS SS
SS S 924 920 918 912 908 1601 1551 907 911 915 919 923 927 121123 YIELD S3 YIELD YIELD 1 2 3 4 5 S4 S4 S4 S4 LIP LIP 27' S2 S1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

MJA PBB MJA CIVIL DETAILS ---- C7.0
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 84 of 86 STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 04/04/2025 6" WIDTH VARIES - SEE PLANS EX AC COMPACT EX BASE OR SUBGRADE TO 95% RC SAWCUT/ GRIND 6" AC : TYPE A 12" MAX IN 3" LIFTS SAWCUT/ GRIND CASE - @ PAVEMENT MAINTENANCE 0.5' AC PLUG (0.5') APPROXIMATE AREA 0.5' OF SOFT MATERIAL PROPOSED AC SECTION 0.5' EXCAVATE BELOW SOFT MATERIAL. CONFIRM IN FIELD CLASS 2 AB AT 95% RC EX AC SURFACE EX GRIND DOWN AC SURFACE INSTALL TENSAR INTERAX NX750 GEOGRID (OR APPROVED EQUAL) 1'± MJA PBB MJA CIVIL DETAILS ---- C7.1 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 85 of 86 STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 04/04/2025 1 ASPHALT CONCRETE BASE REPAIR PLAN VIEW NTS 4 SUBGRADE STABILIZATION PLAN VIEW NTS MJA PBB MJA CONSTRUCTION BEST MANAGEMENT PRACTICES C7.2 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS & DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE & CLIENT FOR WHICH IT WAS PREPARED. BELLECCI & ASSOCIATES, INC. SHALL NOT BE LIABLE FOR REUSE, ALTERATION, MODIFICATION, OR IMPR 86 of 86 STATE OF CA L I FORN I A C I V I L NO . 8 7 13 1 MA NNY J OS E P H A B UCA Y REG I STERED PROFESS IONAL ENG I NEER Exp. 9 / 25 CHECKED BY: DRAWN BY: DESIGNED BY: DATE: SHEET NUMBER:

NO. DESCRIPTION BY DATE
2025 PAVEMENT

MAINTENANCE PROJECT
PROJECT NO. C9416

CITY OF SAN CARLOS

PUBLIC WORKS
600 ELM STREET
SAN CARLOS, CA 94070
(650) 802-4200
WWW.CITYOFSANCARLOS.COM
925 • 685 • 4569 sanbell.com BID SUBMITTAL APRIL 04, 2025 04/04/25 04/04/2025

CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Deny Claim of Jenel Sharman.

RECOMMENDATION:

Staff recommends that the City Council deny the claim of Jenel Sharman as recommended by the City’s claim administrators at Carl Warren.

FISCAL IMPLICATIONS:

None for this action.

BACKGROUND:

This item is coming before the Council to act on the claim submitted by Jenel Sharman (“Claimant”). Staff recommends that the City Council deny the claim based on Carl Warren’s guidance.

The Tort Claims Act. California Government Code Sections 900, seq., mandates that all claims for money or damages against a public entity must be presented in writing to the public entity prior to filing suit. Generally, claims concerning personal injury, wrongful death, damage to personal property, or damage to crops must be presented to the public within six (6) months of the accrual of the claim. All other claims, principally claims on contracts and damage to real property, are subject to a one-year statute of limitations for presentation of the tort claim. Once a tort claim is received by the public entity, the entity has forty-five (45) days to act on the claim. A claim can be settled or rejected. If no action is taken within 45 days, the claim is deemed rejected by operation of law on the last day.

Claims Processing in San Carlos. When the City receives a claim, it is immediately forwarded to claims examiners at Carl Warren for investigation. Upon completing the investigation, Carl Warren provides the City with a recommendation on how to proceed with the claim.

About Carl Warren. Carl Warren is a leading national third-party administrator (TPA) that specializes in property and casualty claims management, subrogation recovery, and litigation management. Effective January 1, 2025, Carl Warren was hired by Pooled Liability Assurance Network Joint Powers Authority (“PLAN JPA”) to provide claims administration services to the member cities. The City Council approved the City’s participation in the PLAN JPA (previously known as the Association of Bay Area Government Pooled Liability Assurance Network or “ABAG PLAN”) on November 27, 2017, and designated the Administrative Services Director and Senior Management Analyst as primary and alternate PLAN JPA Board members.

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April 14, 2025 Packet Pg. 584
ANALYSIS:

The Claimant filed a claim against the City for bodily injury. The Claimant alleged that on January 2, 2025, she tripped and fell on the remnants of a removed street sign pole at the corner of Belmont Avenue and Walnut Avenue. Claimant seeks more than four thousand dollars to cover the cost of her missed trip to Maui and co-pay for her emergency room visit.

Staff visited the loss location, reviewed City records, and did not find any notice of a removed street sign pole nor records pertaining to the removal of a pole for the loss location. Government code section 835 provides immunities when there was no known prior notice to the City of a "hazardous condition". For this reason, Carl Warren recommends formal rejection of Jenel Sharman's claim. The hole in the area in question has since been filled and smoothed.

The Council's rejection of this claim does not prevent City staff or the staff of Carl Warren from continuing to work with the Claimant to resolve the dispute.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Deny the claim of Jenel Sharman; or

2. Do not deny the claim of Jenel Sharman; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Rebecca Mendenhall, Administrative Services Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Sharman, J. Claim Form

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April 14, 2025 Packet Pg. 585

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April 14, 2025 Packet Pg. 586

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April 14, 2025 Packet Pg. 587

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April 14, 2025 Packet Pg. 588

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April 14, 2025 Packet Pg. 589

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April 14, 2025 Packet Pg. 590

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April 14, 2025 Packet Pg. 591

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April 14, 2025 Packet Pg. 592

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April 14, 2025 Packet Pg. 593

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April 14, 2025 Packet Pg. 594

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April 14, 2025 Packet Pg. 595

CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Deny Claim of Kristine Avila.

RECOMMENDATION:

Staff recommends that the City Council deny the claim of Kristine Avila as recommended by the City’s claim administrators at Carl Warren.

FISCAL IMPLICATIONS:

None for this action.

BACKGROUND:

This item is coming before the Council to act on the claim submitted by Kristine Avila (“Claimant”).

Staff recommends that the City Council deny the claim based on Carl Warren’s guidance.

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April 14, 2025 Packet Pg. 596
ANALYSIS:

The Claimant filed a claim against the City for property damages. The Claimant alleged that on February 11, 2025, she was driving south on El Camino Real when her tire hit a large pothole. As a result, Claimant’s right rear tire was punctured. Claimant seeks approximately $500 for the repair of her tire damages.

This does not appear to be a case of liability against the City as the incident occurred on El Camino Real. El Camino Real, also known as California State Route 82, falls under the jurisdiction of the State of California. For this reason, Carl Warren has recommended formal rejection of Kristine Avila’s claim.

The Council’s rejection does not prevent City staff or the staff of Carl Warren from continuing to work with the Claimant to resolve the dispute.

ALTERNATIVES:

The alternatives available to the City Council include:

1. Deny the claim of Kristine Avila; or

2. Do not deny the claim of Kristine Avila; or

3. Provide staff with alternative direction.

Respectfully submitted by:

Rebecca Mendenhall, Administrative Services Director
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Avila, K. Claim Form

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April 14, 2025 Packet Pg. 597

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April 14, 2025 Packet Pg. 598

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April 14, 2025 Packet Pg. 599

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April 14, 2025 Packet Pg. 600

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April 14, 2025 Packet Pg. 601

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April 14, 2025 Packet Pg. 602

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April 14, 2025 Packet Pg. 603

CITY COUNCIL

STAFF REPORT
MEETING DATE: April 14, 2025
ITEM TITLE: Consideration of Adopting a Resolution Adopting the City of San Carlos 2025 Strategic Plan.

RECOMMENDATION:

Staff recommends that the City Council adopt a Resolution adopting the 2025 Strategic Plan which includes the City’s mission, vision, core values, strategic goals, and objectives.

FISCAL IMPLICATIONS:

There are no fiscal implications associated with adopting the 2025 Strategic Plan (“Strategic Plan”). Specific tasks and projects in furtherance of the Strategic Plan goals and objectives may require funding appropriation. Staff will submit these requests to the City Council separately.

BACKGROUND:

The purpose of a strategic plan is to identify issues, needs, and interests that are of strategic importance to the San Carlos community. It is developed to ensure that the City Council and staff address, prioritize, and advance the community’s long-term vision and goals. By contrast, most City initiatives and projects are considered ongoing or routine, and necessary to deliver the dayto-day operations and responsibilities of the City. This work is considered “operational.” The City Council reviews and adopts a strategic plan annually. The Strategic Plan is the culmination of several planning meetings including a Council mini-retreat, a strategic planning retreat, and an executive/management team retreat, where staff develops specific objectives and tasks for the upcoming year in a document called the “Work Plan”. A facilitation team consisting of consultants Debra Figone and Shawn Spano leads the Council and staff through the City’s annual strategic planning process, as they have for the last several years.

During the public strategic planning retreat on February 6, 2025, the City Council and City staff reviewed achievements and progress made with respect to the City’s 2024 mission, vision, core values, strategic goals and objectives. In addition, the City Council discussed its intended goals and objectives for 2025.

On March 20, 2025, the City’s executive/management team met to assess the Council’s feedback and recommendations from the February 6 strategic planning retreat. The 2025 Strategic Plan (Exhibit A to Resolution) and 2025 Strategic Work Plan (Exhibit B to Resolution) are the work products of the March team meeting and include detailed actions and tasks necessary to achieve the Council’s vision and goals. Staff provide updates to the Council on completed Work Plan items

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April 14, 2025 Packet Pg. 604
two to three times per year.

ANALYSIS:

Some of the highlights from the February 6 strategic planning retreat, are summarized below.

1. SWOT Analysis
This year, the strategic planning retreat included an analysis of the City’s strengths, weaknesses, opportunities, and threats (“SWOT Analysis”). Councilmembers and staff split into four groups for this portion of the meeting and reported their key findings back out to the larger group. A summary of the 2025 SWOT Analysis findings is summarized in Attachment

2. Overall, the team identified 30 strengths and opportunities which included themes such as:
strong fiscal management, having a high trust culture, a collaborative and high-functioning Council, an optimal geographic location, well developed partnerships, and clear plans for future growth. The group identified nearly half as many, or 17, weaknesses and threats including: the high cost of living, aging infrastructure, pending retirements, natural disasters, and low number of staff relative to workload and the volume of City initiatives.

2. Goals
The City Council did not propose adding new goals to its seven strategic goals from the previous year: Child Care; Climate Change Mitigation, Adaptation, and Resilience; Downtown; Housing; Mobility, Traffic, and Transportation Infrastructure; Northeast Area Specific Plan, and Recreation Services. This is consistent with the nature of strategic goals, which are intended to be broad, visionary, and often take several years to achieve.

The City Council did, however, determine that the Child Care goal should be removed as it had met all four of its objectives to: (1) develop a plan on how to apply childcare funds that are collected through impact fees; (2) consider zoning/co-location options for childcare sites; (3) consider reducing or waiving City-controlled planning and/or permit fees for childcare projects; and (4) create/modify resources and learning opportunities for stakeholders and foster connections between providers and the community. Even though child care has been removed as a goal, it is still very much a key City initiative and has become operational. Staff will continue to meet the objectives of this former goal.

3. Core Values
The Council did not make any changes to the mission or vision included in the 2025 Strategic Plan, but they did update one of their core values to reflect the ongoing importance of child care in the community. As such, the core value which formerly stated, “recognizing the needs and challenges of the community and promoting its well-being,” was updated in 2025 to state:
“recognizing and addressing the changing needs and challenges of the community and promoting the well-being of all residents, in all stages of life.”

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April 14, 2025 Packet Pg. 605
ALTERNATIVES:

1. Adopt a Resolution adopting the 2025 Strategic Plan as attached; or

2. Amend the 2025 Strategic Plan before adoption; or

3. Do not adopt a Resolution adopting the 2025 Strategic Plan; or

4. Develop an alternative based on additional Council discussion.

Respectfully submitted by:

Nil Blackburn, Assistant City Manager
Approved for submission by:
_______________________
Jeff Maltbie, City Manager
ATTACHMENT(S):

1. Resolution
Exhibit A to Resolution – 2025 Strategic Plan
Exhibit B to Resolution – 2025 Strategic Work Plan

2. 2025 SWOT Analysis

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April 14, 2025 Packet Pg. 606
RESOLUTION NO. 2025 – ____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN CARLOS ADOPTING THE CITY OF SAN CARLOS 2025 STRATEGIC PLAN.

WHEREAS, the San Carlos City Council recognizes the importance of strategic planning and leadership in achieving the mission, vision, and goals of the City of San Carlos; and WHEREAS, the City Council held a public “mini-retreat” on October 14, 2024 to discuss issues and topics affecting San Carlos; and
WHEREAS, the City Council and City staff held a public strategic planning retreat on February 6, 2025 to review progress made against the 2024 Strategic Plan and develop goals and objectives for the 2025 Strategic Plan; and
WHEREAS, on March 20, 2025, the City’s executive/management team met to assess the Council’s goals and objectives from the February 6 meeting and develop the 2025 Strategic Work Plan with actionable tasks that would advance to Council’s strategic goals; and WHEREAS, City staff will provide the Council with Work Plan updates two to three times per year.

NOW, THEREFORE BE IT RESOLVED, that the City Council of the City of San Carlos hereby approves the 2025 Strategic Plan (Exhibit A) and 2025 Strategic Work Plan (Exhibit B). * * * * *
I, City Clerk Crystal Mui, hereby certify that the foregoing Resolution was duly and regularly passed and adopted by the City Council of the City of San Carlos at a scheduled meeting thereof held on the 14th day of April 2025, by the following vote:
________________________________
CITY CLERK of the City of San Carlos
APPROVED:
___________________________
MAYOR of the City of San Carlos
Exhibits:

A. 2025 Strategic Plan
B. 2025 Strategic Work Plan
AYES, COUNCILMEMBERS:

NOES, COUNCILMEMBERS:

ABSENT, COUNCILMEMBERS:

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April 14, 2025 Packet Pg. 607

CITY OF SAN CARLOS
2025 STRATEGIC PLAN

THE SAN CARLOS STRATEGIC PLAN
The San Carlos Strategic Plan identifies current issues, needs, and interests that are of strategic importance to the quality of life of the community. Addressing these issues requires the leadership focus of the City’s elected officials and professional staff for an extended period of time, typically several years. The Strategic Plan is not a summary of all City services. The issues identified in the plan are unique because they have an urgent impact on the community and because they are complex.

Strategic goals are a central feature of the Strategic Plan. These are established to find ways to address the strategic issues now and into the foreseeable future. If a solution is found, and there is an on-going need to address the issue, this will occur through the City’s on-going service delivery system. At that time, the issue will no longer be identified as a strategic goal.

HOW THE STRATEGIC PLAN IS DEVELOPED
The Strategic Plan is developed through an annual process that involves the City Council and City professional staff in facilitated, collaborative working sessions. The process is completed early each year so that the Strategic Plan can be incorporated into the City’s budget.

The plan is a document comprised of the City’s mission, vision and core values statements, the strategic goals and objectives for the next planning period and detailed work plans that will accomplish the goals.

Strategic goals are identified based on the knowledge and understanding that each participant in the process has about what is of strategic importance to the community.

City Council members are elected by the residents to govern and represent their needs and interests. They bring the perspective of the residents and business of the community. Professional City staff members are trained in local government management and services. They bring the perspective of how to address the complex issues that are of concern. Through the strategic planning work sessions, these two unique perspectives come together to identify the areas of focus for the next planning period.

THE STRATEGIC PLAN PROCESS
The key steps to the process are listed below.

City Council Mini-Retreat. City Council, City Manager and City Attorney brainstorm the current community issues of strategic importance. This is a public meeting.

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April 14, 2025 Packet Pg. 608
City Council and City Management Team Retreat. This is a facilitated, collaborative working session. The participants review accomplishments from last year; review the City’s mission, vision and values to ensure relevance; check the status of current strategic plan issues and progress; and identify new strategic issues to work on for the next year and possibly beyond. Council strategic goals and objectives are established at a high level through this process. The “handoff” is given to City staff to work through the details by refining the goals and objectives and developing work plans to achieve Council’s strategic goals. This is a public meeting.

City Management Team Retreat. This facilitated, collaborative working session with the City’s management team is designed to refine the strategic goals, develop objectives to achieve each goal and establish work plans that identify specific tasks, set timelines and assign responsibility for accomplishment. This is an internal staff meeting.

Council Adoption of Strategic Plan and Progress Updates. After all work sessions are complete, a final Strategic Plan is agendized for Council adoption at a regularly scheduled Council meeting. City staff then periodically updates Council on the progress of strategic goals during future Council meetings. All of these Council meetings are public meetings.

MISSION
The City of San Carlos provides high-quality services, facilities, and events to its residents in an equitable, sustainable, transparent, responsive, and friendly manner to foster an inclusive, safe, and healthy community now and in the future.

VISION
The City of San Carlos will continue to lead with confidence into the future as a desirable, vibrant, equitable, inclusive, and business friendly community, admired by all as a great place to live, learn, work, and play.

CORE VALUES
Not in priority order
• Fostering a safe, diverse, welcoming, and engaged community that recognizes the importance of social equity
• Ensuring fiscal responsibility and the sustainability of San Carlos’ resources, infrastructure, and social/cultural environment
• Proactively protecting our physical environment from the threats of climate change and reducing greenhouse gas emissions
• Recognizing and addressing the changing needs and challenges of the community and promoting the well-being of all residents, in all stages of life.

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• Demonstrating high ethical and professional standards, including high quality customer service
• Leading and managing effectively by engaging the community, thinking strategically, remaining proactive, and planning for the future
• Supporting the well-being of employees, investing in their development, and aligning staffing and resources with the demand for City services 2025 STRATEGIC GOALS AND OBJECTIVES
In alphabetical order

1. Climate Change Mitigation, Adaptation, and Resilience: The City of San Carlos will support sustainability initiatives, address climate change, and prepare for emergencies. As part of its focus on climate change, the City of San Carlos will continue to address vulnerability and adapt to changing climate conditions such as wildfires, flooding, drought, and sea level rise.

Objective #1: Continue to plan and implement the 33 Council-approved greenhouse gas reduction strategies and 12 adaptation/resilience strategies in the Climate Mitigation and Adaptation Plan (CMAP).

Objective #2: Refine policies and develop standards to integrate flood and sea level rise resiliency initiatives into existing processes, policies, and plans to prepare for the future.

Objective #3: Perform community engagement and outreach to promote sustainability initiatives citywide.

Objective #4: Prepare for emergencies and engage and educate the community about emergency preparedness and response.

2. Downtown: The City of San Carlos will work with residents, property owners, business owners, committees, commissions, the Chamber of Commerce, and all other interested members of the community to develop and implement a plan to understand and ensure that the downtown meets the needs of the community and businesses now and into the future.

Objective #1: Implement the community engagement strategy for the Downtown Specific Plan.

Objective #2: Create the Downtown Specific Plan and corresponding implementation strategies.

Objective #3: Ensure that the vision and goals of the Downtown Specific Plan come to fruition.

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Objective #4: Design and implement a project to demonstrate and celebrate the community’s shared vision for streetscape, outdoor dining, and public plaza improvements in downtown San Carlos.

Objective #5: Explore options for phasing and financing the Downtown Specific Plan.

3. Housing: The City of San Carlos will actively encourage and support the creation of housing to provide a safe, inclusive, diverse, and affordable supply by facilitating development of housing for all income levels.

Objective #1: Increase the number of Below Market Rate (BMR) housing units to meet local and regional housing requirements (e.g.: regional collaboration, grant programs, acquisition, and new development).

Objective #2: Facilitate completion of projects currently underway.

Objective #3: Increase housing production.

4. Mobility, Traffic and Transportation Infrastructure: The City of San Carlos will actively pursue plans and strategies for improving mobility, traffic, parking, transportation infrastructure, and street maintenance while encouraging alternative modes of transportation to provide efficient, safe, and effective movement throughout the city.

Objective #1: Collaborate with regional agencies and partners to develop short-, mid-, and long-term bicycle and pedestrian safety improvements at the U.S. 101/Holly Street interchange.

Objective #2: Implement the Bicycle and Pedestrian Master Plan to encourage alternative modes of transportation which includes micro-mobility, improved mobility, and safety for people of all ages and abilities.

Objective #3: Implement Traffic Signal Master Plan and implement citywide street and intersection projects and initiatives to improve traffic flow and parking utilizing smart technologies.

Objective #4: Develop community education and outreach tools to highlight the benefits and impacts of key traffic, parking, transportation infrastructure, and street maintenance projects.

Objective #5: Educate the community and implement improvements to increase bicycle and pedestrian safety.

Objective #6: Structure a partnership among the City, property owners, businesses, and employers and leverage resources to create effective trip reduction strategies through the creation of a Transportation Management Agency (TMA).

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Objective #7: Identify a departmentwide Public Works Department technology solution(s) to streamline workflows, consolidate existing tools, and protect the City’s infrastructure improvements.

5. Northeast Area Specific Plan: The City of San Carlos will work with residents, property owners, stakeholders, business owners, committees, commissions, the Chamber of Commerce, and all other interested members of the community to develop a plan in response to continued development interest in the life sciences and biotechnology sectors, and develop policies and strategies to incorporate housing as part of this new development.

Objective #1: Create outreach and engagement opportunities that actively involve Northeast Area stakeholders and the San Carlos community in the visioning and development of the Specific Plan.

Objective #2: Complete the environmental review of the NE Area Specific Plan.

Objective #3: Present goals, policies, and standards of the Northeast Area Specific Plan for adoption.

6. Recreation Services: The City of San Carlos will explore new recreational opportunities by completing an assessment of parks, open space, and other recreation facilities to support the physical and mental health and well-being of community members of all ages.

Objective #1: Complete a Parks Master Plan and update the General Plan Parks and Open Space Elements.

Objective #2: Complete the North Crestview Park Master Plan.

Objective #3: Assess new opportunities to implement Trails Connection Plan for public trails.

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2025 Work Plan

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San Carlos City CouncilApril 14, 2025

San Carlos City Council
April 14, 2025