Belmont City Council
April 14, 2026

1. CALL TO ORDER

2. ROLL CALL

3. ITEMS BEFORE 7:00 PM

4. PLEDGE OF ALLEGIANCE

5. REPORT FROM CLOSED SESSION -
none

6. SPECIAL PRESENTATIONS

7. PUBLIC COMMENTS ON ITEMS NOT

ON THE AGENDA

8. COUNCILMEMBER ANNOUNCEMENTS

9. CONSENT BUSINESS

10. PUBLIC HEARINGS

11. GENERAL BUSINESS

12. BRIEF VERBAL REPORTS FROM

MEMBERS AND STAFF

13. MATTERS OF

INTEREST/CLARIFICATION

14. ADJOURNMENT
City Council
Meeting Agenda
Tuesday, April 14, 2026 City Council Chambers
City Hall, One Twin Pines Lane, Belmont, California
General order of Business City Council
Julia Mates, Mayor
Cathy Jordan, Vice Mayor
Robin Pang-Maganaris, Councilmember
Gina Latimerlo, Councilmember
Tom McCune, Councilmember
Staff
Afshin Oskoui, City Manager
Scott Rennie, City Attorney
Kathy Kleinbaum, Assistant City Manager
Ken Stenquist, Police Chief
Grace Castaneda, Finance Director
Ann Ritzma, Interim Admin Services Director
Carlos deMelo, Community Development Director
Brigitte Shearer, Parks and Recreation Director
Edric Kwan, Public Works Director
Jozi Plut, City Clerk
MEETING ATTENDANCE:

Council meetings, unless otherwise noted, are broadcast live to Belmont residents on

1. Comcast Cable Channel 27

2. Streamed live via the City's website at www.Belmont.gov

3. ZOOM https://belmont-gov.zoom.us/ Meeting ID: 95745673035

4. Attend the meeting in the Council Chambers, Belmont City Hall 2nd floor PUBLIC COMMENT:

Public in the Council Chamber present the Clerk a request to speak slip found at the table at the rear of the chamber.

If participating virtually use the Raise Hand feature to request to speak.

For dial- in comments, call *67 1-(669) 900-6833 (your phone number will appear on the live broadcast if *67 is not dialed prior to the phone number) enter Meeting ID: 95745673035, and press *9 to request to speak All public comments are subject to a 3-minute time limit unless otherwise determined by the Chair.

Belmont City Council Meeting Agenda April 14, 2026
1 To submit a written public comment:

E-mail [email protected] before the Council discusses the item, noting the agenda topic or number in the subject line. Comments received up to three hours before the meeting will be distributed to the Council and included in the record but not read aloud during the meeting..

The Mayor has the authority to rule any speaker out of order, including speakers during the Public Comment period; If the subject raised is not within the subject matter jurisdiction of the City Council, during a public hearing or a general business item if the speaker is not presenting testimony or evidence relevant to the matter or if the speaker becomes disruptive to the proceedings and conduct of the meeting.

The Mayor also has the authority to order any person who willfully interrupts the meeting to be removed. All persons are expected to always conduct themselves with civility and courtesy. All persons giving comments shall speak directly to the Council and address issues, not individuals. Personal attacks, cursing and outbursts from the audience in support or opposition to a speaker are not tolerated to foster an environment where everyone feels welcome to speak.

LEVINE ACT:

The Levine Act (California Government Code Section 84308) limits campaign contributions that may be made to elected or appointed City officials (including councilmembers and the mayor) and certain candidates for elective city offices. The Act prohibits an agent of a party from contributing any amount to councilmember while a proceeding for a contract valued at $50,000 or more, permit, license, or other entitlement for use is pending that does not solely involve purely ministerial decisions. The Act also prohibits parties and participants in the above entitlement proceedings from contributing more than $500 during the proceeding and for 12 months after the proceeding and requires disclosure of the prohibited contributions. The Act prohibits certain officials, including local elected officials, from taking part in an entitlement proceeding if the official has received a contribution exceeding $500 from a party or participant in the proceeding within the preceding 12 months. An official is also prohibited from accepting, soliciting, or directing a contribution exceeding $500 from a party or participant in the proceeding for 12 months after a final decision is rendered in such a proceeding. The law is complex, and this brief description is not legal advice. If you or an agent have made any campaign contributions to a councilmember in the 12 months before a proceeding in which you have an interest or you are contemplating making a contribution within the 12 months after such a proceeding, you are urged to review the Levine Act and consider consulting an attorney. The California Fair Political Practices Commission (FPPC) is responsible for administering the Levine Act. More information about the Act and its implementing regulations can be found on the FPPC’s website here:
https://www.fppc.ca.gov/learn/pay-to-play-limits-and-prohibitions.html

ACCESSIBILITY
If you need assistance to participate in this meeting, please contact the City Clerk at (650) 595-7413. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

AGENDA POSTING: I declare a copy of this agenda was posted at City Hall, One Twin Pines Lane, and the City's website www.Belmont.gov Date: Time: /s/:

Belmont City Council Meeting Agenda April 14, 2026
2 1. CALL TO ORDER

2. ROLL CALL

3. ITEMS BEFORE 7:00 PM

4. PLEDGE OF ALLEGIANCE

5. REPORT FROM CLOSED SESSION - none

6. SPECIAL PRESENTATIONS
A. Belmont Teen Services Update
B. Proclamation Recognizing Parks, Recreation and Culture Director Brigitte Shearer Upon Her Retirement
C. Peninsula Clean Energy (PCE) Presentation
D. Proclamation Observing April 2026 National Poetry Month E. Proclamation Observing Earth Day
F. Proclamation Observing Arbor Day

7. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
City of Belmont
City Council Regular Meeting Agenda
April 14, 2026
City Council Chambers
City Hall, One Twin Pines Lane, Belmont, California

NOTICE REGARDING MEETING SCHEDULE
The City Council may meet prior to 7:00 PM for Study Sessions, Closed Sessions, or other Special Topics. All other business will commence at 7:00 PM as a time-certain agenda item.

A. CLOSED SESSION - none
B. STUDY SESSION - none
The public will have an opportunity to address the City Council concerning this item.

C. SPECIAL SESSION/OTHER TOPICS
ITEMS STARTING AT 7:00 PM
Attachments:

Presentation
This portion of the meeting is reserved for persons wishing to address the Body on any City matter not on the agenda. The period for public comment at this point in the agenda is limited to 15 minutes, with a maximum of 3 minutes per speaker. Speakers who requested but did not receive an opportunity to speak during this comment period will be given an opportunity to address the Body later in the meeting. State law prohibits the Body from acting on non-agenda items.

Belmont City Council Meeting Agenda April 14, 2026
3 8. COUNCILMEMBER ANNOUNCEMENTS

9. CONSENT BUSINESS
A. Monthly Financial Report - January 2026
B. Approval of Minutes
C. Fire Station No. 14 Fence & Automatic Gate
D. Approval of an Administrative Amendment to the Peninsula Clean Energy Joint Powers Agreement to Reflect the Agency’s Name Change to West Light Energy E. San Juan Pump Station and Force Main Rehabilitation Project Consent business items are considered to be routine in nature and will be enacted by one motion. There will be no separate discussion on these items unless a member or staf request specific items to be removed for separate action.

The City Attorney will read the title of ordinances to be adopted.

Attachments:

Monthly Report
Recommendation: Consider modifications and approve minutes.

Attachments:

February 24, 2026 Meeting Minutes
March 10, 2026 Meeting Minutes
March 31, 2026 Joint Meeting Minutes
Recommendation: Adopt resolutions to: (1) approve the plans and specifications, authorize advertisement for sealed bids, and authorize the City Manager to negotiate and execute a construction contract with the lowest responsive and responsible bidder for the Fire Station No. 14 Fence and Automatic Gate Project (City Contract Number 2025-642) in an amount not to exceed $175,000 plus a ten percent construction contingency; and (2) approve a supplemental appropriation of $142,000 from the Belmont Fire Protection District Fund to the Capital Improvement Program (CIP) Station 14 Gate Project (Project No.8121).

Attachments:

Staff Report
Resolution
Recommendation: Adopt a Resolution approving an amendment to Paragraph 2.2 of the Peninsula Clean Energy Authority Joint Powers Agreement to reflect the new agency name previously approved by the Peninsula Clean Energy Authority Board of Directors on October 23, 2025.

Attachments:

Staff Report
Resolution
Approved-Third-Amended
Recommendation: Adopt a Resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to negotiate and execute a construction contract with the lowest responsible and responsive bidder for the San Juan Pump Station and Force Main Rehabilitation Project (City Contract Number 2026-645) in the amount of $6,280,000 for a total not-to-exceed 6,908,000, including a 10% construction contingency; and approving a task order with Tanner Pacific, Inc. for construction management services in an amount not to exceed $1,265,000.

Attachments:

Staff Report
Belmont City Council Meeting Agenda April 14, 2026
4 F. Belmont Creek Habitat Maintenance and Monitoring Project– Amendment #1 G. Parking and Traffic Safety Committee – Cipriani Elementary School Loading Zone H. Hillcrest Sinkhole Emergency Repair Project
I. 730 El Camino Real – Termination of 1995 Regulatory Agreement

10. PUBLIC HEARINGS
Resolution
Proposal
Plans
Specifications
Recommendation: Motion to authorize the City Manager to negotiate and execute Amendment #1 with Hanford ARC for the Belmont Creek Habitat Maintenance and Monitoring Project for the installation of animal exclusion caging around new plantings in the amount not to exceed $29,009, for a total contract amount not to exceed $96,809, and authorize the City Manager to negotiate and execute additional contract amendments up to a total contract amount not to exceed $106,809, if needed.

Attachments:

Staff Report
Recommendation: Motion to approve the Parking and Traffic Safety Committee (PTSC) recommendation to convert eight existing angled parking stalls and adjacent curb space in front of Cipriani Elementary School from unrestricted parking to a passenger loading zone (8:00 AM to 5:00 PM on school days), allow unrestricted parking at all other times, and reconfigure the curb space from angled to parallel parking to provide ten parking spaces.

Attachments:

Saff Report
Recommendation: Adopt a resolution ratifying the existence of an emergency that required the immediate repair of four sinkholes and related stormwater infrastructure within an easement near Hillcrest Drive; ratifying the City Manager’s authorization to proceed with the emergency work without competitive bidding; ratifying the City Manager’s execution of a contract with Casey Construction, Inc. in the amount of $102,520; and authorizing payment for the completed emergency repair work.

Attachments:

Staff Report
Resolution
Project Proposal
Project Plans
Recommendation: Adopt a resolution terminating the Regulatory Agreement and Declaration of Restrictive Covenants (Regulatory Agreement) dated March 1, 1995, and recorded March 13, 1995, between The Belmont Redevelopment Agency and Mercy Housing California for the property at 730 El Camino Real, and authorize the City Manager to execute all documents necessary to effectuate its termination.

Attachments:

Staff Report
Resolution
Termination and Release of Regulatory Agreement Draft
Regulatory Agreement and Restrictive Covenants 1995
Belmont City Council Meeting Agenda April 14, 2026
5 A. Comprehensive Sewer Rate Study and Proposed Sewer Charges for Fiscal Years 2026- 27, 2027-28, and 2028-29

11. GENERAL BUSINESS
A. Age-Friendly City Action Plan Update

12. BRIEF VERBAL REPORTS FROM MEMBERS AND STAFF

13. MATTERS OF INTEREST/CLARIFICATION

14. ADJOURNMENT
Recommendation: Adopt a resolution proposing sewer charges for fiscal years 2026-27, 2027-28, and 2028-29, setting a Proposition 218 hearing for June 9, 2026, directing staff to provide notice of the hearing as required by law, and adopting protest procedures.

Attachments:

Staff Report
Resolution
Sewer Rate Study
Presentation
General Business items are considered separately, typically in the order listed. The chair will call for public comment on each item when the body considers the item.

Recommendation: Receive a presentation providing progress and updates on the City's AgeFriendly Action Plan Attachments:

Staff Report
Action Plan
Presentation
A. Verbal report from Councilmembers on Intergovernmental (IGR) and Subcommittee Assignments
B. Verbal report from City Manager
Items in this category are for discussion and direction to staf only. However, Council/Board may take final action on an item if there is no need for additional staf analysis.

ADA Notice: If you require assistance to participate in this meeting, please contact the City Clerk at (650) 595-7413 in advance so reasonable accommodations can be arranged.

Agenda Materials: Meeting materials are available at www.belmont.gov. Documents distributed to a majority of the City Council, District Board, or Commission regarding agenda items will be available at the City Clerk’s Of ice, One Twin Pines Lane, during normal business hours and at the meeting.

Belmont City Council Meeting Agenda April 14, 2026
6 Peninsula Clean
Energy Update
City of Belmont
April 14, 2026
7 Generation Delivery Savings
8 Moving Local Climate Goals Forward in Belmont
10 Years of Local Impact,
Delivered Together
• Lower costs
• Clean energy
• Infrastructure investment
• 177 Completed EV Charging Ports
9 $5.1M in savings...
7 free days of electricity per year
for each household
A Decade of Delivery in Belmont
$2.8M in community reinvestment
Bill credits, solar system credits, customer
rebates, and Zero-interest loans
100% clean energy sources
Provided from solar, wind, hydro & geothermal
10 Our role has expanded
…to long-term partnerships that
help customers make energy
investment decisions for their homes
and businesses.

From electricity provider
focused on greening the grid while
maintaining lower rates...
11 12
13 14
15 16
17 18
Regular Meeting
Belmont Fire Protection District
February 24, 2026

MEETING MINUTES BELMONT OF THE FIRE PROTECTION DISTRICT BOARD OF DIRECTORS

REGULAR MEETING
City Council Chambers, City Hall, One Twin Pines Lane, Belmont, California This meeting is concurrent with the City Council Meeting February 24, 2026

1. CALL TO ORDER: 7:00 PM

ROLL CALL
DIRECTORS PRESENT: Jordan, McCune, Pang-Maganaris, Latimerlo, Mates DIRECTORS ABSENT: None

2. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
None

3. DIRECTOR ANNOUNCEMENTS
None

4. CONSENT BUSINESS
A. Minutes November 25, 2025
ACTION: On a motion made by Director Pang-Maganaris and seconded by Director McCune the consent business was approved by roll call vote (5-0).

5. PUBLIC HEARINGS
None

6. GENERAL BUSINESS
A. Report on Mid-Year Financial Results as of December 31, 2025 Concurrent item with City Council meeting.

Finance Director Castaneda provided an executive summary of the budget, highlighting the State’s takeaway of key revenue sources, including Vehicle License Fee (VLF) revenues. She discussed the impacts of a slowdown in development activity, noting that while 100% affordable housing projects support the City’s housing goals, they do not generate the same level of property tax revenue. She emphasized that maintaining City services and infrastructure remains a priority and provided Council with the City’s financial results and forecast.

Recess: at 7:35 pm for technical issues
Reconvene: 7:40 pm
19 Regular Meeting
Belmont Fire Protection District
February 24, 2026

Council discussion ensued.

No public comment received.

ACTION: On a motion made by and seconded by Director Pang-Maganaris and seconded by Vice Chair Jordan Resolution 2026 – 01 Amending The Fiscal Year 2025-26 Budget By Approving Revisions To Revenue And Authorizing Supplemental Appropriations was approved by a roll call vote (5-0).

7. MATTERS OF INTEREST/CLARIFICATION
None

8. ADJOURNMENT at 9:58 pm
Submitted by,
Jozi Plut, District Secretary
20 City Council Meeting Minute
March 10, 2026

CITY COUNCIL REGULAR MEETING MINUTES
City Council Chambers, City Hall, One Twin Pines Lane, Belmont, California March 10, 2026

1. CALL TO ORDER

2. ROLL CALL
Councilmembers Present: McCune, Latimerlo, Pang-Maganaris, Mates Councilmembers Absent: Jordan

3. ITEMS BEFORE 7:00 PM - none
A. CLOSED SESSION
B. STUDY SESSION
C. SPECIAL SESSION/OTHER TOPICS
ITEMS STARTING AT 7:00 PM

4. PLEDGE OF ALLEGIANCE
Led by Mayor Mates

5. REPORT FROM CLOSED SESSION - none

6. SPECIAL PRESENTATIONS
A. Proclamation Observing March 2026 as Women's History Month Mayor Mates read the proclamation
B. Fourth Annual Dr. Martin Luther King, Jr. Poetry & Essay Contest Recitals Belmont Poet Laureate McCulloh introduced the winners, and each recited their winning piece.

7. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
None

8. COUNCILMEMBER ANNOUNCEMENTS
Councilmembers announced upcoming community events.

9. CONSENT BUSINESS
A. Salson Trail Culvert Replacement Project Design Task Order #1 Amendment #2 Motion authorizing the City Manager to negotiate and execute Amendment No. 2 to Task Order No. 1 with Mott MacDonald Group, Inc. for additional design and environmental permit services required by the California Department of Fish and Wildlife for the Salson Trail Culvert Replacement Project, in the amount of $165,341, for a total revised contract amount not-to-exceed $426,428.

B. 1301 Shoreway Road Commercial Development Project
Resolution 2026-11 adopting the CEQA Findings of Fact, certifying the Environmental Impact Report, and adopting the Mitigation Monitoring and Reporting Program. 21 City Council Meeting Minute
March 10, 2026

2. Adopt an Ordinance 2026-1194 Rezoning 1301 Shoreway Road from Regional Commercial (RC) to Planned Unit Development (PD), adopting the Conceptual Development Plan, and approving the Development Agreement.

3. Adopt a Resolution 2026-12 approving the Detailed Development Plan, Conditional Use Permit, Design Review, Grading Plan and Permit, and Tree Removal Permit.

C. Crystal Springs Cross Country Course Memorandum of Agreement Authorizing to the City Manager to negotiate and execute a Memorandum of Agreement regarding the operations and responsibilities for the Crystal Springs Cross Country Course with the San Mateo County Community College District and the San Mateo County Superintendent of Schools.

Councilmember McCune stated that he would recuse himself from consideration of Item C on the Consent Business due to the proximity of his residence to the course.

Written comments were received Consent Business items.

ACTION: On a motion made by Councilmember Pang Maganaris and seconded by Councilmember Latimerlo the Consent Business was approved by a roll call vote (4-1, Jordan Absent, 3-2 Item C, Jordan absent, McCune recused).

10. PUBLIC HEARINGS - none

11. GENERAL BUSINESS
A. Redwood Shores Sea Level Rise Protection Project Contract – Island Park Evaluation Senior Civil Engineer Wada provided an overview of the Belmont Island Park Levee project proposal. She noted that staff is requesting approval of Task 1, which does not commit the City to construction costs but provides the necessary foundation to advance the project design, with the City’s cost share of 60%.

Written comments received.

Council discussion ensued.

ACTION: On a motion made by Councilmember Pang-Maganaris and seconded by Councilmember McCune authorized the City Manager to negotiate and execute an Architectural & Engineering Services Agreement with Schaaf & Wheeler for Task 1 - Preliminary Planning, Outreach and Alternatives Evaluation of the Belmont Island Park Levee Design Proposal, in an amount not to exceed $208,787 by a roll call vote (4-1 Jordan absent) B. Annual Transportation and Mobility Update
This is an informational item only; no action is required.

This item was continued to the March 24, 2025 regular meeting agenda. 22 City Council Meeting Minute
March 10, 2026

12. BRIEF VERBAL REPORTS FROM MEMBERS AND STAFF
A. Verbal report from Councilmembers on Intergovernmental (IGR) and Subcommittee Assignments
Councilmembers reported on their assignments.

B. Verbal report from City Manager
City Manager Oskoui outlined more upcoming community events.

13. MATTERS OF INTEREST/CLARIFICATION - None

14. ADJOURNMENT at 7:37 PM
Meeting was video recorded.

Submitted by,
Jozi Plut, City Clerk
23 City Council and City Advisory Body
Joint Meeting (Orientation Workshop)
March 31, 2026

CITY COUNCIL AND A CITY ADVISORY BODY SPECIAL MEETING MINUTES Emergency Operations Center (EOC) Room 210, 2nd Floor,
City Hall, One Twin Pines Lane, Belmont, California
MARCH 31, 2026

1. CALL TO ORDER: 6:00 PM

2. ROLL CALL:

COUNCILMEMBERS PRESENT: Jordan, Mates
PLANNING COMMISSIONERS PRESENT: Adamkewicz, Jadallah, Takahaahi, Twigg, Kramer, Kulich, Majeski,
PARKS, RECREATION AND CULTURE COMMISSION: Whitmore, Cunha, Hill, Hetal, Sathyanarayanan, Hallinan

3. ITEMS OF BUSINESS
A. STUDY SESSION
City Advisory Body Orientation
City Attorney Rennie and City Clerk Plut provided a presentation outlining the roles, responsibilities, and requirements of City Advisory Body members, including expectations for participation, ethics compliance, and effective governance.

The meeting was informal with discussion led by Vice Mayor Jordan, Mayor Mates and staff.

No action was taken.

5. ADJOURNMENT at 8:10 PM
This meeting was not recorded, in person participation only.

Submitted by,
Jozi Plut, City Clerk
24

Fire Station No. 14 Fence & Automatic Gate - Staff Report – Fire Station No. 14 Fence & Automatic Gate

STAFF REPORT
Meeting Date: April 14, 2026
Agencies: City of Belmont, Belmont Fire Protection District Staff Contact: Brigitte Shearer, Parks and Recreation Director, 650-595-7488, [email protected]
Agenda Title: Fire Station No. 14 Fence & Automatic Gate Agenda Action: Resolution
Recommendation
Adopt resolutions to: (1) approve the plans and specifications, authorize advertisement for sealed bids, and authorize the City Manager to negotiate and execute a construction contract with the lowest responsive and responsible bidder for the Fire Station No. 14 Fence and Automatic Gate Project (City Contract Number 2025-642) in an amount not to exceed $175,000 plus a ten percent construction contingency; and (2) approve a supplemental appropriation of $142,000 from the Belmont Fire Protection District Fund to the Capital Improvement Program (CIP) Station 14 Gate Project (Project No.8121).

Strategic Focus Area
Infrastructure and Mobility
Background
Fire Station No. 14, located at 911 Granada Street, is currently unfenced and accessible to the public from both the front of the station along Ralston Avenue, which serves as the primary public access, and from the rear along Masonic Way, which is intended for staff parking and operational access.

To enhance site security and operational safety, the Fire Department has requested installation of a perimeter fence enclosing the rear portion of the property, including the staff parking area, as well as an automatic vehicle gate at the entrance of the driveway along Masonic Way.

In June 2025, the Parks & Recreation Department entered into an agreement with S.R. Rose Engineering, Inc. for project and construction management services in the amount of $24,190. In October 2025, the City executed an agreement with Sanbell for design services in the amount of $24,732.

Analysis
The project plans have been reviewed by staff and are complete, and a building permit has been issued.

The project scope includes installation of anew automatic vehicle gate, two pedestrian gates, associated electrical work, driveway and sidewalk repairs, installation of wheel stops, and restoration of pavers.

The current budget includes a $100,000 appropriation for this project. Due to increased costs associated with design, construction management, and construction, an additional $142,000 appropriation from BFPD is required to complete the project.
25

Fire Station No. 14 Fence & Automatic Gate - Staff Report – Fire Station No. 14 Fence & Automatic Gate The updated total project cost estimate is as follows:
• Project and Construction Management: $24,190
• Design: $24,732
• Construction: $175,000
• Construction Contingency (10%): $17,500
Total: $241,422 (rounded to $242,000)
CEQA Compliance
The project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair, or minor alteration of existing facilities. Staff filed a Notice of Exemption with the San Mateo County Clerk’s Office.

Alternatives

1. Take no action.

2. Refer to staff for more information.

Attachments
A. Resolution
B. Project Plans
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

The total estimated construction cost is $175,000 plus a ten percent construction contingency. The FY 2025-26 budget includes a $100,000 appropriation for this project. Given the added costs for design, construction management, and
construction costs, an additional $142,000 appropriation from BFPD to CIP Station 14 Gate Project# 8121 (Account# 399-4- 802-8121-9030) is necessary to complete this capital
improvement.

Source: Purpose: Public Outreach:

Staff Discretionary Action Posting of Agenda
26

RESOLUTION NO. 2026 –

A RESOLUTION OF THE BOARD OF DIRECTORS OF THE BELMONT FIRE PROTECTION DISTRICT APPROVING A $142,000 BUDGET APPROPRIATION TO THE CAPITAL IMPROVEMENT PROGRAM (CIP) STATION 14 GATE PROJECT# 8121 TO REFLECT A TOTAL BUDGET OF $242,000 (ACCOUNT# 399-3-802-8121- 9030), FROM THE BELMONT FIRE PROTECTION DISTRICT FUND
WHEREAS, the Fire Department requested the installation of a fence around the perimeter of the rear of Fire Station 14 located at 911 Granada Street, and an automatic gate at the entrance to the staff parking spaces off Masonic Way; and, WHEREAS, in June 2025, the City entered into an agreement with S.R. Rose Engineering Inc. for project and construction management in the amount of $24,190 and with Sanbell in October 2025 for the design in the amount of $24,732.00; and, WHEREAS, the project includes installation of a new 6-foot galvanized iron fence, automatic gate, two pedestrian gates, electrical work associated with the new automatic gate, driveway and sidewalk repairs, wheel stops and paver restoration; and, WHEREAS, staff plans to bid the construction in April 2026, award the construction contract in May 2026, and complete construction between June and October 2026; and, WHEREAS, the project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair, or minor alteration of existing facilities; and, WHEREAS, the total project cost estimate is $241,422 (rounded to $242,000), including design and construction, for which $100,000 was previously included in the FY 2025/26 Belmont Fire Protection District budget; and
NOW, THEREFORE, the Directors of the Belmont Fire Protection District resolves as follows:

SECTION 1. Approves an appropriation of $142,000 from the Belmont Fire Protection District Fund to the Capital Improvement Program Station 14 Gate Project# 8121 (Account# 399-3-802-8121-9030).
* * *
ADOPTED April 14, 2026 by the Directors of the Belmont Fire Protection District by the following vote:

Ayes:

Noes:
27

Absent:

Abstain:

ATTEST:

City Clerk Mayor
APPROVED AS TO FORM:

City Attorney
28

PCE JPA Agreement Amendment Reflecting Name Change - Staff Report.docx

STAFF REPORT
Meeting Date: April 14, 2026
Agency: City of Belmont
Staff Contact: Edric Kwan, Public Works Director, [email protected], 650-7459 Agenda Title: Approval of an Administrative Amendment to the Peninsula Clean Energy Joint Powers Agreement to Reflect the Agency’s Name Change to WestLight Energy Agenda Action: Resolution
Recommendation
Adopt a Resolution approving an amendment to Paragraph 2.2 of the Peninsula Clean Energy Authority Joint Powers Agreement to reflect the new agency name previously approved by the Peninsula Clean Energy Authority Board of Directors on October 23, 2025.

Strategic Focus Area
Fiscal and Organizational Sustainability
Background
On October 23, 2025, the Peninsula Clean Energy Authority Board of Directors voted to adopt a new market-facing agency name of WestLight Energy following extensive research and a lengthy stakeholder engagement process. The name was selected in part to address several challenges that limit the effectiveness of the name Peninsula Clean Energy with deeper decarbonization goals across Peninsula Clean Energy’s service territory, including ongoing confusion with PG&E. The acronym “PCE” is often mistaken for PG&E, causing persistent brand confusion. Further, Peninsula Clean Energy reflects a geographic limitation given that the word “Peninsula” no longer reflects PCE’s full-service territory. The Peninsula Clean Energy Board of Directors’ October 23, 2025, action included direction to amend the Joint Powers Agreement (JPA) to formally reflect the new name.

Analysis
The action before the City Council is not a reconsideration of the name itself. The Peninsula Clean Energy Board of Directors has already approved the name change. Member agencies are now requested to approve an administrative amendment to Paragraph 2.2 of the JPA to formally update the agency’s legal name in that paragraph and throughout the JPA document.

Approval of the Resolution ensures the City of Belmont remains aligned with the governing documents of the Joint Powers Authority and allows Peninsula Clean Energy the opportunity to implement the name transition in coordination with its 10-year anniversary and broader brand rollout.

Alternatives

1. Take no action.
29

PCE JPA Agreement Amendment Reflecting Name Change - Staff Report.docx – PCE JPA Administrative Amendment-Name Change Attachments
A. Resolution approving amendment to agreement
B. PCE JPA Agreement
Fiscal Impact
☒ No Fiscal Impact
☐ Funding Source Confirmed:

Source: Purpose: Public Outreach:

Staff Discretionary Action Posting of Agenda
30

RESOLUTION NO. 2026 –

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT APPROVING AN ADMINISTRATIVE AMENDMENT TO PARAGRAPH 2.2 OF THE

PENINSULA CLEAN ENERGY JOINT POWERS AGREEMENT REFLECTING THE

NAME CHANGE OF PENINSULA CLEAN ENERGY TO WESTLIGHT ENERGY WHEREAS, the Peninsula Clean Energy Authority (“Peninsula Clean Energy” or “Authority”) was formed as a community choice aggregation agency (“CCA”) on February 29, 2016, under the Joint Exercise of Powers Act, California Government Code sections 6500 et seq., among the County of San Mateo and its cities and towns, and later expanded to include the City of Los Banos in Merced County; and;
WHEREAS, the Authority has grown to serve a diverse customer base across San Mateo County and the City of Los Banos; and,
WHEREAS, Paragraph 2.2 of the Peninsula Clean Energy Joint Powers Agreement sets forth the name of the Authority; and,
WHEREAS, amendment of Paragraph 2.2 of said Agreement requires approval of each Joint Powers Authority member including the City of Belmont; and WHEREAS, the City Council of the City of Belmont finds that approving the amendment to Paragraph 2.2 of the Joint Powers Agreement reflecting Peninsula Clean Energy Authority’s new market-facing name of WestLight Energy is in the best interest of the City and its residents.

NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:

SECTION 1. Approve the amendment to Paragraph 2.2 of the Peninsula Clean Energy Joint Powers Agreement to reflect the PCE Board of Directors adopted Resolution No. 2025-36 approving the selection of the new market-facing name of WestLight Energy; and SECTION 3. Authorize the Mayor or City Manager to execute any documents and take any actions necessary to effectuate the amendment of paragraph 2.2 of the Peninsula Clean Energy Joint Powers Agreement consistent with this Resolution. * * *
ADOPTED April 14, 2026 by the City of Belmont City Council by the following vote:

Ayes:

Noes:

Absent:

Abstain:
31

ATTEST:

City Clerk Mayor
APPROVED AS TO FORM:

City Attorney
32

10/22/20 and 09/26/2024

THIRD AMENDED JOINT EXERCISE OF POWERS AGREEMENT RELATING TO

AND CREATING THE

PENINSULA CLEAN ENERGY AUTHORITY
This Joint Exercise of Powers Agreement, effective on the date determined by Section 2.1, is made and entered into pursuant to the provisions of Title 1, Division 7, Chapter 5, Article 1 (Sections 6500 et seq.) of the California Government Code relating to the joint exercise of powers among the Parties set forth in Exhibit B, and establishes the Peninsula Clean Energy Authority (“Authority”), is by and between the County of San Mateo (“County”) and those counties, cities and towns within the State of California who become signatories to this Agreement, and relates to the joint exercise of powers among the signatories hereto.

RECITALS
A. The Parties share various powers under California law, including but not limited to the power to purchase, supply, and aggregate electricity for themselves and customers within their jurisdictions.

B. In 2006, the State Legislature adopted AB 32, the Global Warming Solutions Act, which mandates a reduction in greenhouse gas emissions in 2020 to 1990 levels. The California Air Resources Board is promulgating regulations to implement AB 32 which will require local governments to develop programs to reduce greenhouse gas emissions.

C. The purposes for entering into this Agreement include:
a. Reducing greenhouse gas emissions related to the use of power in San Mateo County and the State of California;
b. Providing electric power and other forms of energy to customers at a competitive cost;
c. Carrying out programs to reduce energy consumption;
d. Stimulating and sustaining the local economy by developing local jobs in renewable energy; and
e. Promoting long-term electric rate stability and energy security and reliability for residents through local control of electric generation resources.

D. It is the intent of this Agreement to promote the development and use of a wide range of renewable energy sources and energy efficiency programs, including but not limited to solar, wind, and biomass energy production. The purchase of renewable power and greenhouse gas-free energy sources will be the desired approach to decrease regional greenhouse gas emissions and accelerate the State’s transition to clean power resources to the extent feasible. The Agency will also add increasing levels of locally generated renewable 33

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resources as these projects are developed and customer energy needs expand.

E. The Parties desire to establish a separate public agency, known as the Peninsula Clean Energy Authority, under the provisions of the Joint Exercise of Powers Act of the State of California (Government Code Section 6500 et seq.) (“Act”) in order to collectively study, promote, develop, conduct, operate, and manage energy programs.

F. The Parties anticipate adopting an ordinance electing to implement through the Authority a common Community Choice Aggregation (CCA) program, an electric service enterprise available to cities and counties pursuant to California Public Utilities Code Sections 331.1(c) and 366.2. The first priority of the Authority will be the consideration of those actions necessary to implement the CCA Program.

AGREEMENT
NOW, THEREFORE, in consideration of the mutual promises, covenants, and conditions hereinafter set forth, it is agreed by and among the Parties as follows:

ARTICLE 1: DEFINITIONS AND EXHIBITS

1.1 Definitions. Capitalized terms used in the Agreement shall have the meanings specified in Exhibit A, unless the context requires otherwise.

1.2 Documents Included. This Agreement consists of this document and the following exhibits, all of which are hereby incorporated into this Agreement.

Exhibit A: Definitions
Exhibit B: List of the Parties
Exhibit C: Annual Energy Use
Exhibit D: Voting Shares
Exhibit E: Signatures
ARTICLE 2: FORMATION OF PENINSULA CLEAN ENERGY AUTHORITY

2.1 Effective Date and Term. This Agreement shall become effective and Peninsula Clean Energy Authority shall exist as a separate public agency on February 29, 2016 or when the County of San Mateo and at least two municipalities execute this Agreement, whichever occurs later. The Authority shall provide notice to the Parties of the Effective Date. The Authority shall continue to exist, and this Agreement shall be effective, until this Agreement is terminated in accordance with Section 6.4, subject to the rights of the Parties to withdraw from the Authority.

2.2 Formation. There is formed as of the Effective Date a public agency named the Peninsula Clean Energy Authority. Pursuant to Sections 6506 and 6507 of the Act, the Authority is a public agency separate from the Parties. Pursuant to Sections 6508.1 of the Act, the debts, liabilities or 34

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obligations of the Authority shall not be debts, liabilities or obligations of the individual Parties unless the governing board of a Party agrees in writing to assume any of the debts, liabilities or obligations of the Authority. A Party who has not agreed to assume an Authority debt, liability or obligation shall not be responsible in any way for such debt, liability or obligation even if a majority of the Parties agree to assume the debt, liability or obligation of the Authority. Notwithstanding Section 7.4 of this Agreement, this Section 2.2 may not be amended unless such amendment is approved by the governing board of each Party.

2.3 Purpose. The purpose of this Agreement is to establish an independent public agency in order to exercise powers common to each Party to study, promote, develop, conduct, operate, and manage energy, energy efficiency and conservation, and other energy-related programs, and to exercise all other powers necessary and incidental to accomplishing this purpose. Without limiting the generality of the foregoing, the Parties intend for this Agreement to be used as a contractual mechanism by which the Parties are authorized to participate in the CCA Program, as further described in Section 4.1. The Parties intend that other agreements shall define the terms and conditions associated with the implementation of the CCA Program and any other energy programs approved by the Authority.

2.4 Powers. The Authority shall have all powers common to the Parties and such additional powers accorded to it by law. The Authority is authorized, in its own name, to exercise all powers and do all acts necessary and proper to carry out the provisions of this Agreement and fulfill its purposes, including, but not limited to, each of the following powers, subject to the voting requirements set forth in Section 3.7 through 3.7.5:

2.4.1 to make and enter into contracts;

2.4.2 to employ agents and employees, including but not limited to a Chief Executive Officer;

2.4.3 to acquire, contract, manage, maintain, and operate any buildings, infrastructure, works, or improvements;

2.4.4 to acquire property by eminent domain, or otherwise, except as limited under Section 6508 of the Act, and to hold or dispose of any property; however, the Authority shall not exercise the power of eminent domain within the jurisdiction of a Party over its objection without first meeting and conferring in good faith.

2.4.5 to lease any property;

2.4.6 to sue and be sued in its own name;

2.4.7 to incur debts, liabilities, and obligations, including but not limited to loans from private lending sources pursuant to its temporary borrowing powers such as Government Code Sections 53850 et seq. and authority under the Act;

2.4.8 to form subsidiary or independent corporations or entities if necessary, to carry out energy supply and energy conservation programs at the lowest possible cost or to take advantage of legislative or regulatory changes;
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2.4.9 to issue revenue bonds and other forms of indebtedness;

2.4.10 to apply for, accept, and receive all licenses, permits, grants, loans or other aids from any federal, state, or local public agency;

2.4.11to submit documentation and notices, register, and comply with orders, tariffs and agreements for the establishment and implementation of the CCA Program and other energy programs;

2.4.12 to adopt Operating Rules and Regulations; and

2.4.13 to make and enter into service agreements relating to the provision of services necessary to plan, implement, operate and administer the CCA Program and other energy programs, including the acquisition of electric power supply and the provision of retail and regulatory support services.

2.4.14 to permit additional Parties to enter into this Agreement after the Effective Date and to permit another entity authorized to be a community choice aggregator to designate the Authority to act as the community choice aggregator on its behalf.

2.5 Limitation on Powers. As required by Government Code Section 6509, the power of the Authority is subject to the restrictions upon the manner of exercising power possessed by San Mateo County.

2.6 Compliance with Local Zoning and Building Laws and CEQA. Unless state or federal law provides otherwise, any facilities, buildings or structures located, constructed, or caused to be constructed by the Authority within the territory of the Authority shall comply with the General Plan, zoning and building laws of the local jurisdiction within which the facilities, buildings or structures are constructed and comply with the California Environmental Quality Act (“CEQA”).

ARTICLE 3: GOVERNANCE AND INTERNAL ORGANIZATION

3.1 Board of Directors. The governing body of the Authority shall be a Board of Directors (“Board”). The Board shall consist of 2 (two) directors appointed by the San Mateo County Board of Supervisors and 1 (one) director appointed by each County, City or Town that becomes a signatory to the Agreement (“Directors”). Each Director shall serve at the pleasure of the governing board of the Party who appointed such Director and may be removed as Director by such governing board at any time. If at any time a vacancy occurs on the Board, a replacement shall be appointed to fill the position of the previous Director within 90 days of the date that such position becomes vacant.

Directors must be members of the Board of Supervisors or members of the governing board of the municipality that is the signatory to this Agreement. Each Party may appoint an alternate(s) to serve in the absence of its Director(s). Alternates may be either (1) members of the Board of Supervisors or members of the governing board of the municipality that is the signatory to this Agreement, or (2) staff members of the County or any such municipality.

3.2 Quorum. A majority of the appointed Directors shall constitute a quorum, except that less 36

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than a quorum may adjourn from time to time in accordance with law.

3.3 Powers and Functions of the Board. The Board shall exercise general governance and oversight over the business and activities of the Authority, consistent with this Agreement and applicable law. The Board shall provide general policy guidance to the CCA Program. Board approval shall be required for any of the following actions:

3.3.1 The issuance of bonds or any other financing even if program revenues are expected to pay for such financing.

3.3.2 The hiring or termination of the Chief Executive Officer and General Counsel.

3.3.3 The appointment or removal of officers described in Section 3.9, subject to Section

3.9.3. 3.3.4 The adoption of the Annual Budget.

3.3.5 The adoption of an ordinance.

3.3.6 The approval of agreements, except as provided by Section 3.4.

3.3.7 The initiation or resolution of claims and litigation where the Authority will be the defendant, plaintiff, petitioner, respondent, cross complainant, or cross petitioner, or intervenor; provided, however, that the Chief Executive Officer or General Counsel or by delegation thereof, on behalf of the Authority, may intervene in, become a party to, or file comments with respect to any proceeding pending at the California Public Utilities Commission, the Federal Energy Regulatory Commission, or any other administrative agency, without approval of the Board as long as such action is consistent with any adopted Board policies.

3.3.8 The setting of rates for power sold by the Authority and the setting of charges for any other category of service provided by the Authority.

3.3.9 Termination of the CCA Program.

3.4 Chief Executive Officer. The Board of Directors shall appoint a Chief Executive Officer for the Authority, who shall be responsible for the day-to-day operation and management of the Authority and the CCA Program. The Chief Executive Officer may exercise all powers of the Authority, including the power to hire, discipline, and terminate employees as well as the power to approve any agreement if the total amount payable under the agreement is equal to or less than the amount specified in the Operating Rules and Regulations (Policy 14 , “Delegation of Non-Energy Contract Authority”) except for the powers specifically set forth in Section 3.3 or those powers which by law must be exercised by the Board of Directors.

3.5 Commissions, Boards, and Committees. The Board may establish any advisory commissions, boards, and committees as the Board deems appropriate to assist the Board in carrying out its functions and implementing the CCA Program, other energy programs and the provisions of 37

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this Agreement which shall comply with the requirements of the Ralph M. Brown Act. The Board may establish rules, regulations, policies, bylaws or procedures to govern any such commissions, boards, or committees if the Board deems appropriate to appoint such commissions, boards or committees, and shall determine whether members shall be compensated or entitled to reimbursement for expenses.

3.6 Director Compensation. Directors shall serve without compensation from the Authority.

However, Directors may be compensated by their respective appointing authorities. The Board, however, may adopt by resolution a policy relating to the reimbursement by the Authority of expenses incurred by Directors.

3.7 Voting In general, as described below in Section 3.7.3, action by the Authority Board will be taken solely by a majority vote of the Directors present. However, as described below in Section

3.7.4, upon request of a Director, a weighted vote by shares will also be conducted. When such a request is made, an action must be approved by both a majority vote of Directors present and a majority of the weighted vote by shares present. No action may be approved solely by a vote by shares. The voting shares of Directors and approval requirements for actions of the Board shall be as follows:

3.7.1. Voting Shares.

Each Director shall have a voting share as determined by the following formula: (Annual Energy Use/Total Annual Energy) multiplied by 100, where:
(a) “Annual Energy Use” means, (i) with respect to the first year following the Effective Date, the annual electricity usage, expressed in kilowatt hours (“kWh”), within the Party’s respective jurisdiction and (ii) with respect to the period after the anniversary of the Effective Date, the annual electricity usage, expressed in kWh, of accounts within a Party’s respective jurisdiction that are served by the Authority; and
(b) “Total Annual Energy” means the sum of all Parties’ Annual Energy Use. The initial values for Annual Energy Use will be designated in Exhibit C, and shall be adjusted annually as soon as reasonably practicable after January 1, but no later than March 1 of each year. These adjustments shall be approved by the Board. (c) The combined voting share of all Directors representing the County of San Mateo shall be based upon the annual electricity usage within the unincorporated area of San Mateo County.

For the purposes of Weighted Voting, if a Party has more than one director, then the voting shares allocated to the entity shall be equally divided amongst its Directors.

3.7.2. Exhibit Showing Voting Shares. The initial voting shares will be set forth in Exhibit D. Exhibit D shall be revised no less than annually as necessary to account for changes in the number of Parties and changes in the Parties’ Annual Energy Use. Exhibit D and adjustments shall be approved by the Board.
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3.7.3. Approval Requirements Relating to CCA Program. Except as provided in Sections

3.7.4 and 3.7.5 below, action of the Board shall require the affirmative vote of a majority of Directors present at the meeting.

3.7.4. Option for Approval by Voting Shares. Notwithstanding Section 3.7.3, any Director present at a meeting may demand that approval of any matter related to the CCA Program be determined on the basis of both voting shares and by the affirmative vote of a majority of Directors present at the meeting. If a Director makes such a demand with respect to approval of any such matter, then approval of such matter shall require the affirmative vote of a majority of Directors present at the meeting and the affirmative vote of Directors having a majority of voting shares present, as determined by Section 3.7.1 except as provided in Section 3.7.5.

3.7.5. Special Voting Requirements for Certain Matters. (a) Two-Thirds and Weighted Voting Approval Requirements Relating to Sections

6.2 and 7.4. Action of the Board on the matters set forth in Section 6.2 (involuntary termination of a Party), or Section 7.4 (amendment of this Agreement) shall require the affirmative vote of at least two-thirds of Directors present; provided, however, that (i) notwithstanding the foregoing, any Director present at the meeting may demand that the vote be determined on the basis of both voting shares and by the affirmative vote of Directors, and if a Director makes such a demand, then approval shall require the affirmative vote of both at least two-thirds of Directors present and the affirmative vote of Directors having at least two-thirds of the voting shares present, as determined by Section 3.7.1; (ii) but, at least two Parties must vote against a matter for the vote to fail; and (iii) for votes to involuntarily terminate a Party under Section 6.2, the Director(s) for the Party subject to involuntary termination may not vote, and the number of Directors constituting two-thirds of all Directors, and the weighted vote of each Party shall be recalculated as if the Party subject to possible termination were not a Party.
(b) Seventy Five Percent Special Voting Requirements for Eminent Domain and Contributions or Pledge of Assets.
(i) A decision to exercise the power of eminent domain on behalf of the Authority to acquire any property interest other than an easement, right-of-way, or temporary construction easement shall require a vote of at least 75% of all Directors. (ii) The imposition on any Party of any obligation to make contributions or pledge assets as a condition of continued participation in the CCA Program shall require a vote of at least 75% of all Directors and the approval of the governing boards of the Parties who are being asked to make such contribution or pledge. (iii) Notwithstanding the foregoing, any Director present at the meeting may demand that a vote under subsections (i) or (ii) be determined on the basis of voting shares and by the affirmative vote of Directors, and if a Director makes such a demand, then approval shall require both the affirmative vote of at least 75% of 39

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Directors present and the affirmative vote of Directors having at least 75% of the voting shares present, as determined by Section 3.7.1, but at least two Parties must vote against a matter for the vote to fail. For purposes of this section, “imposition on any Party of any obligation to make contributions or pledge assets as a condition of continued participation in the CCA Program” does not include any obligations of a withdrawing or terminated party imposed under Section 6.3.

3.8 Meetings and Special Meetings of the Board. The Board shall hold at least six regular meetings per year, but the Board may provide for the holding of regular meetings at more frequent intervals. The date, hour and place of each regular meeting shall be fixed by resolution or ordinance of the Board. Regular meetings may be adjourned to another meeting time. Special and Emergency Meetings of the Board may be called in accordance with the provisions of California Government Code Sections 54956 and 54956.5. Directors may participate in meetings telephonically, with full voting rights, only to the extent permitted by law. All meetings shall be conducted in accordance with the provisions of the Ralph M. Brown Act (California Government Code Sections 54950 et seq.).

3.9 Selection of Board Officers.

3.9.1 Chair and Vice Chair. The Directors shall select, from among themselves, a Chair, who shall be the presiding officer of all Board meetings, and a Vice Chair, who shall serve in the absence of the Chair. The term of office for and term limits of the Chair and Vice Chair shall be set forth in the policies and procedures established by the Board. The office of either the Chair or Vice Chair shall be declared vacant and a new selection shall be made if:
(a) the person serving dies, resigns, or the Party that the person represents removes the person as its representative on the Board or
(b) the Party that he or she represents withdraws from the Authority pursuant to the provisions of this Agreement.

3.9.2 Secretary. The Board shall appoint a Secretary, who need not be a member of the Board, who shall be responsible for keeping the minutes of all meetings of the Board and all other official records of the Authority.

3.9.3 Treasurer and Auditor. The Chief Financial Officer shall, among other duties, act as the Treasurer for the Authority. Unless otherwise exempted from such requirement, the Authority shall cause an independent audit to be made by a certified public accountant, or public accountant, in compliance with Section 6505 of the Act. The Treasurer shall act as the depository of the Authority and have custody of all the money of the Authority, from whatever source, and as such, shall have all of the duties and responsibilities specified in Section 6505.5 of the Act. The Treasurer shall report directly to the Board and shall comply with the requirements of treasurers of incorporated municipalities. The Board may transfer the responsibilities of Treasurer to any person or entity as the law may provide at the time.

The duties and obligations of the Treasurer are further specified in Article 5.

3.10 Administrative Services Provider. The Board may appoint one or more administrative 40

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services providers to serve as the Authority’s agent for planning, implementing, operating and administering the CCA Program, and any other program approved by the Board, in accordance with the provisions of an Administrative Services Agreement. The appointed administrative services provider may be one of the Parties. An Administrative Services Agreement shall set forth the terms and conditions by which the appointed administrative services provider shall perform or cause to be performed all tasks necessary for planning, implementing, operating and administering the CCA Program and other approved programs. The Administrative Services Agreement shall set forth the term of the Agreement and the circumstances under which the Administrative Services Agreement may be terminated by the Authority. This section shall not in any way be construed to limit the discretion of the Authority to hire its own employees to administer the CCA Program or any other program.

ARTICLE 4: IMPLEMENTATION ACTION AND AUTHORITY DOCUMENTS

4.1 Preliminary Implementation of the CCA Program.

4.1.1 Enabling Ordinance. To be eligible to participate in the CCA Program, each Party must adopt an ordinance in accordance with Public Utilities Code Section 366.2(c)(12) for the purpose of specifying that the Party intends to implement a CCA Program by and through its participation in the Authority.

4.1.2 Implementation Plan. The Authority shall cause to be prepared an Implementation Plan meeting the requirements of Public Utilities Code Section 366.2 and any applicable Public Utilities Commission regulations as soon after the Effective Date as reasonably practicable. The Implementation Plan shall not be filed with the Public Utilities Commission until it is approved by the Board in the manner provided by Section 3.7.3.

4.1.3 Termination of CCA Program. Nothing contained in this Article or this Agreement shall be construed to limit the discretion of the Authority to terminate the implementation or operation of the CCA Program at any time in accordance with any applicable requirements of state law.

4.2 Authority Documents. The Parties acknowledge and agree that the affairs of the Authority will be implemented through various documents duly adopted by the Board through Board resolution.

The Parties agree to abide by and comply with the terms and conditions of all such documents that may be adopted by the Board, subject to the Parties’ right to withdraw from the Authority as described in Article 6.

4.3 Addition of Parties. Other incorporated municipalities and counties may become Parties subject to all applicable terms of this Agreement, including but not limited to those in Article 6, upon (a) the adoption of a resolution by the governing body of such incorporated municipality or such county requesting that the incorporated municipality or county, as the case may be, become a member of the Authority, (b) the adoption, by an affirmative vote of the Board satisfying the requirements described in Section 3.7, of a resolution authorizing membership of the additional incorporated municipality or county, specifying the membership payment, if any, to be made by the additional incorporated municipality or county to reflect its pro rata share of organizational, planning and other 41

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pre-existing expenditures, and describing additional conditions, if any, associated with membership, (c) the adoption of an ordinance required by Public Utilities Code Section 366.2(c)(12) and execution of this Agreement and other necessary program agreements by the incorporated municipality or county as required by the Board, (d) payment of the membership payment, if any, and (e) satisfaction of any conditions established by the Board.

4.3.1 Continuing Participation. The Parties acknowledge that membership in the Authority may change by the addition and/or withdrawal or termination of Parties. The Parties agree to participate with such other Parties as may later be added, as described in Section 4.3. The Parties also agree that the withdrawal or termination of a Party shall not affect this Agreement or the remaining Parties’ continuing obligations under this Agreement.

4.3.2 Termination by Additional Parties. In addition to any financial obligations under Article 6, and in the events that the Board does not require a membership payment to reflect the additional party’s pro rata share of organizational planning and other pre-existing expenditures as allowed by Section 4.3(b) and the additional party withdraws its membership in the Authority within the first five years of becoming a party, the party shall be obligated to reimburse the Authority for all the costs related to the cost of launch, including but not limited to the costs of updating the Implementation Plan and mailings to party’s accounts.

ARTICLE 5: FINANCIAL PROVISIONS

5.1 Fiscal Year. The Authority’s fiscal year shall be 12 months commencing July 1 or the date selected by the Agency and ending June 30. The fiscal year may be changed by Board resolution.

5.2 Depository.

5.2.1 All funds of the Authority shall be held in separate accounts in the name of the Authority and not commingled with funds of any Party or any other person or entity.

5.2.2 All funds of the Authority shall be strictly and separately accounted for, and regular reports shall be rendered of all receipts and disbursements, at least quarterly during the fiscal year. The books and records of the Authority shall be open to inspection by the Parties at all reasonable times. The Board shall contract with a certified public accountant or public accountant to make an annual audit of the accounts and records of the Authority, which shall be conducted in accordance with the requirements of Section 6505 of the Act.

5.2.3 All expenditures shall be made in accordance with the approved budget and upon the approval of any officer so authorized by the Board in accordance with its Operating Rules and Regulations. The Treasurer shall draw checks or warrants or make payments by other means for claims or disbursements not within an applicable budget only upon the prior approval of the Board.

5.3 Budget and Recovery of Costs.
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5.3.1 Budget. The annual budget shall be approved by the Board. Staff shall report to the Board quarterly budget results and any significant budget variances. The Board may revise the budget as needed to address any significant changes and/or unexpected expenses incurred.

5.3.2 Funding of Initial Costs. The County of San Mateo has funded certain activities necessary to implement the CCA Program. If the CCA Program becomes operational, these Initial Costs paid by the County of San Mateo shall be included in the customer charges for electric services as provided by Section 5.3.3 to the extent permitted by law, and the County of San Mateo shall be reimbursed from the payment of such charges by customers of the Authority. Prior to such reimbursement, the County of San Mateo shall provide such documentation of costs paid as the Board may request. The Authority may establish a reasonable time period over which such costs are recovered. In the event that the CCA Program does not become operational, the County of San Mateo shall not be entitled to any reimbursement of the Initial Costs it has paid from the Authority or any Party.

5.3.3 CCA Program Costs. The Parties desire that all costs incurred by the Authority that are directly or indirectly attributable to the provision of electric, conservation, efficiency, incentives, financing, or other services provided under the CCA Program, including but not limited to the establishment and maintenance of various reserves and performance funds and administrative, accounting, legal, consulting, and other similar costs, shall be recovered through charges to CCA customers receiving such electric services, or from revenues from grants or other third-party sources.

ARTICLE 6: WITHDRAWAL AND TERMINATION

6.1 Withdrawal.

6.1.1 Right to Withdraw. A Party may withdraw its participation in the CCA Program, effective as of the beginning of the Authority’s fiscal year, by giving no less than 12 months advance written notice of its election to do so, which notice shall be given to the Authority and each Party. Withdrawal of a Party shall require an affirmative vote of the Party’s governing board.

6.1.2 Right to Withdraw After Amendment. Notwithstanding Section 6.1.1, a Party may withdraw its membership in the Authority following an amendment to this Agreement adopted by the Board which the Party’s Director(s) voted against provided such notice is given in writing within thirty (30) days following the date of the vote. Withdrawal of a Party shall require an affirmative vote of the Party’s governing board and shall not be subject to the twelve month advance notice provided in Section 6.1.1. In the event of such withdrawal, the Party shall be subject to the provisions of Section 6.3.

6.1.3 The Right to Withdraw Prior to Program Launch. After receiving bids from power suppliers, the Authority must provide to the Parties the report from the electrical utility consultant retained by the Authority that compares the total estimated electrical rates that 43

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the Authority will be charging to customers as well as the estimated greenhouse gas emissions rate and the amount of estimated renewable energy used with that of the incumbent utility. If the report provides that the Authority is unable to provide total electrical rates, as part of its baseline offering, to the customers that are equal to or lower than the incumbent utility or to provide power in a manner that has a lower greenhouse gas emissions rate or uses more renewable energy than the incumbent utility, a Party may immediately withdraw its membership in the Authority without any financial obligation, as long as the Party provides written notice of its intent to withdraw to the Authority Board no more than fifteen days after receiving the report.

6.1.4 Continuing Financial Obligation; Further Assurances. Except as provided by Section

6.1.3, a Party that withdraws its participation in the CCA Program may be subject to certain continuing financial obligations, as described in Section 6.3. Each withdrawing Party and the Authority shall execute and deliver all further instruments and documents, and take any further action that may be reasonably necessary, as determined by the Board, to effectuate the orderly withdrawal of such Party from participation in the CCA Program.

6.2 Involuntary Termination of a Party. Participation of a Party in the CCA program may be terminated for material non-compliance with provisions of this Agreement or any other agreement relating to the Party’s participation in the CCA Program upon a vote of Board members as provided in Section 3.7.5. Prior to any vote to terminate participation with respect to a Party, written notice of the proposed termination and the reason(s) for such termination shall be delivered to the Party whose termination is proposed at least 30 days prior to the regular Board meeting at which such matter shall first be discussed as an agenda item. The written notice of proposed termination shall specify the particular provisions of this Agreement or other agreement that the Party has allegedly violated. The Party subject to possible termination shall have the opportunity at the next regular Board meeting to respond to any reasons and allegations that may be cited as a basis for termination prior to a vote regarding termination. A Party that has had its participation in the CCA Program terminated may be subject to certain continuing liabilities, as described in Section 6.3.

6.3 Continuing Financial Obligations; Refund. Except as provided by Section 6.1.3, upon a withdrawal or involuntary termination of a Party, the Party shall remain responsible for any claims, demands, damages, or other financial obligations arising from the Party membership or participation in the CCA Program through the date of its withdrawal or involuntary termination, it being agreed that the Party shall not be responsible for any financial obligations arising after the date of the Party’s withdrawal or involuntary termination. Claims, demands, damages, or other financial obligations for which a withdrawing or terminated Party may remain liable include, but are not limited to, losses from the resale of power contracted for by the Authority to serve the Party’s load. With respect to such financial obligations, upon notice by a Party that it wishes to withdraw from the CCA Program, the Authority shall notify the Party of the minimum waiting period under which the Party would have no costs for withdrawal if the Party agrees to stay in the CCA Program for such period. The waiting period will be set to the minimum duration such that there are no costs transferred to remaining ratepayers. If the Party elects to withdraw before the end of the minimum waiting period, the charge for exiting shall be set at a dollar amount that would offset actual costs to the remaining ratepayers, and may not include punitive charges that exceed actual costs. In addition, such Party shall also be responsible for any costs or obligations associated with the Party’s participation in any program in accordance with the provisions of any agreements relating to such program provided such costs or 44

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obligations were incurred prior to the withdrawal of the Party. The Authority may withhold funds otherwise owing to the Party or may require the Party to deposit sufficient funds with the Authority, as reasonably determined by the Authority and approved by a vote of the Board of Directors, to cover the Party’s financial obligations for the costs described above. Any amount of the Party’s funds held on deposit with the Authority above that which is required to pay any financial obligations shall be returned to the Party. The liability of any Party under this section 6.3 is subject and subordinate to the provisions of Section 2.2, and nothing in this section 6.3 shall reduce, impair, or eliminate any immunity from liability provided by Section 2.2.

6.4 Mutual Termination. This Agreement may be terminated by mutual agreement of all the Parties; provided, however, the foregoing shall not be construed as limiting the rights of a Party to withdraw its participation in the CCA Program, as described in Section 6.1.

6.5 Disposition of Property upon Termination of Authority. Upon termination of this Agreement, any surplus money or assets in possession of the Authority for use under this Agreement, after payment of all liabilities, costs, expenses, and charges incurred under this Agreement and under any program documents, shall be returned to the then-existing Parties in proportion to the contributions made by each.

ARTICLE 7: MISCELLANEOUS PROVISIONS

7.1 Dispute Resolution. The Parties and the Authority shall make reasonable efforts to informally settle all disputes arising out of or in connection with this Agreement. Should such informal efforts to settle a dispute, after reasonable efforts, fail, the dispute shall be mediated in accordance with policies and procedures established by the Board.

7.2 Liability of Directors, Officers, and Employees. The Directors, officers, and employees of the Authority shall use ordinary care and reasonable diligence in the exercise of their powers and in the performance of their duties pursuant to this Agreement. No current or former Director, officer, or employee will be responsible for any act or omission by another Director, officer, or employee.

The Authority shall defend, indemnify and hold harmless the individual current and former Directors, officers, and employees for any acts or omissions in the scope of their employment or duties in the manner provided by Government Code Sections 995 et seq. Nothing in this section shall be construed to limit the defenses available under the law, to the Parties, the Authority, or its Directors, officers, or employees.

7.3 Indemnification of Parties. The Authority shall acquire such insurance coverage as is necessary to protect the interests of the Authority, the Parties, and the public. The Authority shall defend, indemnify, and hold harmless the Parties and each of their respective Board or Council members, officers, agents and employees, from any and all claims, losses, damages, costs, injuries, and liabilities of every kind arising directly or indirectly from the conduct, activities, operations, acts, and omissions of the Authority under this Agreement.

7.4 Amendment of this Agreement. This Agreement may not be amended except by a written amendment approved by a vote of Board members as provided in Section 3.7.5. The Authority shall provide written notice to all Parties of amendments to this Agreement, including the effective date 45

10/22/20 and 09/26/2024
of such amendments, at least 30 days prior to the date upon which the Board votes on such amendments.

7.5 Assignment. Except as otherwise expressly provided in this Agreement, the rights and duties of the Parties may not be assigned or delegated without the advance written consent of all of the other Parties, and any attempt to assign or delegate such rights or duties in contravention of this Section

7.5 shall be null and void. This Agreement shall inure to the benefit of, and be binding upon, the successors and assigns of the Parties. This Section 7.5 does not prohibit a Party from entering into an independent agreement with another agency, person, or entity regarding the financing of that Party’s contributions to the Authority, or the disposition of proceeds which that Party receives under this Agreement, so long as such independent agreement does not affect, or purport to affect, the rights and duties of the Authority or the Parties under this Agreement.

7.6 Severability. If one or more clauses, sentences, paragraphs or provisions of this Agreement shall be held to be unlawful, invalid or unenforceable, it is hereby agreed by the Parties, that the remainder of the Agreement shall not be affected thereby. Such clauses, sentences, paragraphs or provision shall be deemed reformed so as to be lawful, valid and enforced to the maximum extent possible.

7.7 Further Assurances. Each Party agrees to execute and deliver all further instruments and documents, and take any further action that may be reasonably necessary, to effectuate the purposes and intent of this Agreement.

7.8 Execution by Counterparts. This Agreement may be executed in any number of counterparts, and upon execution by all Parties, each executed counterpart shall have the same force and effect as an original instrument and as if all Parties had signed the same instrument. Any signature page of this Agreement may be detached from any counterpart of this Agreement without impairing the legal effect of any signatures thereon, and may be attached to another counterpart of this Agreement identical in form hereto but having attached to it one or more signature pages.

7.9 Parties to be Served Notice. Any notice authorized or required to be given pursuant to this Agreement shall be validly given ifserved in writing either personally, by deposit in the United States mail, first class postage prepaid with return receipt requested, or by a recognized courier service.

Notices given (a) personally or by courier service shall be conclusively deemed received at the time of delivery and receipt and (b) by mail shall be conclusively deemed given 48 hours after the deposit thereof (excluding Saturdays, Sundays and holidays) if the sender receives the return receipt. All notices shall be addressed to the office of the clerk or secretary of the Authority or Party, as the case may be, or such other person designated in writing by the Authority or Party. Notices given to one Party shall be copied to all other Parties. Notices given to the Authority shall be copied to all Parties. 46 Effective 2/29/16 as Amended
03/28/19 and 10/22/20
Exhibit A
Definitions
“Act” means the Joint Exercise of Powers Act of the State of California (Government Code Section 6500 et seq.)
“Administrative Services Agreement” means an agreement or agreements entered into after the Effective Date by the Authority with an entity that will perform tasks necessary for planning, implementing, operating and administering the CCA Program or any other energy programs adopted by the Authority.
“Agreement” means this Joint Powers Agreement.
“Annual Energy Use” has the meaning given in Section 3.7.1. “Authority” means the Peninsula Clean Energy Authority. “Authority Document(s)” means document(s) duly adopted by the Board by resolution or motion implementing the powers, functions, and activities of the Authority, including but not limited to the Operating Rules and Regulations, the annual budget, and plans and policies. “Board” means the Board of Directors of the Authority.
“CCA” or “Community Choice Aggregation” means an electric service option available to cities and counties pursuant to Public Utilities Code Section 366.2. “CCA Program” means the Authority’s program relating to CCA that is principally described in Sections 2.3, 2.4, and 4.1.
“Director” means a member of the Board of Directors representing a Party. “Effective Date” means February 29, 2016 or when the County of San Mateo and at least two municipalities execute this Agreement, whichever occurs later, as further described in Section

2.1. “Implementation Plan” means the plan generally described in Section 4.1.2 of this Agreement that is required under Public Utilities Code Section 366.2 to be filed with the California Public Utilities Commission for the purpose of describing a proposed CCA Program. “Initial Costs” means all costs incurred by the County and/or Authority relating to the establishment and initial operation of the Authority, such as the hiring of a Chief Executive Officer and any administrative staff, and any required accounting, administrative, technical, or legal services in support of the Authority’s initial activities or in support of the negotiation, preparation, and approval of one or more Administrative Services Agreements.
47 Effective 2/29/16 as Amended
03/28/19 and 10/22/20
Exhibit A (cont.)
Definitions
“Operating Rules and Regulations” means the rules, regulations, policies, bylaws and procedures governing the operation of the Authority.
“Parties” means, collectively, any municipality or county that executes this Agreement. “Party” means a signatory to this Agreement.
“Total Annual Energy” has the meaning given in Section 3.7.1. 48 Effective 2/29/16 as Amended
03/28/19 and 10/22/20
Exhibit B
List of Parties
Parties:

Atherton
Belmont
Brisbane
Burlingame
Colma
County of San Mateo
Daly City
East Palo Alto
Foster City
Half Moon Bay
Hillsborough
Los Banos
Menlo Park
Millbrae
Pacifica
Portola Valley
Redwood City
San Bruno
San Carlos
San Mateo
South San Francisco
Woodside
49 Effective 2/29/16 as Amended
03/28/19 and 10/22/20
Exhibits C and D
Annual Energy Use and Voting Shares

ANNUAL ENERGY USE WITHIN PCE

JURISDICTIONS AND VOTING SHARES
Twelve Months Ended November [date]
Party Total kWh Voting
Share

SAN MATEO
COUNTY
Total 100
50

San Juan Pump Station and Force Main Rehabilitation Project - Staff Report (1).docx

STAFF REPORT
Meeting Date: April 14, 2026
Agency: City of Belmont
Staff Contact: Bozhena Palatnik, Senior Civil Engineer, Public Works, (650) 595-7463, [email protected]
Agenda Title: San Juan Pump Station and Force Main Rehabilitation Project Agenda Action: Resolution
Recommendation
Adopt a Resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to negotiate and execute a construction contract with the lowest responsible and responsive bidder for the San Juan Pump Station and Force Main Rehabilitation Project (City Contract Number 2026-645) in the amount of $6,280,000 for a total not-to-exceed 6,908,000, including a 10% construction contingency; and approving a task order with Tanner Pacific, Inc. for construction management services in an amount not to exceed $1,265,000.

Strategic Focus Area
Infrastructure and Mobility
Background
The San Juan Pump Station, located at 3118 East Laurel Creek, is the largest of the City’s ten sanitary sewer pump stations. Originally built in 1956, the facility has undergone several upgrades, including major rehabilitations in 1977 and 1997. More recent improvements include a generator upgrade in 2008, roof replacement in 2009, and installation of new pumps and exhaust fans in 2012.

In 2015, City retained Pure Engineering Services Inc. to evaluate the condition of sanitary sewer force mains citywide. The project included engineering analysis, soil corrosion survey, pipe condition assessment, and a list of necessary repair or replacement recommendations. The San Juan sanitary sewer force main, which is the longest force main in Belmont at nearly 5,000 linear feet, was identified for future rehabilitation due to severely corrosive soil conditions.

In 2017, City staff hired HydroScience Engineers to conduct a condition and capacity assessment of the City’s sanitary sewer pump stations. The results of the assessment were summarized in a report containing recommendations and approximate cost estimates for repairs and upgrades. The San Juan and North Road Pump Stations were identified as top priorities for rehabilitation and upgrade due to their aging infrastructure, end-of-life condition, and capacity limitations.

In 2025, the City adopted the Belmont Sanitary Sewer Master Plan, which identified upgrades to the San Juan Pump Station, associated force main, and the downstream gravity pipe at the point of discharge as a priority short-term capital project.
51

San Juan Pump Station and Force Main Rehabilitation Project - Staff Report (1).docx Analysis
The City retained Schaaf & Wheeler to prepare the design, drawing on their extensive experience with similar sanitary sewer pump station projects. Plans and specifications have been completed, and the project is now ready to be advertised for construction.

Construction will include installation of a new precast concrete wet well and valve vault; four new pumps, discharge piping and valves, and related appurtenances; a new electric service and motor control center with associated wiring and sensors; and miscellaneous improvements to the existing pump station building. The project also includes construction of a new force main with access structures, a new gravity sewer main pipe; and manhole coating and modifications. These improvements are critical to maintaining reliable wastewater infrastructure and reducing the risk of sanitary sewer overflows.

Bids are anticipated to open in May 2026 with construction expected to begin in July 2026. Due to long lead times for specialized pump station equipment, project completion is anticipated in 2028. The Engineer’s Estimate for construction is $6,908,000, including a 10% contingency.

Given the project’s complexity, anticipated construction traffic impacts, and the need for ongoing coordination with the public, complexity of construction elements, dedicated construction management and inspection support is essential to maintain schedule, manage risks, and ensure successful project delivery. Staff solicited fee proposals from three on-call consultant firms, and Tanner Pacific, Inc. (TPI) was selected based on their demonstrated experience delivering similar underground utility construction projects. The cost for construction management, engineering support, inspection, and quality assurance services is $1,265,000.

Construction will result in significant traffic impactsthroughout the duration of the project during working hours, particularly along San Juan Boulevard where the new force main will be constructed. Other affected areas include Cipriani Boulevard between Ralston Avenue and San Juan Boulevard, East Laurel Creek between San Juan Boulevard and Bay Court, and Lyall Way between Lake Road and Ralston Avenue.

The City will implement a comprehensive public outreach program to keep residents informed and minimize disruptions throughout construction.

Alternatives

1. Take no action.

2. Refer to staff for additional information.

Attachments
A. Resolution
B. Plans
C. Specifications
D. Construction Management and Inspection Proposal from Tanner Pacific, Inc. 52

San Juan Pump Station and Force Main Rehabilitation Project - Staff Report (1).docx Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

The construction cost, including contingency, plus construction management services totaling $8,173,000 will come from the San Juan Pump Station Project (Account # 399-3-730-7089- 9030 with $5,198,607 coming from the Sewer Collection
Capital Fund and $2,774,653 from the Sewer Connection Fees Fund), and $199,740 will come from the Lyall Way Sewer
Capacity Improvement Project funded by Sewer Connection Fees Fund (Account #399-3-710-7098-9030).

Source: Purpose: Public Outreach:

Staff Statutory/Contractual Requirement Posting of Agenda 53

RESOLUTION NO. 2026 –

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT

APPROVING THE SAN JUAN PUMP STATION AND FORCE MAIN

REHABILITATION PROJECT PLANS, BIDDING, AND CONSTRUCTION MANAGEMENT SERVICES (CONTRACT NO. 2026-645)
WHEREAS, the Department of Public Works and Schaaf & Wheeler have completed preparation of plans and specifications for the San Juan Pump Station and Force Main Rehabilitation Project, CCN 2026-645; and
WHEREAS, the project was budgeted from the Account #399-3-730-7089-9030/San Juan Pump Station Project, and Account #399-3-710-7098-9030/Lyall Way Sewer Capacity Improvement Project; and
WHEREAS, the construction phase of the project is estimated to be $6,280,000 plus a 10% construction contingency; and
WHEREAS, Tanner Pacific, Inc. was selected to provide the City with construction management and inspection services for an amount not to exceed $1,265,000.

NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:

SECTION 1.

Approve Plans and Specifications for the San Juan Pump Station and Force Main Rehabilitation Project (City Contract No. 2026-645) are hereby approved.

SECTION 2. Authorize to Advertise for Bids
The City Clerk is authorized to advertise for sealed bids for the Project in accordance with applicable laws and procedures.

SECTION 3. Authorize to Award Construction Contract
The City Manager is authorized to negotiate and execute a construction contract with the lowest responsible and responsive bidder in an amount not to exceed $6,280,000, plus a contingency of up to 10%.

SECTION 4. Approve Construction Management Services
The City Manager is authorized to execute a task order with Tanner Pacific, Inc. for construction management services in an amount not to exceed $1,265,000. 54

* * *
ADOPTED April 14, 2026 by the City of Belmont City Council by the following vote:

Ayes:

Noes:

Absent:

Abstain:

ATTEST:

City Clerk Mayor
APPROVED AS TO FORM:

City Attorney
55 TANNER

PACIFIC
March 20, 2026
Bozhena Palatnik, PE
Senior Engineer
Public Works Department
City of Belmont
One Twin Pines Lane, Suite 385 Belmont, CA 94002
751 Laurel Street, Suite 609
San Carlos, CA 94070
Subject:

Project:

Construction Management and Inspection Service for the City of Belmont San Juan Pump Station & Force Main Rehabilitation Project City Contract 2025-645
Dear Ms. Palatnik,
Tanner Pacific, Inc. is pleased to submit the following proposal to provide Pre-Construction, Construction Management, and Inspection services for the San Juan Pump Station & Force Main Rehabilitation Project. Our proposed Preconstruction and Construction Management scope of services and proposed budget are attached, as requested.

The City of Belmont seeks a trusted, responsive partner to help guide this high-profile project to a successful outcome. TPI has the available resources, experience working together as a trusted partner with the City of Belmont, and a proven track record of successfully providing full CM and Inspection services on a variety of similar, complex projects.

Based on discussions with the City, we have included full-time inspection for the project with an option to add a second inspector. Should this project take longer than anticipated, we will need to discuss an amendment to our budget for the extra time.

Please contact me at (925) 260-0727 or [email protected] with any questions regarding this proposal. We appreciate this opportunity to provide continued services to the City of Belmont.

Sincerely,
Tanner Pacific, Inc.

I �
J.o
ci/Brosnan, �.f::::::-�
P.E.
, --..,.

Director of Construction Management Services
Attachments
Exhibit I: Scope of Services
Exhibit II: Proposed Work Hours and Budget
(650] 585-4484 phone www.tannerpac1fic.com
56 57
58 59
CITY OF BELMONT SAN MATEO COUNTY, CALIFORNIA CITY CONTRACT NUMBER 2025-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SAN JOSE HALF MOON BAY BELMONT 1 28092 1 880 101 280 FREMONT 17 880 680 101 101 1 1SAUSALITO SAN FRANCISCO OAKLAND 80 101 101 680 80 580 80 92 880 680 PROJECT LOCATION NO SCALE VICINITY MAP 80 580 SAN MATEOSAN CARLOS TITLE SHEET 1T1 USA AGENCY INDEX CITY OF BELMONT - PUBLIC WORKS CITY OF BELMONT - POLICE AT&T PACIFIC GAS & ELECTRIC MID PENINSULA WATER DISTRICT COMCAST RECOLOGY SAN MATEO COUNTY TRANSIT DISTRICT (650) 595-7427 (650) 595-7400 (800) 210-2355 (800) 743-5000 (650) 591-8941 (800) 266-2278 (650) 595-3900 (800) 660-4287 APPROVED BY CITY COUNCIL ON EDRIC KWAN - DIRECTOR OF PUBLIC WORKS STAFF CITY MANAGER AFSHIN OSKOUI CITY ATTORNEY SCOTT RENNIE CITY CLERK JOZI PLUT CITY COUNCIL MAYOR JULIA MATES VICE MAYOR CATHY JORDAN COUNCILMEMBER ROBIN PANG-MAGANARIS COUNCILMEMBER GINA LATIMERLO COUNCILMEMBER TOM MCCUNE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DRAWING INDEX SHEET # DRAWING # TITLE 1 T1 TITLE SHEET 2 T2 NOTES, LEGEND, & ABBREVIATIONS 3 T3 MAP INDEX 4 C1 SSFM PLAN & PROFILE 5 C2 SSFM PLAN & PROFILE 6 C3 SSFM PLAN & PROFILE 7 C4 SSFM PLAN & PROFILE 8 C5 SSFM PLAN & PROFILE 9 C6 SSFM PLAN & PROFILE 10 C7 SSFM PLAN & PROFILE 11 C8 SSFM PLAN & PROFILE 12 C9 SSFM PLAN & PROFILE 13 C10 SSFM PLAN & PROFILE 14 C11 GRAVITY SEWER PLAN & PROFILE 15 C12 LYALL GRAVITY SEWER PLAN & PROFILE 16 C13 BUILDING DEMOLITION PLAN 17 C14 BUILDING DEMOLITION SECTIONS 18 C15 BUILDING IMPROVEMENT SECTIONS 19 C16 BUILDING IMPROVEMENT PLAN 20 C17 PUMP STATION PLAN 21 C18 PUMP STATION SECTION 22 C19 VALVE VAULT SECTION 23 D1 DETAILS 24 D2 DETAILS 25 D3 DETAILS 26 D4 DETAILS 27 D5 DETAILS 28 E01 ELECTRICAL SYMBOLS & ABBREVIATIONS 29 E02 SWITCHBOARD ONE-LINE & ELEVATION 30 E03 ONE-LINE & ELEVATIONS 31 E04 ELEMENTARY DIAGRAM 32 E05 MIXER PANEL ELEMENTARY & ELEVATION 33 E06 CONTROL PANEL ELEVATION & LAYOUT 34 E07 CONTROL PANEL POWER DISTRIBUTION DIAGRAM 35 E08 APPLICATION MANAGER WIRING DIAGRAM 36 E09 PLC I/O WIRING DIAGRAMS 37 E10 PLC I/O WIRING DIAGRAMS 38 E11 PLC I/O WIRING DIAGRAMS 39 E12 PLC I/O WIRING DIAGRAMS 40 E13 BUILDING POWER & CONTROL PLAN 41 E14 LIGHTING & RECEPTACLE PLAN 42 E15 WETWELL AREA ELECTRICAL PLAN 43 E16 UTILITY PLAN 44 E17 ELECTRICAL DEMOLITION PLAN 45 E18 MISSION WIRING DIAGRAM 46 E19 WETWELL TERMINATION PANELS 47 E20 ELECTRICAL DETAILS 1 48 E21 ELECTRICAL DETAILS 1 49 I01 INSTRUMENTATION SYMBOLS & ABBREVIATIONS 50 I02 SAN JUAN PUMP STATION P&ID 51 I03 SAN JUAN PUMP STATION P&ID 52 S1 TYPICAL NOTES, SPECIFICATIONS, & DETAILS 53 S2 STATEMENT OF SPECIAL INSPECTIONS 54 S3 FOUNDATION PLANS & DETAILS 55 S4 ROOF FRAMING PLAN & DETAILS 60 NOTES, LEGEND, AND ABBREVIATIONS
2T2 ABBREVIATIONS ABABS ACACP APPROX APN ASPH CBCCTV CIPP CONC CDF CLR CMP CMU CVR CI CIP CIPP CODEG DIA DIP DEDEPT. DO EELEV, ELEXIST, (E) FL AGGREGATE BASE ACRYLONITRILE BUTADIENE STYRENE PIPE ASPHALTIC CONCRETE ASPHALTIC CONCRETE PIPE APPROXIMATE ASSESSORS PARCEL NUMBER ASPHALT CATCH BASIN CLOSED CIRCUIT TELEVISION CAST IN PLACE PIPE CONCRETE CONTROLLED DENSITY FILL CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT COVER CAST IRON CAST IRON PIPE CURED IN PLACE PIPE CLEANOUT DEGREE DIAMETER DUCTILE IRON PIPE DRAINAGE EASEMENT DEPARTMENT DOWN STREAM EAST ELEVATION EXISTING FLOW LINE FMFRP FTGND GPM HBHDPE HOR. I.D. INV LLFLHLT. MHMAX MIN MPWD (N) NNTS OD(P) PCC PDWF PHPTPUE PVC PWWF FORCE MAIN FIBER REINFORCED PLASTIC FOOT GROUND GALLONS PER MINUTE HOSE BIB HIGH DENSITY POLYETHYLENE HORIZONTAL INSIDE DIAMETER INVERT LENGTH LINEAR FOOT LAMPHOLE LEFT MANHOLE MAXIMUM MINIMUM MID-PENINSULA WATER DISTRICT NEW NORTH NOT TO SCALE OUTSIDE DIAMETER PROPOSED PORTLAND CEMENT CONCRETE PEAK DRY WEATHER FLOW POTHOLE PRESSURE TREATED PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PIPE PEAK WET WEATHER FLOW STORM DRAIN EXISTING PROPOSED SD SANITARY SEWER SS WATER LINE

W GAS LINEG EDGE OF PAVEMENT SIDEWALK SANITARY SEWER MANHOLE STORM DRAIN MANHOLE STORM DRAIN INLET FENCE X
X

X WATER VALVE FIRE HYDRANT LEGEND SS SANITARY SEWER FORCE MAIN SSFM SURVEY MONUMENT UNDERGROUND ELECTRICAL UE UE UNDERGROUND TELECOMMUNICATION OVERHEAD ELECTRICAL/ TELECOMMUNICATION OHE OHE PROPERTY LINE Q
RRCB RCP REINF. REL REQD RT. SSDSDE SDR SIMSPECS SSSSMH SSLH STA STD STR. TFL TGTYP U.N.O. UPVCP VER. WW/ X-ING FLOW RATE RADIUS REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REINFORCED, REINFORCING RELATIVE REQUIRED RIGHT SOUTH, SLOPE STORM DRAIN STORM DRAIN EASEMENT STANDARD DIMENSION RATIO SIMILAR SPECIFICATIONS STAINLESS STEEL, SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER LAMPHOLE STATION STANDARD STRUCTURE TOP OF FLOW LINE TOP GRATE TYPICAL UNLESS NOTED OTHERWISE UPSTREAM VITRIFIED CLAY PIPE VERTICAL WEST, WATER WITH CROSSING T
T SEWER FLOW DIRECTION D1
7 /SS/ /SS/ /FM/ /FM/ ABANDONED SANITARY SEWER ABANDONED GAS LINE /G/ OPEN TRENCH CONSTRUCTION 1. OPEN TRENCH CONSTRUCTION SHALL BE DONE IN CONFORMANCE W/ DETAIL W/ A TRENCH CUTOFF CUTOFF WALL AT APPROXIMATELY 200-FOOT INTERVALS PER . WHERE (N) GRAVITY SEWER OR FORCE MAIN PIPE IS 5-FEET OR LESS FROM WATER MAIN, BACKFILL W/ CDF PER DETAIL 2. ANY DAMAGED OR REMOVED CONCRETE CURB AND GUTTERS SHALL BE REPLACED PER & WATER NOTES 1. LOCATIONS WHERE NEW GRAVITY SEWER OR FORCE MAIN IS TO BE CONSTRUCTED MUST MEET THE FOLLOWING REQUIREMENTS WHERE HORIZONTAL SEPARATION WITH THE WATER MAIN IS LESS THAN 10 FEET: 1.1. ALL PIPE SHALL EITHER BE INSTALLED WITH RUBBER RING JOINTS OR FUSED JOINTS IN ACCORDANCE WITH THE SPECIFICATIONS. 1.2. LOCATIONS WHERE HORIZONTAL FORCE MAIN AND WATER MAIN SEPARATION DISTANCE IS LESS THAN 5 FEET: BACKFILL USING CDF PER DETAIL . 1.3. BACKFILL EXPOSED WATER MAIN W/ CDF. WRAP EXPOSED PORTION OF WATER MAIN W/ V-BIO POLYETHYLENE PRIOR TO BACKFILLING W/ CDF. 1.4. WATER MAIN SHUT DOWN REQUIREMENTS: 1.4.1. IS TYPICALLY REQUIRED WHEN EXCAVATION OCCUR WITHIN 5 FEET OF THE WATER MAIN. 1.4.2. CONTRACTOR SHALL CONTACT MPWD AT LEAST 3 WORKING DAYS PRIOR TO BURSTING OR EXCAVATION WITHIN 5 FEET OF WATER MAIN SO THE DISTRICT CAN SHUT DOWN THE WATER MAIN. 1.4.3. CONTRACTOR SHALL LIMIT SHUT DOWNS TO RESIDENCES A MAXIMUM OF TWO TIMES FOR A MAXIMUM 6 HOUR PERIOD. CONTRACTOR SHALL CONTACT MPWD AT LEAST 3 DAYS IN ADVANCE TO SCHEDULE A TEMPORARY WATER SHUT DOWN. TEMPORARY WATER SHUT DOWNS ARE ONLY PERMITTED FROM TUESDAY THOUGH FRIDAY. 2. WATER SERVICE LATERALS WILL BE ENCOUNTERED DURING OPEN TRENCH CONSTRUCTION. WATER SERVICE LINES ARE NOT SHOWN ON THE PLANS. CONTRACTOR SHALL USE CARE WHEN WORKING AROUND WATER SYSTEMS. CONTRACTOR SHALL LOCATE, CAREFULLY EXPOSE, AND PROTECT WATER SERVICE CROSSINGS DURING CONSTRUCTION. ANY REPAIRS PERFORMED BY MPWD DUE TO A WATER MAIN OR SERVICE BREAK DUE TO CONTRACTOR ACTIVITIES WILL BE BILLED TO THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY REPAIRS TO PUBLIC AND PRIVATE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO PROPERTY DAMAGE AND LANDSCAPING THAT IS A RESULT OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES. IN THE EVENT THAT A WATER MAIN OR SERVICE IS DAMAGED, CONTRACTOR SHALL NOTIFY MID-PENINSULA WATER DISTRICT (MPWD) IMMEDIATELY. 3. CONTRACTOR SHALL HAVE AT LEAST TWO (2) WATER SERVICE REPAIR CLAMPS, SMITH-BLAIR 244 FULL CIRCLE RED-CLAMP W/ 304 SS BAND AND SS BOLTS, FOR 6" CAST IRON PIPE, ON SITE DURING ALL GROUND DISTURBING ACTIVITIES. CONTRACTOR SHALL SUBMIT REPAIR CLAMP PRODUCT DATA AND RECEIVE APPROVAL PRIOR TO ANY POTHOLING OR EXCAVATION WORK. CONTRACTOR SHALL REPAIR ANY SERVICE LATERALS AND ALLOW MPWD TO INSPECT IT PRIOR TO BACKFILLING. 4. EXISTING WATER MAIN BENDS ARE LIKELY TO HAVE THRUST BLOCKS. DO NOT DISTURB THE SOIL NEAR WATER MAIN BENDS WITHOUT MPWD APPROVAL. REPLACE ALL DISTURBED OR REMOVED THRUST BLOCKS. 5. CONTRACTOR SHALL POTHOLE ALL WATER MAINS AND WATER SERVICE LINES PRIOR TO CONSTRUCTION. POTHLING REPORTS SHALL BE SUBMITTED TO THE ENGINEER AND MPWD A MINIMUM OF TWO WEEKS PRIOR TO INSTALLING NEW PIPE AT THE WATER MAIN OR SERVICE CROSSING LOCATION. THE FORCE MAIN ALIGNMENT MAY NEED TO BE ADJUSTED TO MEET MINIMUM CLEARANCE REQUIREMENTS. 6. 6. THE NEW SEWER FORCE MAIN SHALL BE INSTALLED WITH A MINIMUM CLEARANCE OF 18 INCHES BETWEEN ALL WATER MAIN CROSSINGS AND 12 INCHES BETWEEN WATER SERVICE LINE CROSSINGS. THE FORCE MAIN ALIGNMENT MAY NEED TO BE ADJUSTED TO MEET THE CLEARANCE REQUIREMENTS. BENCHMARK 1. CINQUINI & PASSARINO CONTROL POINT NO. 6, BEING A SET MAG NAIL & WASHER "CINQUINI & PASSARINO CONTROL" ALONG SAN JUAN BOULEVARD AS SHOWN HEREON. ELEVATION = 385.94' (NAVD 88) 2. THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DETERMINED BY STATIC GPS TIES TO CGPS STATION P178 WITH A PUBLISHED ELLIPSOIDAL HEIGHT OF 425.081,' IN ADDITION TO APPLYING THE NGS GEOID HEIGHT MODEL "GEOID2018." BASIS OF BEARINGS 1. THE BASIS OF BEARINGS FOR THE SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 3, NAD 83, EPOCH 2017.50 AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING SYSTEMS (CGPS) STATION P176 AND STATION P178; BEING NORTH 18'35'30" EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). FLOW RATES 1.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEWER SERVICE AT ALL TIMES DURING CONSTRUCTION. 2. THE ESTIMATED PEAK WET WEATHER FLOW (PWWF) RATES AT VARIOUS LOCATIONS ARE LISTED IN THE TABLE BELOW. PWWF IS APPROXIMATELY 6X HIGHER THAN PEAK DRY WEATHER FLOW (PDWF) 3. SEE TECHNICAL SPECIFICATIONS SECTION 01531 FOR ADDITIONAL REQUIREMENTS. D1 1 D1
2 D1
8 SSFM SEWER FLOW DATA LOCATION FLOW RATE (GPM)
HASKINS PS PWWF (AT SSMH # 432401B) 354 GRAVITY PWWF (AT SSMH # 432406) 1,329 SAN JUAN PS PWWF 1,683 EXISTING MEASURED SAN JUAN PS FLOW RATE 940 PROPOSED PUMP STATION FIRM CAPACITY 1780 ARBORIST NOTES AND TREE PRESERVATION 1. NO CUTTING OF ANY PART OF PRIVATE OR CITY TREES, INCLUDING ROOTS, SHALL BE DONE WITHOUT SECURING APPROVAL AND DIRECT SUPERVISION FROM THE CITY ARBORIST. 2. CONTRACTOR SHALL NOTIFY CITY ARBORIST 72-HOURS IN ADVANCE OF ANY WORK REQUIRING DIGGING AROUND OR WITHIN THE DRIP LINE OF EXISTING TREES. 3. NO TRENCHING SHALL BE DONE WITHIN THE DRIP LINE OF EXISTING TREES WITHOUT THE APPROVAL OF THE CITY ARBORIST. OPEN TRENCHING IN THE ROOT ZONE OF A PUBLIC TREE IS PROHIBITED EXCEPT IN CASES WHERE THE TRENCHING FALLS OUTSIDE THE DRIP LINE OF THE TREE INVOLVED. EXCEPTIONS WILL BE ALLOWED IF , IN THE OPINION OF THE CITY ARBORIST, THE IMPACT OF TRENCHING UPON THE TREE WILL BE NEGLIGIBLE. 4. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT MUST BE REPORTED TO THE CITY/PROJECT ARBORIST WITHIN 6 HOURS SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. THE CITY ARBORIST SHALL BE THE SOLE JUDGE OF THE CONDITION OF ANY TREE. 5. NO MATERIALS, EQUIPMENT, FUELS, PAINT, SPOIL, WASTE, OR WASH-OUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE DRIP-LINE OF A TREE. 6. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAR VEGETATION AS REQUIRED FOR ACCESS TO THE SITES. NO ADDITIONAL COST SHALL BE PAID BY THE CITY FOR THIS WORK. TRAFFIC CONTROL 1.

CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING AS SPECIFIED IN SPECIFICATION SECTION 01120-1.10. 2. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC TO THE MAXIMUM EXTENT POSSIBLE. CONTRACTOR MAY PERFORM TEMPORARY STREET SHUT DOWNS AND DETOUR TRAFFIC WHEN NECESSARY. NECESSARY ROAD CLOSURE IS LIMITED TO THE HOURS OF 9 AM TO 3 PM. 3. CONTRACTOR SHALL INSTALL A CHANGEABLE MESSAGE SIGN (CMS) ON SAN JUAN BLVD AT LEAST 2 WEEKS PRIOR TO CONSTRUCTION. THE CMS SHALL REMAIN ONSISTE UNTIL ALL WORK IS COMPLETE. ALL MESSAGES SHALL BE APPROVED BY THE CITY. PROJECT STATION LINE 1. THE PROJECT STATION LINE IS BASED ON THE ALIGNMENT OF THE EXISTING GRAVITY SEWER SYSTEM FROM THE CENTER OF MANHOLE TO CENTER OF MANHOLE AS SHOWN ON THE PLANS. THE LOCATION OF THE MANHOLES IS APPROIMATE BASED ON CITY BASEMAPS AND FIELD MEASUREMENTS. FORCE MAIN ALIGNMENT 1. THE PROPOSED FORCE MAIN ALIGNMENT IS APPROXIMATE AND IS BASED ON CITY BASEMAPS, AVAILABLE UTILITY DATA, AND FIELD MEASUREMENTS. THE ALIGNMENT INCORPORATES MULTIPLE CURVES AND BENDS TO AVOID CONFLICTS WITH EXISTING UTILITIES AND TO MAINTAIN REQUIRED CLEARANCES FROM EXISTING WATER MAINS AND SERVICES. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES. THE CONTRACTOR SHALL ALSO MARK THE PROPOSED FORCE MAIN ALIGNMENT USING STATIONING AND OFFSETS FROM THE GRAVITY SEWER MAIN (WHICH SERVES AS THE BASIS FOR THE PROJECT STATION LINE). WHERE STATION AND OFFSET DATA IS NOT PROVIDED, THE CONTRACTOR SHALL UTILIZE SCALED MEASUREMENTS FROM THE PLANS TO MARK THE PROPOSED FORCE MAIN ALIGNMENT. 2. THE CONTRACTOR SHALL MARK THE EXISTING UTILITIES AND PROPOSED FORCE MAIN ALIGNMENT A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE A SITE VISIT WITH THE CITY AND ENGINEER TO REVIEW AND ADJUST THE ALIGNMENT AS NECESSARY TO AVOID CONFLICTS AND TO MEET MINIMUM CLEARANCES TO EXISTING WATER MAINS AND SERVICES. 3. NOT ALL FORCE MAIN ELBOWS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL BEND THE PIPE WITHIN THE MANUFACTURER'S RECOMMENDED LIMITS AS NECESSARY TO ACCOMMODATE THE FORCE MAIN ALIGNMENT, AND INSTALL FABRICATED ELBOWS WHERE NECESSARY. NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR FORCE MAIN FITTINGS AND ELBOWS. 4. THE FORCE MAIN ALIGNMENT IS IDENTIFIED IN THE TABLE BELOW WITH THE STATION AND OFFSET FROM THE PROJECT STATION LINE (EXISTING GRAVITY SEWER ALIGNMENT). GENERAL NOTES 1. CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES. 2. ALL WORK SHALL CONFORM TO THE PROJECT PLANS AND THE CITY OF BELMONT STANDARD DETAIL DRAWINGS FOR CONSTRUCTION AND OTHER SPECIFICATIONS REFERENCED THEREIN. 3. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH THE GREENBOOK STANDARD SPECIFICATIONS, CALTRANS STANDARD SPECIFICATIONS, AND CITY'S SPECIFICATIONS. 4. NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE CITY ENGINEER AND DESIGN ENGINEER. 5. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR ENGINEER. 6. CONTRACTOR SHALL SECURE A NO FEE ENCROACHMENT PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 OR 1-800-227-2600. CONTRACTOR SHALL ENSURE UTILITIES ARE MARKED PRIOR TO START OF EXCAVATION ACTIVITIES. MARKINGS OF EXISTING WATER LINES AND FORCE MAINS MAY BE APPROXIMATE AND CONTRACTOR SHALL USE CAUTION WHEN EXCAVATING NEAR UTILITY MARKINGS. 8. THE CONTRACTOR SHALL NOTIFY, BY CIRCULAR, ALL BUSINESS ESTABLISHMENTS AND RESIDENCES LOCATED IN AREAS AFFECTED BY THE WORK ONE WEEK PRIOR TO START OF CONSTRUCTION. AT A MINIMUM, ALL RESIDENTS AND BUSINESS ESTABLISHMENTS WITHIN 100 FEET OF THE WORK AREAS SHALL BE NOTIFIED. A DRAFT OF THE CIRCULAR SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 9. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM PUBLIC RIGHT-OF-WAY. 10. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL TIMES. 11. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION. 12. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE CITY TRAFFIC ENGINEER. 13. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS. 14. THE CONTRACTOR SHALL OBTAIN A PERMIT/WATER METER AND BACKFLOW FROM MID-PENINSULA WATER DISTRICT (MPWD) FOR CONSTRUCTION WATER OBTAINED FROM THE CITY HYDRANT, CALL (650) 591-8941, A FEE AND DEPOSIT WILL BE REQUIRED. 15. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WITH NON-SKID PLATES WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE. 16. CONTRACTOR SHALL COMPLY WITH BEST MANAGEMENT PRACTICES OF CITY'S NPDES PERMIT FOR PROTECTION OF STORM WATER QUALITY. 17. CONTRACTOR SHALL VISIT SITES WITHIN THE STREET RIGHT OF WAY PRIOR TO SUBMITTING BID. 18. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS. 19. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ALL STREET MONUMENTS, LOT CORNER PIPES, AND GRADE STAKES DISTURBED DURING THE PROCESS OF CONSTRUCTION AT THE DIRECTION OF THE CITY. LOCATIONS OF ANTICIPATED STREET MONUMENT REPLACEMENT IS INDICATED ON THE PLANS. STREET MONUMENT REPLACEMENT SHALL BE DONE IN CONFORMANCE W/ DETAIL & SPECIFICATION SECTION 02318-3.04. 20. ALL DISTURBED PAVEMENT STRIPING AND MARKERS SHALL BE REPLACED BY THE CONTRACTOR. ALL DISTURBED MARKINGS AND STENCILS SHALL BE REPLACED IN FULL. ALL STRIPING, MARKINGS, AND STENCILS SHALL BE THERMOPLASTIC. PAVEMENT STRIPING AND MARKINGS SHALL ADHERE TO THE CALTRANS STANDARD SPECIFICATION SECTION 84 AND 85. 21. SURVEY DATA IS LIMITED TO THE SITE OF THE PUMP STATION AND DISCHARGE MANHOLE. ELEVATION DATA FOR ALL OTHER LOCATIONS IS APPROXIMATE AND IS BASED ON THE CITY'S BASEMAP DATA. 22. EXCEPT FOR SURVEYED LOCATIONS; ELEVATIONS, SLOPES, LENGTHS AND STATIONS SHOWN ON

THE DRAWINGS ARE APPROXIMATE BASED ON GIS DATA, ORIGINAL UTILITY DRAWINGS, AND FIELD MEASUREMENTS. THE CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS, DISTANCES, AND ALIGNMENTS. WHERE REPLACING GRAVITY SEWER, CONSTRUCT (N) PIPES WITH CONTINUOUS SLOPE BETWEEN (E) MH INVERT ELEVATIONS. 23. IF FIELD ELEVATIONS AND MEASUREMENTS ARE SIGNIFICANTLY DIFFERENT THAN WHAT IS SHOWN ON THE PLANS, CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO PROCEEDING WITH CONSTRUCTION OF THE IMPROVEMENTS. FIELD ADJUSTMENTS MAY BE NECESSARY TO PROVIDE ADEQUATE PIPE SLOPE, PIPE COVER, CLEARANCE FROM EXISTING UTILITIES, AND TO CONSTRUCT THE IMPROVEMENTS. FORCE MAIN CANNOT CHANGE FROM POSITIVE SLOPE TO NEGATIVE SLOPE WITHOUT THE INSTALLATION OF AN AIR VALVE. 24. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND BASED ON UTILITY MAPS PROVIDED BY THE CITY, AT&T, COMCAST, MPWD, AND PG&E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY NEW FACILITIES IN THIS CONTRACT. REPORT POTENTIAL CONFLICTS TO THE CITY ENGINEER PRIOR TO EXCAVATING FOR NEW FACILITIES. 25. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN ON PLANS. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL POTENTIAL UTILITY CONFLICTS PRIOR TO INSTALLING NEW PIPE. D1 4 D1
4 DATE: NO REVISIONS DATE APPR
2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55

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CA

L I FORN I A
CURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 STATION REFERENCE OFFSET INVERT ELEVATION (ft) 1+42 SSMH 431644A 4.66' LT 181.39 2+58 SSMH 431644 3.36' LT 182.87 4+58 SSMH 431645A 7.37' LT 189.75 5+78 SSMH 431645 5.77' LT 190.04 6+16 SSMH 431602 8.56'LT 190.15 7+39 SSMH 431604 6.32' LT 195.61 8+64 SSMH 431605 7.95' LT 202.03 9+70 SSMH 431606 8.59' LT 210.07 11+83 SSMH 431607 7.11' LT 210.96 12+63 SSMH 431608A 4.64' LT 214.29 13+62 SSMH 431608 5.25' LT 216.10 14+06 SSMH 431609 8.08' LT 216.90 17+28 SSMH 431610 5.78' LT 231.03 18+74 SSMH 431611 5.19' LT 232.56 19+93 SSMH 431701 8.36' LT 233.80 21+24 SSMH 431702 3.93' LT 238.17 23+23 SSMH 431703 4.08' LT 243.62 23+95 SSMH 431704 3.61' LT 246.49 25+67 SSMH 431705 29.45'LT 248.01 26+84 SSMH 431706 6.01' LT 254.12 27+91 SSMH 431707 2.90' RT 255.47 29+99 SSMH 431708A 5.68' RT 265.84 30+82 SSMH 431708 6.14' LT 274.87 32+43 SSMH 431709 14.97' LT 289.00 33+05 SSMH 431710 3.43' RT 291.70 33+95 SSMH 431801 3.33' RT 304.89 35+25 SSMH 433201 5.73' LT 310.48 35+75 SSMH 433202 7.24' LT 312.64 38+71 SSMH 433203 8.42' LT 328.54 40+95 SSMH 433204 5.71' LT 339.98 43+81 SSMH 433205 6.64' LT 351.11 46+90 SSMH 433206 6.88' LT 368.59 48+55 SSMH 442605 21.34' RT 380.17 D3 9 ABANDONED FORCE MAIN
61 LYALL WAY INDEX MAP SCALE: 1" = 200' MAP INDEX 3T3 RALSTON AVE MONSERAT AVE MONTE CREST DR SEQUOIA WAY ALHAMBRA DR C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 SAN JUAN BLVD EAST LAUREL CREEK RD CIPRIANI BLVD PRINDLE RDSCALE: 1 INCH = 200 FEET 200 0 200 400 C12 SAN JUAN BLVD SAN JUAN BLVD C11 RALSTON AVE PULLMAN AVE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 62 ELEVATION STATION 165 170 175 180 185 190 195 200 165 170 175 180 185 190 195 200 0+00 1+00 2+00 3+00 4+00 4+25 (E) 72" CIPP CMP SD STA: 2+10 (E) 12" DIP SSFM STA: 0+66 (E) 6" WATER STA: 2+01 (E) ABANDONED 8" CIP FM STA: 0+67 (E) ABANDONED 8" VCP SS STA: 0+72 (N) 14" X 12' REDUCER (N) SSMH & FLOWMETER
STA: 0+38 18.15' LT
RIM: 186.10
(N) 12" DI SSFM (N) 14" HDPE SSFM 1.8'± STA: 2+47 INV: 182.30 STA: 3+69 INV: 189.41 NOTE 7 STA: 0+45 INV: 180.55 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO 3108 3110
3112
3114 432406 431603 432401B 432402 432401A 431644 SS SS SS SS SS SS SS SS SS SS SSFM /SS/ /SS/ /SS/ /SS/ SSFM /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM W W W W W W W W W W W W W W W W W W SD G G G G G LAUREL CREEK /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ X X X X X X X X X X X X X X XX X X X 431644A 432401 W W SSFM SSFM SSFM SSFM SSFM SSFM (E) SSMH 431644 STA: 2+58 RIM: 189.05 INV: 184.75 (E) 15" PVC SS(E) 72" CIPP LINED CMP SD (E) ABANDONED SSMH 432401 STA: 1+20 RIM: 192.50 (E) INV: 187.90 (S) (E) SSMH 431644A STA: 1+42 RIM: 189.25 (E) 15" PVC SS INV: 183.28 (E) ABANDONED 8" VCP SS (E) 2" STL GAS MAIN(E) ABANDONED SSMH 431603 STA: 3+72 RIM: 195.75 INV: 189.25 (E) ABANDONED 8" VCP SAN JUAN PUMP STATION LAUREL CREEK (E) ABANDONED 8" VCP SS UE UE UE UE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / SS / / / / / / / / / (N) 36 LF OF 15" PVC @ 3.93% REFER TO SHEET C11 FOR ADDITIONAL INFORMATION (E) UNDERGROUND ELECTRICAL, SEE NOTE 4 12'±

11.4'±
(N) 14" HDPE 45 DEGREE ELBOW STA: 0+91 OFFSET: 5.18' RT (N) SSMH 432401A RIM:184.64 (E) INV: 181.68 (IN) (NW) (E) INV: 181.58 (IN) (SW) ABANDON (N) INV:174.00 (IN) (E) (N) INV:173.80 (S) (OUT) (E) INV: 181.52 (E) (OUT) REMOVE (E) 12" VCP SS (E) SSMH 432401B RIM: 190.09 INV: 182.77 (N) INV: 182.75 (SE) FIRST 46 LF OF (E) SSFM IS CONCRETE ENCASED, NOTE 3 (E) SSMH 432406 STA: 80+00 RIM: 192.74 INV: 182.01 (E) INV: 182.14 (S)
(N) SSMH & FLOWMETER STA: 0+38 18.15' LT RIM: 186.10 NOTE 5 (N) 14" HDPE SSFM (N) 14" X 12" REDUCER ABANDON (E) 12" DIP SSFM, NOTE 6 (N) 14" HDPE 45 DEGREE ELBOW STA: 0+51 OFFSET: 18.58' LT (E) RETAINING WALL (N) SSMH 432406A STA: 80+36 STA: 0+05.78± 5.80'±LT RIM: 184.99 INV:173.30 (IN) (N) INV:180.64 (IN) (W)
INV:173.20 (OUT)
(E) SSMH 432402 STA: 0+00 RIM: 189.16 INV: 181.76 (NE)
INV: 182.02 (SW)
0+00
1+00
2+00 3+00
4+00 SCALE: 1 INCH = 20 FEET 20 0 20 40 PLAN VIEW SCALE: 1" = 20' SSFM PLAN AND PROFILE 4C1 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. (E) 12" SSFM IS CONCRETE ENCASED W/ 8" OF CONCRETE ON EITHER SIDE AND 12" OF CONCRETE ABOVE AND BELOW THE FORCE MAIN PIPE FOR THE FIRST 46 LF OUT OF THE PUMP STATION. 4. CONTRACTOR SHALL DETERMINE SIZE AND DEPTH OF ELECTRICAL CONDUIT PRIOR TO INSTALLATION OF NEW SEWER PIPE. CONTRACTOR SHALL COORDINATE WITH PG&E PRIOR TO CONSTRUCTION TO CONFIRM THAT THE ALL NECESSARY CLEARANCE REQUIREMENTS ARE MET. CONTRACTOR SHALL NOTIFY THE CITY OF ANY POTENITAL CONFLICTS. 5. INSTALL (N) SSMH & FLOWMETER PER 6. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 7. WATER MAIN SEPARATION IS LESS THAN 5'. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL WITH CDF PER DETAIL .

MATCH LINE - SEE SHEET C2 D33 D25 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D14 63 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO 3041 3037 3033
3035
725 3032
3038 3040 3100
3102
3104
3106 431605 431602 431604 431645
431603
SS
SS
SS
SS
SS

SS SS SS SS SSFM SSFM SS SS SS SS SS SSFM SSFM

SSFM SSFM
/SS/
/SS/
SSFM
SSFM
SSFM

SSFM SD SD
SD SD
SD
SD
SD

SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W

W LAUREL CREEK RD

EAST LAUREL CREEK RD
SSFM
G

G G G G
G

G G G G G G G
G
G
G
G
G
/G/
/G/
/G/ /G/ /G/ /G/
/G/
/G/
/G/
/G/
/G/ /G/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/
/FM/
/FM/
/FM/
/FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ SAN JUAN BLVD LH431602A SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM (E) SSMH 431602 STA: 6+16 RIM: 197.75 INV: 191.35 (E) SSMH 431604 STA: 7+40 RIM: 201.25 INV: 194.95 (E) SSMH 431605 STA: 8+64 RIM: 207.25 INV: 201.45 (E) 12" PVC SS (E) 12" PVC SS (E) 12" PVC SS (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) 6" CIP WATER MAIN (E) 6" CIP WATER MAIN (E) 36" RCP SD (E) 36" RCP SD (E) 48" RCP SD (E) 15" RCP SD (E) 36" RCP SD (E) 60" RCP SD (E) ABANDONED 8" CIP SSFM (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) SSMH 431645 STA: 5+78 RIM: 197.25 INV: 190.55 (E) SDMH 1A STA: 8+40 RIM: 205.75 INV: 196.75 (E) SDCB 1B STA: 8+19 RIM: 204.75 INV: 195.75 431645A / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) FM ACCESS STR. #1 STA: 4+63 7.32' LT RIM: 196.26 NOTE 5 ABANDON (E) 12" DIP SSFM NOTE 4 12'± 12.3'± (E) SSMH 431645A STA: 4+58 RIM: 196.25 INV THRU: 187.95 (12") (N) 14" HDPE 22.5 DEGREE ELBOW STA: 5+97 OFFSET: 2.82' LT (E) ABANDONED GAS MAIN (E) 2" STL GAS MAIN (N) 14" HDPE 22.5 DEGREE ELBOW STA: 6+29 OFFSET: 5.62' LT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 7+41 OFFSET: 6.32' LT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 8+62 OFFSET: 8.99' LT (E) 6" VCP SS (E) 12" VCP SS WATER VALVE, 39" FROM GROUND SURFACE TO TOP OF NUT 4+00 5+00 6+00 7+00 8+00 9+00 ELEVATION STATION 183 185 190 195 200 205 210 215 183 185 190 195 200 205 210 215 4+25 5+00 6+00 7+00 8+00 9+00 9+66 (E) 60" RCP SD STA: 5+40 (E) 2" GAS STA: 5+44 (E) 6" WATER STA: 6+09 (E) 6" WATER STA: 6+28 (E) 12" DIP SSFM STA: 6+40 (E) 15" SD STA: 6+42 (E) 36" RCP SD STA: 8+23 (E) ABANDONED 2" GAS STA: 9+13 (E) ABANDONED 2" GAS STA: 6+44 (N) 14" HDPE SSFM (N) FM ACCESS STR. #1
STA: 4+63 7.32' LT
RIM: 196.26
NOTE 5 1.9'± 1.8'± STA: 6+29 INV: 190.19 STA: 8+62 INV: 201.81 STA: 9+49 INV: 209.97 NOTE 3 SCALE: 1 INCH = 20 FEET 20 0 20 40 PLAN VIEW SCALE: 1" = 20' SSFM PLAN AND PROFILE 5 C2 MATCH LINE - SEE SHEET C3 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. WATER MAIN SEPARATION IS LESS THAN 5 FEET. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL WITH CDF PER DETAIL . 4. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 5. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . D33 D14 MATCH LINE - SEE SHEET C1 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D45 D23 64 ELEVATION STATION 205 210 215 220 225 230 235 240 205 210 215 220 225 230 235 240 9+66 10+00 11+00 12+00 13+00 14+00 15+00 15+20 (E) 15" SD STA: 11+16 (E) 24" CMP SD STA: 12+21 (E) 24" CMP SD STA: 12+22 (E) 12" PVC SS STA: 13+19 (E) 36" RCP SD STA: 15+09 (N) 14" HDPE SSFM (N) FM ACCESS STR. #2
STA: 9+78 8.86' LT
RIM: 216.25
NOTE 4
(N) FM ACCESS STR. #3
STA: 14+98 7.48' LT
RIM: 224.83
NOTE 4 & 5 STA: 12+25 INV: 211.12 STA: 12+73 INV: 215.11 STA: 13+95 INV: 216.46 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO 24" CMP 3023 3021 none 3027 3029 3031 3022 3020 3024 3026 3028 3030 X X X X X X X X X X X X X X X X X X X X 3013 3019 3015 3012 3014 3016 X X X X X X X X
X
X 431608A 431607 431606 431609 431633 431608 431901 SS SSFM SSFM SSFM SSFM SS SS SS SS SS SS SS SSFM SS SS SS SS SS SS SSFM SSFM SSFM SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD
SD
SD SD
SD
SD
SD

SD W W W W W W W W
W
W
W

W W W SAN JUAN BLVD W G G G G G G G G G G G G G G G
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
SS
SS /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ SD SSFM SS SSFM SS SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM (E) SSMH 431607 STA: 11+83 RIM: 216.45 INV: 210.35 (E) SSMH 431608A STA: 12+63 RIM: 219.45 INV: 212.55 (E) SSMH 431609 STA: 14+06 RIM: 221.45 INV: 216.45 (E) SSMH 431608 STA: 13+62 RIM: 220.75 INV: 214.85 (E) 12" PVC SS (E) 12" PVC SS (E) 6" CIP WATER MAIN (E) 2" STL GAS MAIN (E) ABANDONED GAS MAIN (E) 36" RCP SD
(E) 36" RCP SD
(E) 36" RCP SD
(E) 36" RCP SD
(E) 2-24" CMP SD (E) 42" RCP SD
(E) 42" RCP SD
(E) 15" RCP SD
(E) 36" RCP SD
(E) 36" RCP SD
(E) 42" RCP SD
(E) 12" DIP SSFM
(E) ABANDONED 8" CIP SSFM
(E) 6" VCP SS
(E) 6" VCP SS
(E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) 14" HDPE SSFM (N) FM ACCESS STR. #3 STA: 14+98 7.48' LT RIM: 224.83 NOTE 4 & 5 (N) FM ACCESS STR. #2 STA: 9+78 8.86' LT RIM: 216.25 NOTE 4 ABANDON (E) 12" DIP SSFM NOTE 3 11'±

11.4'±
(E) 10" PVC SS
(E) SSMH 431606 STA: 9+70 RIM: 215.95 INV: 206.05 (N) 14" HDPE 22.5 DEGREE ELBOW STA: 13+95 OFFSET: 4.28' LT 10+00 11+00 12+00 13+00 14+00 15+00 SCALE: 1 INCH = 20 FEET 20 0 20 40 PLAN VIEW SCALE: 1" = 20' SSFM PLAN AND PROFILE 6 C3 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 4. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . 5. INSTALL AIR VALVE PER . D33 MATCH LINE - SEE SHEET C2
MATCH LINE - SEE SHEET C4 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D23 D45 D46 65 ELEVATION STATION 215 220 225 230 235 240 245 250 215 220 225 230 235 240 245 250 15+20 16+00 17+00 18+00 19+00 20+00 (E) 2" ABANDONED GAS STA: 16+30 (E) 48 RCP SD STA: 18+96 (N) FM ACCESS STR. #4
STA: 19+84 8.16' LT
RIM: 238.54
NOTE 4
(N) 14" HDPE SSFM STA: 17+28 INV: 231.03 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X X none none none none none none 3009 3008 3010 3006 2942 2947 2945 X X X X X X X X X X X X X X X X 431701 431611 431610 SS SS SS SS SS SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W G G G G G G G G G G G G G G /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ SD SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM (E) SSMH 431610 STA: 17+28 RIM: 236.15 INV: 229.75 (THRU) INV: 232.95 (E) (E) SSMH 431611 STA: 18+74 RIM: 237.15 INV: 230.45 (E) SSMH 431701 STA: 19+93 RIM: 238.65 INV THRU: 232.25 (E) 10" PVC SS (E) 10" PVC SS (E) 6" CIP WATER MAIN (E) 2" STL GAS MAIN (E) ABANDONED GAS MAIN (E) 36" RCP SD (E) 48" RCP SD (E) 36" RCP SD (E) 36" RCP SD (E) 36" RCP SD (E) ABANDONED 8" CIP SSFM (E) 6" VCP SS WATER VALVE, 31" FROM GROUND SURFACE TO TOP OF NUT WATER VALVE, 33" FROM GROUND SURFACE TO TOP OF NUT (E) MONUMENT PROTECT IN PLACE TYP. U.N.O. (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) 10" PVC SS SAN JUAN BLVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) FM ACCESS STR. #4 STA: 19+84 8.16' LT RIM: 238.54 NOTE 4 ABANDON (E) 12" DIP SSFM NOTE 3 8.8'± 13.5'± 9.8'± (N) 14" HDPE 45 DEGREE ELBOW STA: 17+28 OFFSET: 6.35' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 18+70 OFFSET: 6.06' LT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 20+00 OFFSET: 5.73' LT 16+00 17+00 18+00 19+00 20+00 SCALE: 1 INCH = 20 FEET 20 0 20 40 PLAN VIEW SCALE: 1" = 20' SSFM PLAN AND PROFILE 7 C4 MATCH LINE - SEE SHEET C5 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 4. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . D33 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 MATCH LINE - SEE SHEET C3 D45 D23 66 ELEVATION STATION 230 235 240 245 250 255 260 265 230 235 240 245 250 255 260 265 20+00 21+00 22+00 23+00 24+00 25+00 25+50 (E) 15" RCP SD STA: 22+45 (E) 12" DIP SSFM STA: 22+70 (E) 10" PVC SS STA: 22+72 (E) 36" RCP SD STA: 25+47 (E) ABANDONED 6" FM STA: 22+73 (E) 6" WATER STA: 22+63 (N) FM ACCESS STR. #5
STA: 24+54 3.79' LT
RIM: 255.14
NOTE 5
(E) 6" VCP SS STA: 21+35 (E) ABANDONED 6" FM STA: 21+31 (E) 2" ABANDONED GAS STA: 21+48 (E) 2" ABANDONED GAS STA: 20+13 (N) 14" HDPE SSFM 2.6'± STA: 21+59 INV: 237.17 STA: 22+76 INV: 240.21 STA: 23+61 INV: 246.38 (E) 6" WATER STA: 21+53 NOTE 3 NOTE 3 1.5'± © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X
X
X
X
X
X
X
X X X X X 2943 2941 none
2937
2923 none 2920 2922 2924
2926
2930
none
2934
2936
2940
6" VCP
431701
431702 431704 431703
SS SS
SS
SS
SS
SS
SS
SSFM
SS
SS
SS
SS
SS
SS
SS
SSFM
SSFM
SD
SD
SD
SD
SD
SD
SD

SD SD W W W W W W W W W W W W W W
W

SAN JUAN BLVD

MARBURGER AVE
G
G
G

G G G G
G

G G G G
G
G
G
/G/
/G/
/G/
/G/ /G/
/G/
/G/
/G/
/G/ /G/ /G/ /G/ /G/ /G/ /G/
/G/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ SSFM /FM/ SSFM SSFM SSFM SSFM SSFM SSFM SD
SD
SD
SD
SSFM
SSFM
SSFM
(E) SSMH 431702 STA: 21+24 RIM: 242.75 INV: 235.85 (E) SSMH 431703 STA: 23+23 RIM: 250.65 INV: 244.85 (NE) INV: 243.95 (THRU) (E) SSMH 431704 STA: 23+95 RIM: 253.55 INV: 247.05 (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (N) 10" PVC SS (E) 10" PVC SS (E) 10" PVC SS (E) 10" PVC SS (E) 6" CIP WATER MAIN (E) 2" STL GAS MAIN (E) ABANDONED GAS MAIN (E) 48" RCP SD (E) 15" RCP SD (E) 48" RCP SD (E) 48" RCP SD (E) 12" DIP SSFM CROSSES GRAVITY SS AT STA 22+09 AT 4' DEEP (E) ABANDONED 8" CIP SSFM (E) 6" VCP SS WATER VALVE, 41" FROM GROUND SURFACE TO TOP OF NUT (E) 15" RCP SD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) FM ACCESS STR. #5 STA: 24+54 3.79' LT RIM: 255.14 NOTE 5 ABANDON (E) 12" DIP SSFM NOTE 5 SSFM SSFM SSFM SSFM SSFM 6.2'± 10.4'± 8'± 8.8'±

11.7'±
(N) 14" HDPE 45 DEGREE ELBOW STA: 21+80 OFFSET: 17.40' RT (N) 14" HDPE 45 DEGREE ELBOW STA: 22+57 OFFSET: 15.20' RT (N) 14" HDPE 45 DEGREE ELBOW STA: 22+76 OFFSET: 3.99' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 23+93 OFFSET: -3.9' L (N) 14" HDPE 22.5 DEGREE ELBOW STA: 25+08 OFFSET: 3.94' LT (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. 20+00 21+00 22+00 23+00 24+00 25+00 MATCH LINE - SEE SHEET C4 SCALE: 1 INCH = 20 FEET 20 0 20 40 PLAN VIEW SCALE: 1" = 20' SSFM PLAN AND PROFILE 8 C5 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' MATCH LINE - SEE SHEET C6 NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. WATER MAIN SEPARATION IS LESS THAN 5 FEET. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL WITH CDF PER DETAIL . 4. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 5. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . D33 D14 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D45 D23 67 ELEVATION STATION 245 250 255 260 265 270 275 280 285 245 250 255 260 265 270 275 280 285 25+50 26+00 27+00 28+00 29+00 30+00 30+70 (E) 18" RCP SD STA: 26+02 (E) ABANDONED 2" GAS STA: 27+10 (E) ABANDONED 2" GAS STA: 26+58 (N) FM ACCESS STR. #6
STA: 29+40 6.94' LT
RIM: 268.04
NOTE 4 & 5
(E) 12" DIP SSFM STA: 27+58 (E) 33" RCP SD STA: 30+47 (N) 14" HDPE SSFM ABANDONED (E) 8" CIP FM STA: 27+70 (E) 12" DIP SSFM STA: 28+27 (E) 6" VCP SS STA: 27+77 (E) 6" VCP SS STA: 28+06 ABANDONED (E) 8" CIP FM STA: 28+14 STA: 26+84 INV: 254.12 STA: 28+06 INV: 255.66 STA: 28+40 INV: 259.26 STA: 30+02 INV: 265.96 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X X X X X X X X X X X X X X X 2902 2917 2911 2907 none none 2919 2911 2913 2915 2906 2908 2910 2912 2914 2916 2918 30" RCP 15" RCP 24" CMP 6" VCP 431706 431707 431705 431806SS SS SS SS SS SS SSFM SSFM SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM SSFM SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W SAN JUAN BLVD 431708A G G G G G G G G G G G G G /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ /FM/ 2904 SAN JUAN BLVD MARBURGER AVE SSFM SSFM SSFM SSFM (E) SSMH 431705 STA: 25+67 RIM: 258.35 INV: 253.05 (E) SSMH 431706 STA: 26+84 RIM: 259.05 INV: 253.85 (E) SSMH 431707 STA: 27+91 RIM: 262.55 INV: 257.55 (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) 10" PVC SS (E) 10" PVC SS (E) ABANDONED GAS MAIN (E) 33" RCP SD (E) 48" RCP SD (E) ABANDONED 8" CIP SSFM (E) 48" RCP SD (E) 6" VCP SS (E) 48" RCP SD (E) 18" RCP SD (E) 12" DIP SSFM CROSSES GRAVITY SS AT STA 14+45 AT 4' DEEP 8" CIP WATER MAIN AT STA 27+38±, 3' DEEP / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ABANDON (E) 12" DIP SSFM NOTE 3(E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. SD SD SSFM SSFM SSFM SSFM SSFM SSFM SSFM

6.2'±

8.5'±
6'±
(N) 14" HDPE 22.5 DEGREE ELBOW STA: 25+96 OFFSET: 15.32' LT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 26+84 OFFSET: 6.41' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 27+45 OFFSET: 6.52' LT (E) SSMH 431708A STA: 29+99 RIM: 270.25 INV: 264.05 (E) MONUMENT, REPLACE IN CONFORMANCE W/ DETAIL . (E) 10" PVC SS (E) 4" CIP WATER MAIN(E) 2" STL GAS MAIN (N) FM ACCESS STR. #6 STA: 29+40 6.94' LT RIM: 268.04 NOTE 4 & 5 D39 SSFM (N) 14" HDPE 22.5 DEGREE ELBOW STA: 28+40 OFFSET: 6.64' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 29+74 OFFSET: 7.04' LT (E) 36" RCP SD (E) 8" PVC WATER MAIN 26+00 27+00 28+00 29+00 30+00 SSFM PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 9 C6 MATCH LINE - SEE SHEET C7 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 4. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . 5. INSTALL AIR VALVE PER . D33 MATCH LINE - SEE SHEET C5 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D23 D45 D46 68 ELEVATION STATION 270 275 280 285 290 295 300 305 310 315 320 270 275 280 285 290 295 300 305 310 315 320 30+70 31+00 32+00 33+00 34+00 35+00 35+90 (E) 6" WATER STA: 35+88 (E) 15" RCP SD STA: 30+82 (E) 6" WATER STA: 32+73 (E) 10" SS STA: 32+97 (E) 33" RCP SD STA: 32+89 (E) 8" SSFM STA: 32+94 (E) 6" WATER STA: 32+90 (E) 2" GAS STA: 32+88 (N) FM ACCESS STR. #7
STA: 34+30 3.23' RT
RIM: 311.12
NOTE 5
(E) 6" VCP SS STA: 33+95 (E) 15" RCP SD STA: 31+72 (E) 15" RCP SD STA: 32+96 (E) 10" SS STA: 34+73 (E) 8" SSFM STA: 34+82 (E) 6" VCP SS STA: 35+74 (N) 14" HDPE SSFM 4.1'± 5.2'± STA: 32+35 INV: 288.91 STA: 32+90 INV: 289.53 STA: 33+95 INV: 304.89 NOTE 3 NOTE 3 NOTE 3 NOTE 3 3.9'± STA: 30+82 INV: 274.85 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X 2900 2852 2850 2848 2903 2855 2901 2856 2600 15" RCP 6" VCP 12" CMP6" VCP 2853 2851 2847 431709 431711 431801 431710 433201 433202 431708 431712 SS SS SS
SS
SS
SS
SS

SSFM SS

SSFM SS

SSFM SS SS
SSFM
SS
SS
SS
SSFM
SSFM
SSFM
SS
SS
SS
SS
SSFM
SSFM
SSFM
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD W W W W W W W W W W W
W
W
W
W
W
W
W
W
W W W
W

MONTE CRESTA DR

SD G G G G G G G G G
G
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/G/
/FM/
SSFM
(E) SSMH 431708 STA: 30+82 (E) SSMH 433202 STA: 35+75 RIM: 319.8 INV: 314.3 (E) SSMH 433201 STA: 35+25 RIM: 316.75 INV: 311.50 (E) SSMH 431801 STA: 33+95 RIM: 309.25 INV: 303.67 (E) SSMH 431710 STA: 33+05 RIM: 301.15 INV: 296.82 (E) SSMH 431711 STA: 33+10 RIM: 297.95 INV: 290.75 SAN JUAN BLVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) FM ACCESS STR. #7 STA: 34+30 3.23' RT RIM: 311.12 NOTE 5 33" RCP 33" RCP (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) ABANDONED GAS MAIN (E) ABANDONED GAS MAIN (E) ABANDONED GAS MAIN (E) 4" CIP WATER MAIN (E) 8" PVC WATER MAIN (E) 2" STL GAS MAIN (E) 2" STL GAS MAIN 33" RCP (E) 8" PVC WATER MAIN ABANDON (E) 12" DIP SSFM NOTE 4 SSFM SD SD SD SD SD SD SD SD SD SD SD (E) SDMH RIM TO INV IN = 108" RIM TO INV OUT = 113" SSFM SSFM SSFM SSFM 4.1'± 7.3'± 4.6'± 3'±
(E) SSMH 431709 STA: 32+43 RIM: 295.25 INV: 290.45 (N) 14" HDPE 11.25 DEGREE ELBOW STA: 30+82 OFFSET: 6.26' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 31+76 OFFSET: 9.98' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 31+95 OFFSET: 14.59' LT (N) 14" HDPE 45 DEGREE ELBOW STA: 32+81 OFFSET: 16.27' LT (N) 14" HDPE 45 DEGREE ELBOW STA: 33+01 OFFSET: 3.36' RT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 34+65 OFFSET: 3.22' RT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 35+82 OFFSET: 7.20' LT 33" RCP (N) 14" HDPE 22.5 DEGREE ELBOW STA: 34+86 OFFSET: 5.73' LT (E) 6" VCP SS (E) 6" VCP SS
31+00
32+00
33+00
34+00
35+00 SSFM PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 10 C7 MATCH LINE - SEE SHEET C8 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. WATER MAIN SEPARATION IS LESS THAN 5 FEET. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL W/ CDF PER DETAIL . 4. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 5. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . D33 MATCH LINE - SEE SHEET C6 D14 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D45 D23 69 ELEVATION STATION 310 315 320 325 330 335 340 345 350 310 315 320 325 330 335 340 345 350 35+90 36+00 37+00 38+00 39+00 40+00 41+00 (E) 18" RCP SD STA: 40+07 (E) 6" SSFM STA: 38+68 (E) 6" SSFM STA: 38+98 (N) FM ACCESS STR. #8
STA: 39+21 3.66' LT
RIM: 339.10
NOTE 5
(E) 27" SD STA: 38+71 (E) 27" SD STA: 39+00 (N) 14" HDPE SSFM STA: 38+95 INV: 329.82 STA: 39+29 INV: 329.93 STA: 40+94 INV: 339.98 NOTE 3 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X
X
X
6" VCP
33" RCP
18" RCP SD
8" FM
2829
2827 none 2833
2843
2841
2839
2826
2830
2832
2834
2836
2840
2844
2846
433203
433204
SS
SS
SS
SS
SS
SS
SSFM
SSFM
SSFM
SSFM
SSFM
SSFM
SSFM

SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM SSFM

SD SD SD SD
SD
SD
SD
SD
SD
SD

SD SD SD SD W W W W W W W
W W W W W W W W W G G G G G G G G G G G G G G G SSFM SSFM SSFM (E) SSMH 433203 STA: 38+71 RIM: 336.95 INV: 330.62 (E) SSMH 433204 STA: 40+95 RIM: 345.45 SAN JUAN BLVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) FM ACCESS STR. #8 STA: 39+21 3.66' LT RIM: 339.10 NOTE 5 (E) 6" VCP SS (E) 6" VCP SS (E) 8" PVC WATER MAIN (E) 8" PVC WATER MAIN (E) 2" STL GAS MAIN (E) 2" STL GAS MAIN 33" RCP 2828 ABANDON (E) 12" DIP SSFM NOTE 4 (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. SSFM SD SD SD SD SD SD SD SD SD SD (E) SDCB INV 91" DEEP (E) SDMH INV 57" DEEP (E) SDMH INV 130" DEEP (E) SDCB INV 100" DEEP THRU SSFM SSFM SSFM SSFM SSFM SSFM

2.8'±

9.5'± 8.9'±
(N) 14" HDPE 22.5 DEGREE ELBOW STA: 35+94 OFFSET: 12.35' LT (N) 14" HDPE 22.5 DEGREE ELBOW STA: 38+81 OFFSET: 4.59' LT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 40+94 OFFSET: 5.71' LT 36+00 37+00 38+00 39+00 40+00 41+00 SSFM PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 11 C8 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. WATER MAIN SEPARATION IS LESS THAN 5 FEET. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL W/ CDF PER DETAIL . 4. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 5. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . D33 MATCH LINE - SEE SHEET C7 D14 MATCH LINE - SEE SHEET C9 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D23 D45 70 ELEVATION STATION 330 335 340 345 350 355 360 365 370 330 335 340 345 350 355 360 365 370 41+00 42+00 43+00 44+00 45+00 46+00 (N) FM ACCESS STR. #9
STA: 44+20 8.57' LT
RIM: 357.50
NOTE 4
(N) 14" HDPE SSFM STA: 43+11 INV: 347.36 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 33" RCP 2815 2813 2811 2809 2807 2823 2819 2817 2808 2810 2814 2816 2818 2820 2822 2824 2826 433204 433205 SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM SSFM SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM SD SD SD SD SD SD SD SD SD SD SD SD SDW W W W W W W W W W W W W W G G G G G G G G G G G G G G SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM (E) SSMH 433205 STA: 43+31 RIM: 353.55 SAN JUAN BLVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM (N) FM ACCESS STR. #9 STA: 44+20 8.57' LT RIM: 357.50 NOTE 4 (E) 6" VCP SS (E) 6" VCP SS (E) 8" PVC WATER MAIN (E) 2" STL GAS MAIN 33" RCP 33" RCP (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. ABANDON (E) 12" DIP SSFM NOTE 3

12.6'± 11.6'±
(N) 14" HDPE 11.25 DEGREE ELBOW STA: 43+32 OFFSET: 6.64' LT 41+00 42+00 43+00 44+00 45+00
46+00
MATCH LINE - SEE SHEET C10 SSFM PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 12 C9 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' MATCH LINE - SEE SHEET C8 NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL LOCATE AND POTHOLE ALL UTILITIES AND ADJUST THE FORCE MAIN ALIGNMENT AS NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL MARK THE PROPOSED FORCE MAIN ALIGNMENT AND OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 4. INSTALL (N) FORCEMAIN ACCESS STRUCTURE PER & . DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D45 D23 71 ELEVATION STATION 360 365 370 375 380 385 390 395 360 365 370 375 380 385 390 395 46+00 47+00 48+00 49+00 49+57 (E) 3" GAS STA: 48+40 (E) 6" WATER STA: 48+77 (E) 3" GAS STA: 48+88 (E) 6" WATER STA: 48+93 (N) 14" HDPE SSFM (E) 12" PVC SD STA: 48+47 2'± 1.8'± STA: 46+87 INV: 368.28 STA: 48+11 INV: 379.78 STA: 48+77 INV: 380.37 NOTE 6 NOTE 6 (E) ABANDONED 6" FM STA: 48+98 (E) SSMH 442606A
STA: 49+38
RIM: 387.78
(N) INV IN: 382.70
INV IN: 382.17
INV OUT: 382.15
NOTE 3 & 4
tribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X PRINDLE 6" VCP 6" VCP 36" RCP 36" RCP 6" VCP 2708 2710 2621 none 2702 2805 2803 2700 2800 2802 2804 2806 442316 433206 442517 442504 SS SS SS SS SS SS SS SS SS SS SS SS SS SSFM SSFM SSFM SSFM SSFM /FM/ /FM/ /FM/ /FM/ /FM/ SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W 442605SS SS SSFM G G G G G G G G G G G G G G G SSFM SSFM SSFM SSFM SSFM (E) BURIED SSMH 433206 STA: 46+90 NOTE 5 (E) SSMH 442606A STA: 49+38 RIM: 387.84 (N) INV IN: 382.70 INV IN: 382.17 INV OUT: 382.15 NOTE 3 & 4 (E) SSMH 442504 RIM: 388.73 INV: 381.30 SAN JUAN BLVD / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (N) 14" HDPE SSFM ABANDON (E) 12" DIP SSFM NOTE 7 (E) 8" PVC WATER MAIN (E) 2" STL GAS MAIN (E) MONUMENT, PROTECT IN PLACE TYP. U.N.O. (E) SSMH 442605 STA: 48+55 RIM: 386.95

CIPRIANI BLVD
(E) 12" PVC SS
ABANDON (E) 12" DIP SSFM NOTE 7 18" RCP

12.2'±
SD

6.2'±

4.3'±
WATER VALVE, 27.5" TO TOP OF NUT
WATER VALVE, 24" TO TOP OF NUT
(N) 14" HDPE 22.5 DEGREE ELBOW STA: 46+87 OFFSET: 8.68' LT (N) 14" HDPE 45 DEGREE ELBOW STA: 48+77 OFFSET: 10.16' RT (N) 14" HDPE 11.25 DEGREE ELBOW STA: 49+16 OFFSET: 0.83' RT (E) ABANDONED 8" CIP SSFM (E) 6" VCP SS 49+38
46+00
47+00
48+00
49+00 PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' SSFM PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 13 C10 MATCH LINE - SEE SHEET C9 NOTES 1. STATIONS, LENGTHS, SLOPE, AND ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL INSTALL THE NEW SEWER PIPE ALONG THE EXISTING SEWER ALIGNMENT AT A CONSTANT GRADE FROM MANHOLE TO MANHOLE. 2. AN (E) ABANDON 8" CIP SSFM IS LOCATED 18" MIN. FROM CENTERLINE OF (E) 6" VCP SS TO CENTERLINE OF ABANDONED SSFM ON THE NORTH TO EAST OF THE (E) 6" SS. THE (E) ABANONED SSFM IS AT THE SAME APPROXIMATE INVERT ELEVATION OF THE GRAVITY SEWER. SOME PORTIONS OF THE ABANDONED SSFM HAVE BEEN PREVIOUSLY REMOVED. CONTRACTOR SHALL REMOVE ANY REMAINING PORTIONS OF THE (E) ABANDONED 8" CIP THAT ARE WITHIN THE EXCAVATIONS AND INSTALL SHORING TO AVOID THE ABANDONED SSFM. THE ACTIVE (E) 12" SSFM IS TYPICALLY 28" TO 32" FROM CENTERLINE OF (E) 6" VCP SS TO CENTERLINE OF (E) 12" SSFM. 2. CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION, REFERENCE THE WATER MAIN POTHOLING AND CLEARANCE NOTES ON SHEET T2 FOR ADDITIONAL REQUIREMENTS. A CONCRETE SADDLE SHALL BE INSTALLED BETWEEN THE (E) UTILITY AND THE (N) SSFM IN LOCATIONS WHERE 6" MIN. CLEARANCE IS NOT FEASIBLE PER DETAIL . 3. CHIP AND REFORM (E) MANHOLE INVERT AND BENCH TO ACCOMMODATE (N) PIPE SIZE PER . 4. REMOVE & RAISE (E) MANHOLE FRAME, COVER, & CONCRETE COLLAR TO MATCH (E) PAVEMENT SURFACE PER . 5. LOCATE, REMOVE, & RAISE (E) MANHOLE FRAME, COVER, & CONCRETE COLLAR TO MATCH (E) PAVEMENT SURFACE PER . 6. WATER MAIN SEPARATION IS LESS THAN 5 FEET. NOTIFY MPWD FOR POTENTIAL WATER MAIN SHUTDOWN AND BACKFILL W/ CDF PER DETAIL . 7. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. D14 D33 D13 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 72 ELEVATION STATION 170 175 180 185 170 175 180 185 69+50 70+00 70+75 (N) 33 LF OF 15" PVC @ 1.51% (N) 10 LF OF 15" PVC @ 1.28% (N) SSMH 432401A
STA:70+10
RIM:184.64
(E) INV: 181.68 (IN) (NW)
(E) INV: 181.58 (IN) (SW) ABANDON
(N) INV:174.00 (IN) (E)
(N) INV:173.80 (S) (OUT)
(E) INV: 181.52 (E) (OUT) REMOVE
NOTE 1
(N) SSMH 432406A
STA:80+36
RIM:184.99
INV:173.30 (IN)
INV:180.64 (IN)
INV:173.20 (OUT)
(E) WETWELL
STA: 70+00
(E) INV: 181.4± REMOVE
(N) INV: 174.13 (WETWELL FLOOR)
NOTE 2
REMOVE (E) 12" PVC EX. PUMP STATION WETWELL TO BE CONVERTED TO OVERFLOW STORAGE © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO SS SS
SS
SS

SSFM SSFM
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
SSFM
SSFM
SSFM
SSFM
SSFM
SSFM
SSFM
W
W
W
W
W
W
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
SSFM
SSFM
(E) WETWELL STA: 70+00 (E) INV: 181.4± REMOVE(N) INV: 174.13 (WETWELL FLOOR) NOTE 2 ABANDON 31 LF OF 12" VCP, NOTE 4 ABANDON 22 LF OF 12" VCP, NOTE 4 (E) ABANDONED 8" CIP SSFM
ABANDON (E) SSMH 432402 STA: 0+00 RIM: 189.16 INV: 181.76 (NE) INV: 182.02 (SW) NOTE 3

LAUREL CRE
(E) ABANDONED 8" VCP SS
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
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/ / / FIRST 46 LF OF (E) SSFM IS CONCRETE ENCASED
SS
SS
(N) SSMH 432401A STA:70+10' R RIM:184.64 (E) INV: 181.68 (IN) (NW) (E) INV: 181.58 (IN) (SW) ABANDON
(N) INV:174.00 (IN) (E)
(N) INV:173.80 (S) (OUT)
(E) INV: 181.52 (E) (OUT) REMOVE NOTE 1 & 5
SS
SS 70+41
70+00
(N) SSMH 432406A STA: 70+43 STA: 80+36 STA: 0+05.78± 5.80'±L RIM: 184.99 INV:173.30 (IN) (N) INV:180.64 (IN) (W)
INV:173.20 (OUT) NOTE 5
80+00
80+46
/
/
/
/
/
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/
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/
/
/ / / / / / / / / / / / (N) 10 LF OF 15" PVC @ 2.00% (N) 33 LF OF 15" PVC @ 1.51% (N) 36 LF OF 15" PVC @ 3.93% REMOVE 11 LF OF (E) 12" PVC AND
INSTALL (N) 10 LF OF 15" PVC @ 1.28%
(N) WETWELL STA: 80+46 INV: 173.00 FLOOR: 167.80 (E) TRANFORMER (E) UNDERGROUND ELECTRICAL
42"±
39"± FOR FORCEMAIN REFER TO SHEETS C1-C10 RETAINING WALL, PROTECT IN PLACE (E) FENCE & GATE TO BE RELOCATED
68"±
(E) SSMH 432406 STA: 80+00 RIM: 192.74 INV: 182.01 (E)
INV: 182.14 (S)

RESTORE (E) LANDSCAPING IN-KIND UPON
COMPLETION OF CONSTRUCTION, INSTALL EROSION CONTROL FABRIC AND NATIVE SEED MIX ON ALL DISTURBED SURFACES OF SLOPE. (N) SSMH 432401A STA:70+10' R RIM:184.64 (E) INV: 181.68 (IN) (NW) (E) INV: 181.58 (IN) (SW) ABANDON (N) INV:174.00 (IN) (E) (N) INV:173.80 (S) (OUT) (E) INV: 181.52 (E) (OUT) REMOVE NOTE 1 & 5 (E) SSMH 432401B RIM: 190.09 INV: 182.77 (N) INV: 182.75 (SE) ABANDON (E) 12" DIP SSFM, NOTE 6 (N) 14" HDPE 45 DEGREE ELBOW STA: 0+51 OFFSET: 18.58' LT 0+00
ELEVATION STATION 170 175 180 185 190 195 170 175 180 185 190 195 79+75 80+00 80+75 (N) SSMH 432406A
STA:80+36
RIM:184.99
INV:173.30 (IN)
INV:180.64 (IN)
INV:173.20 (OUT)
(N) 36 LF OF 15" PVC @ 3.93%
(N) 10 LF OF 15" PVC @ 2.00%
(E) SSMH 432406
STA:80+00
RIM:192.74
INV: 182.14 (IN) (S)
INV:182.04 (OUT)
(N) WETWELL
STA: 80+45
RIM: 185.50±
INV: 173.00
FLOOR: 167.80
RETAINING WALL, PROTECT IN PLACE (E) 2" PVC WATER STA: 80+41± INV: 182.00± (E) 12" DIP ENCASED IN CONCRETE STA: 80+39± INV: 182.50± PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' GRAVITY SEWER PLAN AND PROFILE PLAN VIEW SCALE: 1" = 4' SCALE: 1 INCH = 4 FEET 4 0 4 14 C11
8 NOTES 1. REMOVE (E) MANHOLE (SHALLOW CONE) AND INSTALL (N) MANHOLE. NEW MANHOLE LOCATION SHALL BE OFFSET 1' TOWARDS THE (E) WETWELL AS NECESSARY TO AVOID CONFLICT WITH THE EXISTING RETAINING WALL FOOTING THAT EXTENDS 8" FROM FACE OF WALL. 2. CONTRACTOR SHALL CONFIRM (E) WETWELL FLOOR ELEVATION PRIOR TO ORDERING PRECAST COMPONENTS. NOTIFY ENGINEER IF (E) FLOOR IS LOWER THAN INDICATED. 3. ABANDON (E) MANHOLE PER . 4. ABANDON BY PLUGGING ENDS W/ 3' OF CONCRETE AND FILLING W/ CDF. 5. COAT INTERIOR OF MANHOLE PER SPECIFICATION SECTION 09900. 6. EXISTING FORCE MAIN SHALL BE ABANDONED AFTER THE NEW PUMP STATION AND FORCE MAIN HAS BEEN FULLY TESTED AND ACCEPTED BY THE CITY. THE FORCE MAIN SHALL BE ABANDONED PER SPECIFICATION SECTION 02532. 7. RESTORE ALL ASPHALT SURFACES WITHIN THE PUMP STATION SITE PER DETAIL . PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' D2 6 DATE: NO REVISIONS DATE APPR
2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55

REGISTERED

PROFESS IONAL

ENGI NEER
STAT E
OF
CA

L I FORN I A
CURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D1 1 73
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO X

X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X

X X X X X X X
X
X
X
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
6" VCP
18" RCP
18" CMP 12" RCP 18" CMP 12" RCP LYALL WAY RALSTON AVE
2590 2200 2600
2602
2604
6" VCP
54" RCP
8" HDPE
6" VCP
442620
442609
442604
442608
442605
442607
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
442625
442624
442605
SS
SS
SS
SS
SS
SS
SS
SS
/SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ (E) SSMH 442607 RIM: 220.62 (E) SSMH 442624
(E) SSMH 442605

RALSTON AVE
(E) 3 4 " COPPER WATER QUALITY TESTING STATION 60+00 61+00 62+00 62+89
SS
SS
SS
SS
SS
SS
(E) SSMH 442606 STA:62+89 RIM:219.50 INV:196.50 (IN) NOTE 2 (E) SSMH 442605 STA:60+34 RIM:213.75 INV:205.25 (IN) INV:205.00 (OUT) NOTE 2 (E) SSMH 442625 STA:60+00 RIM:213.42 INV:206.09 (OUT) NOTE 2 REMOVE 255 LF OF (E) 12" VCP & INSTALL (N) 18" PVC @ 3.33%± REMOVE 34 LF OF (E) 12" VCP & INSTALL (N) 18" PVC @ 2.49%± (E) ABANDONED 8" HDPE SS (E) AIR RELEASE VALVE INSTALL EROSION CONTROL FABRIC AND SEED MIX ON ALL DISTRIBUTED SOIL UPON COMPLETION OF WORK REMOVE AND REPLACE EXISTING CONCRETE CURB AND GUTTER AS NECESSARY FOR CONSTRUCTION PER DETAIL 18" CMP (E) 8" PVC WATERMAIN ELEVATION STATION 195 200 205 210 215 220 225 195 200 205 210 215 220 225 59+90 60+00 61+00 62+00 63+00 (E) SSMH 442625
STA:60+00
RIM:213.42
INV:206.09 (OUT)
NOTE 2
(E) SSMH 442605
STA:60+34
RIM:213.75
INV:205.25 (IN)
INV:205.00 (OUT)
NOTE 2
(E) SSMH 442606
STA:62+89
RIM:219.50
INV:196.50 (IN)
NOTE 2
REMOVE 255 LF OF (E) 12" & INSTALL (N) 18" PVC
REMOVE 34 LF OF (E) 12" & INSTALL (N) 18" PVC
(E) 6" WATER STA: 62+47 (E) 6" WATER STA: 60+17 (E) GRADE PROFILE VIEW HOR. SCALE: 1" = 20' VER. SCALE: 1" = 5' LYALL GRAVITY SEWER PLAN AND PROFILE PLAN VIEW SCALE: 1" = 20' SCALE: 1 INCH = 20 FEET 20 0 20 40 15 C12 NOTES 1. SITE WAS NOT SURVEYED, SEWERMAINS SHALL BE INSTALLED AT A CONSTANT GRADE FROM THE INVERT OF THE EXISTING MANHOLES. 2. CHIP & REFORM (E) MANHOLE INVERT & BENCH TO ACCOMMODATE (N) PIPE SIZE PER 3. INSTALL NEW SEWER MAIN PER TRENCH DETAIL D13 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 D11 D18 74 REMOVE (E) LOCKERS AND STORAGE SHELVES REMOVE (E) DESK DEMOLISH (E) CONTROL PANELS REMOVE (E) PANELS METERING SWITCHBOARD REMOVE (E) DOOR, SEE BUILDING IMPROVEMENT PLAN (E) EYE WASH STATION & SHOWER TO REMAIN, NOTE 1 (E) PARTITION TO REMAIN

ABANDON (E) SSFM
REMOVE (E) GRAVITY SS C14 A C14B REMOVE (E) BATHROOM PARTITION (E) TOILET TO REMAIN, NOTE 1 (E) GENERATOR FUEL SYSTEMS TO REMAIN (E) DIESEL GENERATOR TO REMAIN (E) SHELF TO REMAIN REMOVE (E) TRANSFORMER AND PANELBOARD (E) SINK TO REMAIN, NOTE 1 (E) WALL MOUNTED FIRST AID KIT TO REMAIN REMOVE (E) ACCESS HATCHES, BEAMS, LOWER PLATFORM, PUMPS, DISCHARGE PIPING AND APPURTENANCES (E) VENTILATION TO REMAIN (E) VENTILATION TO REMAIN REMOVE (E) PUMPS, DISCHARGE PIPING, AND APPURTENANCES REMOVE AND REPLACE (E) CONCRETE FLOOR, SEE STRUCTURAL SHEETS REMOVE (E) ABANDONED VALVE VAULTS REMOVE (E) FLOOR DRAIN REMOVE (E) CEILING AND INSTALL (N) ANCHORS AND GYPSUM BOARD PER STRUCTURAL SHEETS (E) ROOF DRAIN & SUPPORTS TO BE REPLACED IN KIND DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 BUILDING DEMOLITION PLAN 16 C13 BUILDING DEMOLITION PLAN SCALE: 1/2"=1' NOTES 1. REPLACE AND RE-ROUTE (E) EYE WASH, SHOWER DRAIN, SINK AND TOILET DRAIN SEE IMPROVEMENT PLAN ON SHEET C18. 2. SEE ELECTRICAL AND STRUCTURAL SHEETS FOR ADDITIONAL REQUIREMENTS SCALE: 1/2 INCH = 1 FOOT 2 0 2 4 75 REMOVE INTERMEDIATE PLATFORM W/ (E) W6X12
BEAMS, GRATING, & BEAM SUPPORTS COAT ALL SURFACES BELOW FLOOR ELEVATION PER SECTION 09900 REMOVE (E) PUMPS, VALVES, DISCHARGE PIPING AND APPURTENANCES REMOVE (E) W6X12 BEAMS AND ACCESS HATCHES (E) DOORS TO REMAIN

REMOVE (E) CEILING AND

INSTALL (N) CEILING ANCHORS

AND GYPSUM BOARD, SEE STRUCTURAL SHEETS (E) STEEL BEAM TO REMAIN

REMOVE (E) OVERHEAD
CRANE AND CHAINS, TYP OF 2 (E) HDPE VENTILATION DUCT TO REMAIN, REMOVE AND REPLACE AS NECESSARY FOR CONSTRUCTION REPLACE ALL PIPE HANGERS AND SUPPORTS IN-KIND WITH (N) 316 STAINLESS STEEL STRAPS, ANCHORS, AND HARDWARE, TYP OF 4 REMOVE (E) W6X12 BEAMS AND ACCESS HATCHES REMOVE (E) PUMPS, VALVES, DISCHARGE

PIPING, AND APPURTENANCES
(E) VENTILATION TO REMAIN
ABANDON AND CAP (E) SSFM, NOTE 2 REMOVE (E) GRAVITY SS, NOTE 2 COAT ALL SURFACES BELOW FLOOR ELEVATION PER SECTION 09900 REMOVE (E) OVERHEAD CRANE AND CHAINS, TYP. OF 2 (E) VENTILATION TO REMAIN (E) STEEL BEAM TO REMAIN
(E) ROOF DRAIN & SUPPORTS TO BE REPLACED IN-KIND REMOVE (E) PIPE TO WETWELL. REPLACE (E) TEEWITH (N) 90 DEGREE ELBOW

REMOVE (E) CEILING AND

INSTALL (N) CEILING ANCHORS
AND GYPSUM BOAD, SEE STRUCTURAL SHEETS REMOVE ALL (E) MCC AND CONDUITS TO WETWELL (E) LIGHT FIXTURES TO BE REUSED, TYP OF 2 REMOVE (E) PIPE TO WETWELL. REPLACE (E) TEE WITH (N) 90 DEGREE ELBOW DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 BUILDING DEMOLITION SECTIONS 17 C14 AC14 EXISTING WETWELL DEMO SECTION SCALE: 1/2"=1'-0" BC14 EXISTING WETWELL DEMO SECTION SCALE: 1/2"=1'-0" WET WELL OVERFLOW ROOM NOTES 1. SEE ELECTRICAL AND STRUCTURAL SHEETS FOR ADDITIONAL REQUIREMENTS 2. TRIM EXISTING PIPES FLUSH WITH THE INTERIOR WALL OF THE STRUCTURE, INSTALL TWO BEADS OF ADEKA P201 WATERSTOP WITHIN INTERIOR CIRCUMFERENCE OF PIPE AND PLUG END OF PIPE WITH 2' OF CONCRETE. 76 GROUT BOTTOM OF (E) WET WELL AT 2% MIN. SLOPE TO DRAIN COAT ALL SURFACES BELOW FLOOR ELEVATION PER SECTION 09900 2% (N) 15" PVC SS (N) 5'-4"± LONG REMOVABLE GUARDRAIL NOTE 2 ABANDON (E) SSFM, NOTE 3 (E) HDPE VENTILATION DUCT TO REMAIN, REMOVE AND REPLACE AS NECESSARY FOR CONSTRUCTION (N) 18'-9"± LONG REMOVABLE GUARDRAIL NOTE 2 (E) VENTILATION TO REMAIN (N) 90 DEGREE ELBOW TO (E) SINK COAT ALL SURFACES BELOW FLOOR ELEVATION PER SECTION 09900 GROUT BOTTOM OF (E) WET WELL AT 2% MIN. SLOPE TO (N) DRAIN
(N) 5'-4"± LONG REMOVABLE GUARDRAIL NOTE 2 (N) 18'-9"± LONG REMOVABLE GUARDRAIL NOTE 2 REPLACE ALL PIPE HANGERS AND SUPPORTS IN-KIND WITH (N) 316 STAINLESS STEEL STRAPS, ANCHORS AND HARDWARE, TYP OF 4 (E) HDPE VENTILATION DUCT TO REMAIN, REMOVE AND REPLACE AS NECESSARY FOR CONSTRUCTION INSTALL (N) CEILING ANCHORS AND GYPSUM BOARD, SEE STRUCTURAL SHEETS DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 BUILDING IMPROVEMENT SECTIONS 18 C15 AC15 EXISTING WETWELL IMPROVEMENT SECTION SCALE: 1/2"=1'-0" BC15 EXISTING WETWELL IMPROVEMENT SECTION SCALE: 1/2"=1'-0" NOTES 1. SEE ELECTRICAL AND STRUCTURAL SHEETS FOR ADDITIONAL IMPROVEMENTS AND REQUIREMENTS 2. (N) REMOVABLE FACE MOUNTED FIBERGLASS GUARD RAIL PER . 3. TRIM EXISTING PIPES FLUSH WITH THE INTERIOR WALL OF THE STRUCTURE, INSTALL TWO BEADS OF ADEKA P201WATERSTOP WITHIN INTERIOR CIRCUMFERENCE OF PIPE AND PLUG END OF PIPE WITH 2' OF CONCRETE. D47 77 INSTALL (N) PUMP
MOTOR CONTROLS, SEE ELECTRICAL SHEETS (N) 5'-4"± LONG REMOVABLE GUARDRAIL NOTE 4 (N) 18'-9"± LONG REMOVABLE GUARDRAIL NOTE 4 (E) EYE WASH STATION & SHOWER, NOTE 1
(E) TOILET, NOTE 1
SS
(N) 4" LATERAL

INSTALL (N) PLC CONTROL PANEL

INSTALL (N) PANELBOARD AND TRANSFORMER
SS SS SS SS SS SS SS SS SS SS SS (E) SINK TO REMAIN, NOTE 1 & 11 (E) WALL MOUNTED FIRST AID KIT TO REMAIN C15 A 184.69 184.62 184.67 184.69 184.71 185.22 184.79 185.59 185.67 185.65 185.81 185.79 185.86 185.49 186.06 185.79 184.95 185.00 184.78 184.79 184.76 184.78 185.69 185.59 186.05 186.27 186.15 SS SS SS SS SS SS SS 184.88 184.85 184.85 FF SS /SS/ /SS/ /SS/
(E) ABANDONED 10" VCP,
INV = 181.65± AT CROSSING, NOTE 5 FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
/FM/ /FM/ /FM/ /FM/ /FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/FM/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
/SS/
(E) ABANDONED 8" CIP SSFM, NOTE 5 /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ /SS/ (E) ABANDONED 6" VCP SS, NOTE 5
/FM/
/FM/
/FM/ /SS/ /SS//SS/ /SS/ /SS/
(E) ABANDONED 8" VCP NOTE 5 ABANDON (E) 12" PVC
(N) 15" PVC SS
(E) ABANDONED 10" SS, NOTE 5 SS
SS
SS
SS
ABANDON (E) 12" PVC
(E) SSMH 432402 TO BE ABANDONED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / INSTALL (N) 4" SEWER LATERAL CLEANOUT PER / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / (E) ABANDONED 8" VCP, NOTE 5 (E) ABANDONED 2", NOTE 5 (N) SSMH 432406A RIM: 184.99 INV: 173.30 (IN) (N) INV: 180.64 (IN) (W) INV: 173.20 185.87 (E) INLET GRATE: 184.48 FL: 183.58 (E) CMU RETAINING WALL AND FOOTING NORTHING: 2017199.1954' EASTING: 6035507.0347' ABANDON (E) 12" DIP, NOTE 5 & 6 (N) WETWELL (N) VALVE VAULT (N) FLOW METER MANHOLE (N) ROLLING GATE WITH 16' WIDE CLEAR OPENING NOTE 9 (N) 30 LF± OF CHAIN LINK FENCING (E) EDGE OF PAVEMENT (E) ELECTRICAL VAULT (E) ELECTRICAL TRANSFORMER (E) PG&E POWER FEED, NOTE 10 (N) MASONRY INFILL WALL, SEE STRUCTURAL SHEETS D41 (E) VENTILATION TO REMAIN (E) VENTILATION TO REMAIN INSTALL (N) MIXER CONTROL PANEL (E) SHELF TO REMAIN (N) DRAINAGE GRATE NOTE 7 CONNECT 4" LATERAL TO 15" W/ WYE ABANDON (E) 12" DIP SSFM (E) VALVE CAN (TYP. OF 3) (N) PUMP TERMINATION PANEL (N) INSTRUMENT TERMINATION PANEL (N) UNDERGROUND PULLBOX (N) UTILITY METERING SWITCHBOARD 4'-8" (E) FENCE CORNER POST (E) DIESEL GENERATOR TO REMAIN (N) 15" PVC SS INSTALL (N) ATS AND DISTRIBUTION PANEL SS
(N) 15" PVC SS
(N) 15" PVC SS
SD
(N) SSMH432401A RIM: 184.64 INV: 174.00 (E)
INV: 173.80 (S)
(E) DIESEL FUEL TANK AND FUEL LINES TO REMAIN (E) EDGE OF PAVEMENT REMOVE (E) FLOOR DRAIN (N) FLOOR DRAIN, NOTE 1 & 8 (N) NON BEARING WALL, SEE STRUCTURAL SHEETS (E) FENCE CORNER POST INSTALL (N) GYPSUM BOARD CEILING AFTER INSTALLING ANCHORS PER STRUCTURAL SHEETS PAINT ALL ABOVE GRADE WALLS, CEILING AND SOFFIT PER SECTION 09800 BC15 (N) CONCRETE PAD, SEE DETAIL . E20 ECP (E) ROOF DRAIN & SUPPORTS TO BE REPLACED IN KIND 5' (N) CONCRETE PAD, SEE DETAIL . ECP E20 (E) AC CURB, REMOVE AS NECESSARY FOR FENCE INSTALLATION NORTHING: 2017183.8059' EASTING: 6035501.5508' 185.87 SSFM SSFM
(E) SSMH 432401B RIM: 190.09INV: 182.77 (N)
INV: 182.75 (SE)
(E) 6" SSFM DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 BUILDING IMPROVEMENT PLAN 19 C16 BUILDING AND SITE IMPROVEMENT PLAN SCALE: 1/4"=1'-0" NOTES 1. REMOVE AND REINSTALL EXISTING TOILET, EYE WASH STATION, SINK, FAUCET, HOT WATER SUPPLY AND FIRST AID KIT. RE-ROUTE (E) EYE WASH. SHOWER DRAIN, AND TOILET DRAIN TO (N) 15" PVC SS. INSTALL USING 4" PVC SDR 26 AT 2% SLOPE. INSTALL (N) CLEANOUT OUTSIDE OF BUILDING. SEE DETAIL & . 2. SEE ELECTRICAL AND STRUCTURAL SHEETS FOR ADDITIONAL IMPROVEMENTS AND REQUIREMENTS 3. THE ELECTRICAL ROOM FLOOR IS A 2,000 PSI 3" NON-REINFORCED CONCRETE SLAB BENEATH THAT IS ±9'-6" OF SLURRY CONCRETE. FOR THE INSTALLATION OF CONDUIT AND LATERAL SAWCUT CONCRETE SLAB AND SLURRY AND REPLACE W/ CDF AND CONCRETE PER SHEET S3. 4. (N) GUARD RAIL PER . 5. UTILITY LOCATIONS ARE APPROXIMATE BASED ON HISTORICAL DRAWINGS. CONTRACTOR SHALL LOCATE ACTIVE SSFM PRIOR TO CONSTRUCTION. PORTIONS OF EXISTING ABANDONED UTILITIES MAY HAVE PREVIOUSLY BEEN REMOVED OR ABANDONED IN PLACE. CONTRACTOR MAY REMOVE PREVIOUSLY ABANDONED UTILITIES AS NECESSARY FOR CONSTRUCTION. 6. EXISTING 12" DIP IS ENCASED IN REINFORCED CONCRETE W/ 8" CONCRETE ON EITHER SIDE AND 12" CONCRETE ABOVE AND BELOW PIPE. 7. INSTALL (N) DRAINAGE GRATE PER . TRIM GRATE OR DOWNSPOUT AS NECESSARY TO ACCOMMODATE INSTALLATION. 8. INSTALL (N) FLOOR DRAIN WITH ZURN Z450B DRUM TRAP DRAIN W/ 6" TYPE B STRAINER OR APPROVED EQUAL, SLOPE FLOOR TO DRAIN. 9. INSTALL (N) CHAINLINK FENCE & ROLLING GATE PER & . 10. (E) PG&E POWER FEED SHALL BE REPLACED IF REQUIRED BY PG&E. THE WORK ASSOCIATED WITH REPLACING THE POWER FEED TO THE TRANSFORMER IS INCLUDED AS A BID ALTERNATE. 11. REINSTALL SINK WITH (N) P-TRAP AND DRAIN TO (N) LATERAL. CONNECT (N) PLUMBING TO (E) VENT PIPE THAT EXTENDS THROUGH THE WALL. D41 SCALE: 1/4 INCH = 1 FOOT 2 0 2 4 D42 D47 D48 D53 D51 REMOVE AND REPLACE ALL EXISTING ASPHALT SURFACES WITHIN THE PUMP STATION SITE AND DRIVEWAY WITH (N) 4" THICKNESS MIN. AC. NORTHING: 2017173.4647' EASTING: 6035494.5046' 78 10'-0" 7'-0" 9'-0"
10'-0"
(N) PRECAST CONCRETE WET WELL (N) PIPE PENETRATIONS,TYP, SEE DETAIL (N) PIPE PENETRATIONS, TYP, SEE DETAIL (N) VALVE VAULT DRAIN, SEE DETAIL (N) 6" BYPASS CONNECTION (N) 15" PVC SS
(N) PRESSURE GAUGE CONNECTION PER DETAIL (N) MH & FLOW METER SEE DETAIL (N) 14" HDPE SSFM (N) FLYGT MIXER MODEL 4620 SEE DETAIL FOR MOUNTING INFORMATION (N) 8" DI FL X PE (TYP OF 3) (N) 12" DI FL X FL (TYP OF 2) (N) 8" GATE VALVE, FL (TYP OF 3) SLOPE FLOOR TO DRAIN (N) 8" CHECK VALVE (TYP OF 3) (N) 34" BALL VALVE (TYP OF 3) (N) INFLUENT BAFFLE, SEE DETAIL (N) 12" X 12" X 8" DI TEE, FL (N) 14" X 12" DI REDUCER, FL (N) 12" RFCA (N) 8" X 12" REDUCER DI, FL (N) 12" DI SSFM, PE (N) 12" RFCA (N) 14" HDPE FLANGE ADAPTER W/ BACKING RING (N) 8" RESTRAINED COUPLING (TYP OF 3) (E) PG&E POWER FEED, NOTE 6 (N) 12" X 8" X 12" DI
REDUCING TEE, FL 4D3 AC18 AC19 5D2 (N) PRECAST CONCRETE VALVE VAULT (N) 6'-0" X 9'-0" CLEAR OPENING ACCESS HATCH SEE DETAIL 11D3 (N) 6'-0" X 9'-0" CLEAR OPENING ACCESS HATCH SEE DETAIL 10D3 (N) 8" DI FL X PE (TYP OF 6) 1'-11"±
2'-0" 3'-0" 3'-0" 2'-0" 2D3 2D3 7D3 8D3 6D3 PIPE SUPPORT PER . 12D3 (N) SUBMERSIBLE PUMP (TYP OF 3) SEE DETAIL 8D3 (N) 12" DI SSFM, PE (N) MANHOLE DRAIN, SEE DETAIL 7D3 PUMP STATION PLAN SCALE: 1/2" = 1' C17 SHEET NOTES 1. SEE ELECTRICAL SHEETS FOR ADDITIONAL IMPROVEMENTS 2. ALL INTERIOR SURFACES OF THE PRECAST CONCRETE WET WELL AND VALVE VAULT STRUCTURES SHALL BE COATED PER SPECIFICATION SECTION 09900. COATING SHALL BE APPLIED PRIOR TO INSTALLATION OF EQUIPMENT. 3. ALL GATE VALVES WITHIN THE VALVE VAULT SHALL HAVE HAND WHEELS 4. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. 5. ALL MJ FITTINGS AND UNRESTRAINED JOINTS SHALL BE RESTRAINED WITH EBAA MEGALUGS OR APPROVED EQUAL. 6. (E) PG&E POWER FEED SHALL BE REPLACED IF REQUIRED BY PG&E. THE WORK ASSOCIATED WITH REPLACING THE POWER FEED TO THE TRANSFORMER IS INCLUDED AS A BID ALTERNATE. SCALE: 1/2 INCH = 1 FEET 20 PUMP STATION PLAN DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STA T E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 79 10D3 1'-0" MIN. 5D2 (N) SUBMERSIBLE PUMP (TYP OF 3) SEE DETAIL FOR MOUNTING DETAIL (N) PIPE PENETRATION, TYP, SEE DETAIL (N) VALVE VAULT/MANHOLE DRAIN, SEE DETAIL (N) 8", 90° DI ELL, MJ (TYP OF 3) (N) 6'-0" X 9'-0" CLEAR OPENING ACCESS HATCH, SEE DETAIL (N) 6'-0" X 9'-0" CLEAR OPENING ACCESS HATCH SEE DETAIL (N) PIPE FLANGE SUPPORT (TYP OF 4), SEE DETAIL .
(N) 3" SS GUIDE RAIL EL. 167.80± EL. 180.50 (N) 12" X 12" X 8" DI, TEE (N) 6" OF CRUSHED ROCK, EXTEND TO
LIMITS OF EXCAVATION, SURROUND W/ STABILIZATION FABRIC INSTALL (N) 15" INFLUENT BAFFLE SEE DETAIL (N) INTERMEDIATE GUIDE RAIL BRACKET AS RECOMMENDED BY PUMP MFGR BACKFILL ALL EXCAVATIONS AND TRENCHES PER SLOPE FLOOR TO DRAIN COAT (N) WET WELL PER TECHNICAL SPECIFICATION 09900 COAT (N) VALVE VAULT PER TECHNICAL SPECIFICATION 09900 (N) 8" DIP, FL X PE, (TYP OF 3) (N) 8" DI, FL X PE (N) FLYGT MIXER (N) INFLUENT SEWER INV = 173.00± (15" IN) (N) 8" GATE VALVE (TYP OF 3) SS LIFTING CHAIN AND HOOK (N) DISCHARGE PIPE SUPPORT, SEE DETAIL EL. 186.00 ± 12" DI SSFM, PE X PE (N) FLOW METER MANHOLE SEE DETAIL . (E) PG&E POWER FEED, NOTE 5 & 6 (N) 14" HDPE SSFM (N) 12" DI SSFM PE X PE (N) 14" HDPE FLANGE ADAPTER W/ BACKING RING 7D3 (N) 14" X 12" DI REDUCER, FL (N) CONCRETE PUMP PAD TO BE DESIGNED AND CAST WITH WETWELL 10"
(N) 6" OF CRUSHED ROCK, EXTEND TO
LIMITS OF EXCAVATION, SURROUND W/ STABILIZATION FABRIC (N) 36" SANITARY MANHOLE COVER PER DETAIL (E) PUMP STATION BUILDING 5'-0" (N) 34" BALL VALVE , (TYP OF 3), SEE NOTE 4(N) 8" RESTRAINED COUPLING (TYP OF 3) 1D3 11D3 5D3 2D3 3D2 6D3 8D3 1D1 (N) 8" BALL CHECK VALVE (TYP OF 3) (N) 8" X 6" DI REDUCER, FL 3'-312" 10" 1:1 SLOPE EG = 184.62± EL. 186.10 ± EL. 185.50 ± SLOPE = 0.73% (N) 8" DIP, PE, (TYP OF 3) (E) MAN DOOR TO REMAIN ELEVATED ABOVE FF (N) DRAINAGE GRATE SEE DETAIL . 8D4 1'-0" (TYP) EL. 180.55± 6"-0" (TYP) (N) 12" RFCA (N) 12" FLOW METER SLOPE FLOOR TO DRAIN (N) ASPHALT SURFACE, GRADE TO DRAIN FF = 184.85± (E) GRADE PUMP STATION SECTION SCALE: 1/2" = 1' C18 AC18 SAN JUAN PUMP NOTES PUMP SHALL BE AN INDUSTRIAL SEWAGE PUMP, RATED FOR USE IN CLASS 1, DIVISION 1, GROUP D LOCATIONS. PUMP SHALL BE SUPPLIED WITH INTEGRAL MOISTURE AND TEMPERATURE SENSORS. PUMP SHALL BE FLYGT MODEL NP 3315 HT WITH THE FOLLOWING CHARACTERISTICS (SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS): VOLTAGE: 460V, AC, 60 HZ PHASES: THREE (3) HORSEPOWER: 130 IMPELLER DIAMETER: 15.35 INCHES (390 MM) IMPELLER TYPE: HARD IRON N-IMPELLER RATING POINT: 897 GPM AT 253 FEET OF HEAD DISCHARGE SIZE: 6 INCHES THE CITY HAS STANDARDIZED THE PUMP MANUFACTURER, NO SUBSTITUTIONS WILL BE ACCEPTED SHEET NOTES 1. ALL FORCE MAIN CONNECTIONS SHALL BE RESTRAINED AGAINST THRUST. 2. SEE ELECTRICAL SHEETS FOR ADDITIONAL IMPROVEMENTS. 3. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. ALL NEW DUCTILE IRON PIPE, FITTINGS, AND VALVES SHALL BE EPOXY LINED AND COATED. 4. 34" THREADED CONNECTION WELDED IN THE FACTORY TO DIP WELDING STANDARDS, 34" BALL VALVE. TYPICAL OF 3. 5. CONTRACTOR MUST POTHOLE ALL ELECTRICAL LINES PRIOR TO ORDERING THE PRECAST STRUCTURES. PROVIDE 12" MIN. CLEARANCE FROM THE DISCHARGE PIPE TO THE PG&E POWER FEED AND 3-FEET MIN. HORIZONTAL SEPARATION TO THE VALVE VAULT AND WET WELL. FORCE MAIN AND VAULT DEPTHS MAY NEED TO BE ADJUSTED TO ACCOMMODATE. 6. (E) PG&E POWER FEED SHALL BE REPLACED IF REQUIRED BY PG&E. THE WORK ASSOCIATED WITH REPLACING THE POWER FEED TO THE TRANSFORMER IS INCLUDED AS A BID ALTERNATE. WET WELL & VALVE VAULT COATING: 1. ALL INTERIOR SURFACES OF THE PRECAST CONCRETE WET WELL & VALVE VAULT SHALL BE COATED PER TECHNICAL SPECIFICATION SECTION 09900. COATING SHALL BE APPLIED PRIOR TO INSTALLATION OF EQUIPMENT 21 PUMP STATION SECTION ULTRASONIC LEVELS FLOAT SWITCH LEVELS HIGH LEVEL ALARM, ALL PUMPS ON EL. 172.80± LAG 1 PUMP ON LEVEL EL. 171.80± LEAD PUMP ON LEVEL EL. 171.30± ALL PUMPS OFF LEVEL EL. 169.30± LOW LEVEL ALARM EL 168.80± LAG 2 PUMP ON, HIGH LEVEL ALARM EL. 172.30± LAG 1 PUMP ON LEVEL EL. 171.80± LEAD PUMP ON LEVEL EL. 171.30± LAG 1 PUMP OFF LEVEL EL. 169.80± LEAD PUMP OFF LEVEL EL. 169.30± LOW LEVEL ALARM EL. 168.80± LAG 2 PUMP ON LEVEL EL. 172.30± LAG 2 PUMP OFF, EL. 170.30± NOTE: SEE ELECTRICAL PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STA T E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 80 (N) 3" SCH 40 PVC VALVE VAULT/MANHOLE DRAIN 1D3 1'-0"± (N) 8" BLIND FLANGE W/ 6" STAINLESS STEEL CAMLOCK W/ DUST CAP (N) 8" GATE VALVE (N) PIPE FLANGE SUPPORT (TYP OF 3) SEE DETAIL . (N) 12" X 12 X 8" TEE, FL (N) PRECAST VALVE VAULT (N) 6" OF CRUSHED ROCK, EXTEND TO LIMITS OF EXCAVATION, SURROUND W/ STABILIZATION FABRIC (N) PRESSURE GAUGE SEE DETAIL . (N) 12" DIP, FL X FL (N) 8" DI, FL X FL 4D3 (N) 8" X 12" REDUCER, FL (N) 12" X 8" x 12" DI, REDUCING TEE (N) 6'-0" X 9'-0" CLEAR OPENING ACCESS HATCH SEE DETAIL 10D3 (N) PIPE SUPPORT, PER DETAIL . 6"-0" (TYP) 12D3 VALVE VAULT SECTION SCALE: 1/2" = 1' C19 AC19 SHEET NOTES 1. SEE ELECTRICAL SHEETS FOR ADDITIONAL IMPROVEMENTS 2. ALL INTERIOR SURFACES OF THE PRECAST CONCRETE WET WELL AND VALVE VAULT STRUCTURES SHALL BE COATED PER SPECIFICATION SECTION 09900. COATING SHALL BE APPLIED PRIOR TO INSTALLATION OF EQUIPMENT. 3. ALL GATE VALVES WITHIN THE VALVE VAULT SHALL HAVE HAND WHEELS. 22 VALVE VAULT SECTION DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGISTERED PROFESS IONAL ENGI NEER STA T E OF CA L I FORN I ACURRAN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 81 (E) AC & BASE SAWCUT (TYP) AT PAVED LOCATIONS OD
6" MIN, 12" MAX NOTE 2 BEDDING MATERIAL 90% RC 12" MIN. T-CUT AT LOCATIONS INDICATED IN NOTE 7 6" MIN BOTTOM OF TRENCH NOTE 1 NOTES: 1. IF SOFT SOILS ARE ENCOUNTERED EXCAVATE 12" BELOW PIPE AND INSTALL GEOTEXTILE FABRIC PER SPECIFICATION SECTION 02200. 2. CL 2 AB 95% RC. 3. IN PAVED AREAS: 4" AC OR MATCH EXISTING PAVEMENT THICKNESS WHICHEVER IS GREATER. UNIMPROVED AREAS: 12" NATIVE MATERIAL. 4. DETECTABLE WARNING TAPE 14" ABOVE PIPE. 5. INSTALL TRENCH CUTOFF WALL EVERY 200' PER AT ALL OPEN TRENCH LOCATIONS, UNLESS INDICATED OTHERWISE. 6. TRACER WIRE SHALL BE TAPED TO THE TOP OF THE (N) FORCE MAIN. A TRACER WIRE CONNECTION BOX SHALL BE INSTALLED PER DETAIL 7. T-CUT ASPHALT REPLACEMENT IS REQUIRED ON CIPRIANI BLVD, E LAUREL CREEK RD, LYALL WAY, AND AT THE PUMP STATION. ON SAN JUAN BLVD, 12" T-CUT IS NOT REQUIRED, CONTRACTOR SHALL RESTORE ASPHALT SURFACE WITHIN TRENCH LIMITS. NOTE 3 4" MIN NOTE 4 D12 TRACER WIRE (SEE NOTE 6) D43 O.D. TRENCH BACKFILL PER . 24" MIN THICK CUTOFF WALL TYP. TRENCH BEDDING ZONE
TRENCH
BACKFILL 12" MIN BEYOND TRENCH LIMITS, TYP 3 SIDES
12" MIN TYP. TRENCH WIDTH D11 CUTOFF WALL NOTES: 1. PLACE CUTOFF WALL EVERY 200' AT OPEN TRENCH LOCATIONS. 2. CUTOFF WALL TO EXTEND 12" PAST TRENCH LIMITS AND BE AT LEAST 24" THICK. 3. CUTOFF WALL SHALL BE A BLENDED MIXTURE OF 1-PART FREE DRAINING SAND AND 1-PART DRY MIX CEMENT MIXED WITH WATER. WATER TO CEMENT RATIO SHALL BE LESS THAN 0.3, RESULTING IN A "DRY" MIX THAT IS HAND COMPACTED AROUND THE PIPE. (E) PIPE (N) PIPE NOTE 1 MANHOLE I.D. NOTES: 1. REMOVE PORTION OF (E) MH WALL TO ALLOW INSERTION OF (N) PIPE. INSTALL WATERSTOP AROUND NEW CONNECTION. FILL VOIDS W/ NON-SHRINK GROUT. 2. REMOVE PORTION OF (E) TROUGH & BENCH TO ALLOW FOR (N) PIPE. BUILD UP BENCH & REFORM TROUGH FOR (N) PIPE W/ GROUT. SLOPE BENCH AT 1/2" PER FOOT TOWARDS CHANNEL. NOTE 2 O.D.

SIDEWALK

SIDEWALK

DRIVEWAY

2.00% MAX

DRIVEWAY WIDTH
DEPRESSED CURB AT DRIVEWAY 24"
24" SIDEWALK WIDTH VARIES C C 4' 2.0% MAX. 6" (TYP.) CURB & GUTTER AT DRIVEWAY DRIVEWAY APRON SIDEWALK EXISTING DRIVEWAY 4'-0" MIN. VARIES SECTION C-C 18% MAX. 12" 6" 6" SEE NOTE 3 712" 2' 7" 12" SAW-CUT 6" DEEP ASPHALT FOR TWO 3" LIFTS 1/4" 112" EXISTING STREET LIP OF GUTTER . A A ASPHALT REPAIR AT GUTTER (TYP) NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 3. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4"DEEP CONTRACTION JOINTS AT 10'. 4. ALL CONCRETE SHALL BE 6 SACK 3/4"WITH ONE POUND OF LAMP BLACK PER CUBIC YARD. FINISH TO BE UNIFORM FINE BROOMED TEXTURE. 5. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 6. 12" #4 REBAR DOWLS, 6" MINIMUM DEPTH INTO EXISTING SIDEWALK, CURB & GUTTER. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. SECTION A-A A A TYPE E CURB TRANSITION TYPE A CURB TRANSITION SEE NOTE 6 (TYP.) CONSTRUCTION JOINT WITH #4 DOWELS SEE NOTE 2 (TYP) CONTRACTION JOINT (TYP) PATTERN TO MATCH ADJACENT SEE NOTE 4 DEEP JOINT EVERY 20' SEE NOTE 4 SAWCUT AA HOT MIX ASPHALT SEE NOTE 6 CURB GUTTER NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING OR NEW SIDEWALK. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. 3. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 4. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINTS AT 10' SIDEWALK SHALL BE SCORED TO MATCH CONTIGUOUS EXISTING SIDEWALK. 5. ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND OF LAMP BLACK PER CUBIC YARD. 6. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 7. 4" THICK SIDEWALK FOR VERTICAL CURB, 6" THICK SIDEWALK FOR ROLLED CURB. SECTION A-A CLASS 2 AB SEE NOTE 3 SEE NOTE 7 2" SLOPE 1/4" PER FOOT #4 DOWEL SEE NOTE 2 SEE TYPE A & E GUTTER DETAIL SIDEWALK TO BE POURED MONOLITHIC WITH CURB & GUTTER 60" OR MATCH EXISTING 12" CURB NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING SIDEWALK, CURB & GUTTER. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. 3. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 4. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINS AT 10'. 5. ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND LAMP BLACK PER CUBIC YARD. FINISH TO BE UNIFORM FINE BROOMED TEXTURE. 6. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 7. UNLESS OTHERWISE NOTED, ALL RADII TO BE 1/2". 12" 6" 6" 2'-0" 12" 912" 412" 12" SAW-CUT 14" R6" R6" 112" LIP OF GUTTER . A A ASPHALT REPAIR AT GUTTER (TYP) TYPE E CURB SECTION B-B B B 6" 1'-6" 12" 6" 12" 5" 6" 112" TYPE A CURB SECTION A-A LIP OF GUTTER SEE NOTE 2 (TYP.) SEE NOTE 3 6" DEEP ASPHALT IN TWO 3" LIFTS EXISTING STREET SEE NOTE 3 SEE NOTE 2 (TYP.) 6" 512" (E) AC & BASE OD 6" MIN, 12" MAX CDF BACKFILL BOTTOM OF TRENCH NOTE 1 NOTE 2 4" MIN 12" MIN. T-CUT AT LOCATIONS INDICATED IN NOTE 5 NOTE 3SAWCUT (TYP) AT PAVED LOCATIONS NOTES: 1. IF SOFT SOILS ARE ENCOUNTERED EXCAVATE 12" BELOW PIPE AND INSTALL GEOTEXTILE FABRIC PER SPECIFICATION SECTION 02200. 2. IN PAVED AREAS: 4" AC OR MATCH EXISTING PAVEMENT THICKNESS WHICHEVER IS GREATER. UNIMPROVED AREAS: 12" NATIVE MATERIAL. 3. DETECTABLE WARNING TAPE 14" ABOVE PIPE. 4. TRACER WIRE SHALL BE TAPED TO THE TOP OF THE (N) FORCE MAIN. A TRACER WIRE CONNECTION BOX SHALL BE INSTALLED PER DETAIL 5. T-CUT ASPHALT REPLACEMENT IS REQUIRED ON CIPRIANI BLVD, E LAUREL CREEK RD, LYALL WAY, AND AT THE PUMP STATION. ON SAN JUAN BLVD, 12" T-CUT IS NOT REQUIRED, CONTRACTOR SHALL RESTORE ASPHALT SURFACE WITHIN TRENCH LIMITS. D43 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DETAILS 23 D1 1D1 STANDARD TRENCH SCALE: NTS 2D1 TRENCH CUTOFF WALL SCALE: NTS 3D1 MANHOLE MODIFICATION SCALE: NTS 5D1 DRIVEWAY APPROACH SCALE: NTS 6D1 DRIVEWAY APPROACH CURB SCALE: NTS 7D1 CURB, GUTTER, & SIDEWALK SCALE: NTS 8D1 CURB & GUTTER SCALE: NTS 4D1 CDF TRENCH SCALE: NTS 82 VARIES FRAME AND COVER PER EXISTING 3'-0'' CONC. COLLAR GRADE CONC. CONE PRECAST 4'-0'' 5'' MIN.

VAR
3'' 6'' 62'' MIN (POURED IN PLACE) CONCRETE PRECAST CONC. SECTIONS A A SECTION A-A SECTIONAL ELEVATION SHELF SHELF SHELF 4'-0'' NOTES: 1. NEW MANHOLES SHALL BE ECCENTRIC WHEREVER POSSIBLE. EXISTING MANHOLES ARE CONCENTRIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. TAPER "SHELF" 1" PER FOOT TOWARDS CHANNEL. 3. REFER TO SPECIFICATIONS FOR MANHOLE PIPE CONNECTION. 4. IN UNPAVED AREAS, MANHOLE RIM SHALL BE PLACED APPROXIMATELY 6" ABOVE GRADE W/ A 6" CONCRETE RING TAPERED AT 3:1 SLOPE FROM THE TOP TO THE OUTSIDE EDGE OF THE COLLAR TO THE GROUND SURFACE. 12'' MIN
MIN
6" 12'' MIN
18'' MAX CRUSHED ROCK 12" OF 3/4" CLASS 1 #4 HOOPS @ 6" O.C. 2" AC OVER COLLAR 3D2 NOTE: D& L FOUNDRY MODEL A-1024 OR APPROVED EQUAL. 36-INCH FRAME AND COVER SHALL BE USED ON ALL NEW MANHOLES. 24-INCH FRAME AND COVER SHALL BE USED TO REPLACE EXISTING MANHOLE FRAME AND COVERS. SECTION 24-1/4'' 31-3/4" 1-1/2'' 24'' 1-1/2'' 4-1/2'' 21-15/16'' EDGE PRY C I T Y OF BE L MONT SANITARY SEWER PICK HOLE CITY OF BELMONT (2) EDGE PRIES 25-5/16" 1-1/8" 37-3/4" 25-3/8" 1-1/8" 46" 36" 6-3/4" 1-1/8" 38" FRAME: D&L A-1462 OR APPROVED EQUAL OUTER COVER: D&L A-1462-R5 OR APPROVED EQUAL INNER COVER: D&L A-1024 OR APPROVED EQUAL 23-5/8" SANITARY SEWER CLOSED PICK EDGE PRY (N) SANITARY LID AND CASTING PER DETAIL . GRADE RINGS APPLY MORTAR BASE COAT INSIDE ENTIRE MANHOLE SURFACE NOTE 1 CUT OFF ALL (E) RUNGS BURN BACK AND PATCH (WHERE APPLICABLE) (E) CONCRETE MANHOLE CHIP AND REFORM BENCH/SHELF & INVERT (WHERE APPLICABLE) NOTES: 1. CONTRACTOR SHALL COAT ALL INTERIOR CONCRETE, BRICK, OR MORTAR SURFACES INSIDE OF MANHOLE INCLUDING WALLS, CONES, BASE, AND CHANNEL WITH A 1-INCH MINIMUM COATING THICKNESS, UNLESS OTHERWISE NOTED. MINIMUM COATING THICKNESS SHALL BE MEASURED FROM THE FLAT SURFACE OF THE EXISTING MANHOLE. CONTRACTOR SHALL CLEAN AND PREPARE ALL SURFACES IN ACCORDANCE WITH COATING MANUFACTURER'S RECOMMENDATIONS AND PER SPECIFICATION SECTION 09900. PERFORM TESTING IN ACCORDANCE WITH SPECIFICATIONS SECTION 099000. 2. REPAIR DETERIORATED SURFACES INSIDE OF MANHOLE WITH HYDRAULIC CEMENT MORTAR IN CONFORMANCE WITH COATING MANUFACTURER RECOMMENDATIONS. THE REPAIR MATERIAL THICKNESS SHALL BE SUCH THAT THE NEW MATERIAL SURFACE MATCHES THE MANHOLE'S ORIGINAL INSIDE DIAMETER, OR AS DIRECT BY THE CITY OR ITS REPRESENTATIVES. 3. PERFORM TESTING OF EXISTING SURFACE PRIOR TO PLACING HYDRAULIC CEMENT IN ACCORDANCE WITH HYDRAULIC CEMENT MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATION SECTION 09900. 4. CONTRACTOR SHALL COMPLY WITH ALL CAL-OSHA CONFINED SPACE ENTRY REQUIREMENTS. 5. PERFORM BYPASS PUMPING AS REQUIRED AND IN ACCORDANCE WITH SPECIFICATION SECTION 01120. 6. WHERE REQUIRED, CONTRACTOR SHALL REPAIR EXISTING CHANNEL AND BASE PRIOR TO INSTALLING COATING MATERIAL. FORM A SMOOTH CHANNEL AND MINIMIZE DISTURBANCE TO FLOW. 7. CONTRACTOR SHALL CHIP OUT AND REPAIR EXISTING INVERT PRIOR TO INSTALLING COATING MATERIAL, SO THAT FINISHED INVERT SURFACES MATCH EXISTING INVERT. CHANNEL SHALL BE SMOOTH AND MINIMIZE DISTURBANCE TO FLOW. 8. MANHOLE REHABILITATION SHALL BE DONE IN ACCORDANCE TO THESE NOTES AND SPECIFICATION SECTION 09900. MH BARREL ID NOTE 2 NOTE 3 & 7 D22 (N) CONCRETE COLLAR & RESTORE SURFACE PER . D21 REMOVE MH FRAME & COVER (E) PIPE TO BE ABANDONED (TYP) PLUG ENDS OF PIPE W/ 3' OF CONCRETE AND FILL W/ CDF RESTORE (E) SURFACE (E) PIPE TO BE ABANDONED (TYP) PLUG ENDS OF PIPE W/ 3' OF CONCRETE AND FILL W/ CDF DEMOLISH TOP OF (E) MANHOLE 12" BELOW LOWEST ADJACENT GRADE FILL W/ CDF (N) 36" SANITARY MANHOLE COVER PER DETAIL (N) 12" DI SSFM (N) PIPE FLANGE SUPPORT, SEE DETAIL TYP OF 2 (N) 12" DI SSFM (N) PIPE PENETRATION PER DETAIL . (N) 5' ID PRECAST CONC. MANHOLE PER DETAIL SIM. 2D3 (N) 6" OF CRUSHED ROCK, EXTEND TO LIMITS OF EXCAVATION, SURROUND W/ STABILIZATION FABRICEL. 186.10± (N) 12" RFCA (N) 12" FLOW METER, SEE TECHNICAL SPECIFICATION SECTION 13421 0'-8"± MIN. 1D3 1D2 EL. 180.55± NOTES: 1. SEE ELECTRIC SHEETS FOR ADDITIONAL REQUIREMENTS. 2. CONTRACTOR SHALL INSTALL FLOW METER IN THE CENTER OF MANHOLE. SLOPE FLOOR TO DRAIN (N) MANHOLE DRAIN PER DETAIL . 7D3 3D2 (N) STANDARD FRAME AND COVER PER DETAIL . 2'± CONC. COLLAR 12" MIN. 18" MAX. NOTE: 1. RAISE (E) MANHOLE TO BE FLUSH WITH EXISTING GRADE. (E) STREET GRADE (E) MANHOLE TO REMAIN 2D2 8" 2" AC PAVING OR GRADE OVER COLLAR #4 REBAR @ 12" O.C #4 REBAR HOOPS @ 6" OC 6" MIN. INSTALL (N) GRADE RINGS AS NECESSARY (N) CONCRETE COLLAR DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DETAILS 24 D2 1D2 PRE-CAST MANHOLE SCALE: NTS 2D2 24" MANHOLE FRAME & COVER SCALE: NTS 3D2 36" MANHOLE FRAME & COVER SCALE: NTS 4D2 MANHOLE REHABILITATION DETAIL SCALE: NTS 6D2 SEWER ABANDONMENT SCALE: NTS 5D2 FLOW METER MANHOLE DETAIL SCALE: NTS 7D2 RAISE MANHOLE SCALE: NTS 83 6" OR O.D./2
(WHICHEVER

IS GREATER) EXPANSIVE MATERIAL OVER PIPE EXPANSIVE MATERIAL UNDER PIPE 12" MAX CLR
2" MIN CLR EXISTING OR NEW UNDERGROUND PIPE EXISTING OR NEW UNDERGROUND PIPE 36" 36" CONCRETE SADDLE CONCRETE SADDLE EXISTING OR NEW UNDERGROUND PIPE 3" TYP NOTES: 1. INSTALL CONCRETE SADDLE AT EACH LOCATION WHERE A NEW UNDERGROUND UTILITY CROSSES IN EXISTING UNDERGROUND UTILITY WITH LESS THAN 12" CLEARANCE. MINIMUM ALLOWABLE CLEARANCE IS 2". 2. INSTALL V-BIO POLYETHYLENE WRAP AROUND ALL EXPOSED WATER MAINS. 12"
O.D. 1" x 6" THREAD STUD 2" SCH 40 GALV STL PIPE 1/2" x 5" SS EPOXIED ANCHOR BOLT W/ LOCKWASHER, TYP OF 4 PER SUPPORT NOTE: EXPOSED PIPE FLANGE SUPPORT METAL SHALL BE HOT DIPPED GALVANIZED STEEL PER ASTM SPECIFICATION A-123. 8" x 8" 2 1/2" x 1/2" CRADLE PLATE 1" x 1/4" SEISMIC TABS 2" COLLAR ASSEMBLY BASE ASSEMBLY MIN 1" GROUT 6" DIP ANVIL FIG. 290 WELDLESS EYE NUT CONC. WALL 38" 1" Ø GALV. ALL-THREAD NOTE: ALL HARDWARE SHALL BE HOT-DIPPED GALV. CLAMP BOLTS AND NUTS SHALL BE ZINC PLATED. EPOXY IN PLACE LOCATE AS REQ'D ANVIL FIG. 261 SS DOUBLE BOLT PIPE CLAMP PIPE, DUCT OR CONDUIT PENETRATION CONC. WALL FILL ANNULAR SPACE W/ NON-SHRINK GROUT FORM OPENING IN CONCRETE TO MATCH LINKSEAL SPECIFICATION INSTALL LINKSEAL OR EQUAL PER MANUFACTURER'S RECOMMENDATIONS INTERIOR EXTERIOR 14" SS PLATE 1'-1"± 0'-3"± 0'-3"±
1'-6"± 12" Ø HOLE FOR ANCHOR BOLT, TYP OF 6
2'-0"±
(N) 15" INFLUENT PIPE CENTER BAFFLE W/ INFLUENT PIPE FRONT TOP 114" ATTACH TO WALL W/ 3 Ø SS ANCHOR BOLT 4"MIN EMBEDMENT (TYP OF 6) (N) 15" INFLUENT PIPE 0'-6" WELD 12" SS PLATE TO SS WALL MOUNT, TYP SS WALL MOUNT SEE DETAIL A SIDE 14" SS PLATE (N) 15" INFLUENT PIPE (N) PRECAST CONC. WET WELL WELD 12" SS PLATE TO SS BRACKET, TYP 38"Ø SS ANCHOR BOLT, TYP 12" SS WALL MOUNTED BRACKET (N) SS LIFTING CHAINS (TYP OF 2) (N) SS LIFTING CHAINS NOTE: (TYP OF 2) LOCATE LIFTING CHAINS AT THE CENTER OF GRAVITY OF REMOVABLE BAFFLE. ATTACH CHAIN TO HOOK AT TOP OF WET WELL (N) QUICK CONNECTION (N) 12" X 12" X 8" TEE, FL (N) 12" DIP, FL X FL (N) PRESSURE SENSOR W/ GAUGE, SEE SPECIFICATION SECTION 11424 SECTION A-A 4" X 4" 3/8" SS ANGLE MITER ENDS TO MATCH WET WELL WALL 3 8" SS U-BOLT (N) WET WELL WALL 4" X 4" 3/8" SS ANGLE 3" X 3" 3/8" SS ANGLE 3 8" Ø SS BOLT (TYP OF 2) 3 8" STAINLESS STEEL EPOXY ANCHOR BOLTS 4" MIN EMBEDMENT (2 PER CONNECTION) DISCHARGE PIPE GROUT LEVELING PAD 3" X 3" 3/8" SS ANGLEAA NOTE: ALL MATERIALS AND HARDWARE SHALL BE 316 SS (N) WET WELL (N) MOUNTING LOCATION FOR FLYGT MIXER 0'-41516" 0'-8" 0'-212" 0'-6" 34" Ø ANCHOR BOLT (2X) 0'-1118" 0'-358" 778 " 0'-31516" 0'-11 116 " 2'-0" 3'-0" 3'-0" 2'-0" 2'-4" 34" Ø ANCHOR BOLT (4X) REFERENCE POINT, TYP (N) 6'-0" X 9'-0" DOUBLE LEAF H20 RATED ACCESS HATCH W/ SAFETY GRATE (N) PRECAST CONC. TOP SLAB NOTE 12 (N) ACCESS HATCH CLEAR OPENING 2'-2" 6'-0" 4'-6" (N) WET WELL WET WELL HATCH NOTES: 1. ACCESS HATCH DIMENSIONS SHOWN ARE CLEAR OPENINGS. 2. HINGES SHALL BE POSITIONED AS SHOWN. 3. ACCESS HATCH SHALL BE EQUIPPED WITH INTEGRAL FALL PROTECTION. 4. ACCESS HATCH SHALL BE RATED FOR H20 LOADING. 5. ACCESS HATCH SHALL BE DOUBLE LEAF, MANUFACTURED BY USF, EJ, OR APPROVED EQUAL. 6. ACCESS HATCH SHALL HAVE A CHANNEL FRAME WITH A 112" DRAIN COUPLER THAT DRAINS TO WET WELL. 7. ACCESS HATCH TOP SHALL BE 14" DIAMOND PLATE. 8. ACCESS HATCH SHALL BE EQUIPPED WITH HYDRAULIC LIFT SPRINGS TO ASSIST WITH OPENING. 9. ACCESS HATCH SHALL HAVE A RECESSED PADLOCK CLIP FOR LOCKING. 10. ALL HARDWARE AND HINGES SHALL BE STAINLESS STEEL. 11. SEE SPECIFICATION SECTION 08310 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. OVERSIZE TOP SLAB AS NECESSARY TO PROVIDE SUFFICIENT CLEARANCE TO HATCH FRAME. HINGE LOCATION (TYP) (N) PUMP GUIDE RAIL LOCATION (TYP OF 3) (N) ACCESS HATCH FRAME NOTES: 1. REFER TO SPECIFICATION SECTION 02318-3.04 FOR ADDITIONAL REQUIREMENTS. (N) 6'-0" X 9'-0" DOUBLE LEAF H20 RATED ACCESS HATCH W/ SAFETY GRATE CENTERED OVER VAULT OPENING (N) PRECAST CONC. TOP SLAB NOTE 12 (N) ACCESS HATCH FRAME (N) ACCESS HATCH CLEAR OPENING 6'-0" 4'-6" (N) VALVE VAULT HINGE LOCATION (TYP) VALVE VAULT HATCH NOTES: 1. ACCESS HATCH DIMENSIONS SHOWN ARE CLEAR OPENINGS. 2. HINGES SHALL BE POSITIONED AS SHOWN. 3. ACCESS HATCH SHALL BE EQUIPPED WITH INTEGRAL FALL PROTECTION. 4. ACCESS HATCH SHALL BE RATED FOR H20 LOADING. 5. ACCESS HATCH SHALL BE DOUBLE LEAF, MANUFACTURED BY USF, EJ, OR APPROVED EQUAL. 6. ACCESS HATCH SHALL HAVE A CHANNEL FRAME WITH A 112" DRAIN COUPLER THAT DRAINS TO WET WELL. 7. ACCESS HATCH TOP SHALL BE 14" DIAMOND PLATE. 8. ACCESS HATCH SHALL BE EQUIPPED WITH HYDRAULIC LIFT SPRINGS TO ASSIST WITH OPENING. 9. ACCESS HATCH SHALL HAVE A RECESSED PADLOCK CLIP FOR LOCKING. 10. ALL HARDWARE AND HINGES SHALL BE STAINLESS STEEL. 11. SEE SPECIFICATION SECTION 08310 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 12. OVERSIZE TOP SLAB AS NECESSARY TO PROVIDE SUFFICIENT CLEARANCE TO HATCH FRAME. 1' MIN VALVE VAULT FLOOR ZURN FD2380 PVC FLOOR DRAIN OR APPROVED EQUAL WET WELL WALL 3" RISER PIPE SCH 40 PVC PIPE PENETRATION, SEE DETAIL 3" PROCO STYLE 730 FLANGED RUBBER
CHECK VALVE OR APPROVED EQUAL DISCHARGE INTO WET WELL, LOCATE ABOVE LEAD PUMP ON LEVEL 2D3 PIPE CLAMP SUPPORT, 316 SS DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DETAILS 25 D3 3D3 CONCRETE SADDLE SCALE: NTS 1D3 FLANGE PIPE SUPPORT DETAIL NTS 12D3 PIPE RISER SUPPORT DETAIL NTS 2D3 PIPE PENETRATION DETAIL NTS 6D3 INFLUENT BAFFLE DETAIL NTS 4D3 PRESSURE GAUGE DETAIL NTS 5D3 DISCHARGE PIPE SUPPORT DETAIL NTS 8D3 PUMP AND MIXER MOUNTING DETAIL NTS 7D3 VALVE VAULT/MANHOLE DRAIN DETAIL NTS 11D3 WET WELL ACCESS HATCH NTS 9D3 STANDARD MONUMENT SCALE: NTS 10D3 VALVE VAULT ACCESS HATCH NTS 84 PAVED AREAS UNPAVED AREAS
12"
MIN TRACER WIRE CAST IRON LID W/ VANDAL PROOF BOLT DOWN, MARKED " TRACER WIRE" EXISTING OR NEW PAVEMENT VALVE BOX, CHRISTY G5 OR APPROVED EQUAL GREEN TEST STATION TERMINAL BOX, LITTLE FINK OR APPROVED EQUAL SEE DETAIL . SECURE TERMINAL BOX IN VERTICAL W/ ANCHORED COTTPIPE POLYCARBONATE SUPPORT POST LOCATOR WIRES TO TRENCH 6" CRUSHED COMPACTED ROCK LOCATOR WIRES W/ LABELS - PROVIDE 18" MIN. OF WIRE SLACK COMPACTED BACKFILL TYP SQUARE CONC. COLLAR #4 REBAR RING 4D4 NOTES: 1. LOCATION OF TRACER WIRE TERMINAL BOXES ARE NOT SHOWN ON PLANS. 2. TRACER WIRE MAY TERMINATE IN PUMP STATION VALVE VAULT, ACCESS STRUCTURES, AND DISCHARGE MANHOLE W/ TERMINAL BOX PER . 3. TRACER WIRE TERMINAL BOXES SHALL BE INSTALLED AT MAXIMUM 500 FEET INTERVALS ALONG THE FORCE MAIN. CONTRACTOR SHALL MARK OUT PROPOSED LOCATIONS FOR TERMINAL BOXES IN THE FIELD AND REVIEW W/ CITY PRIOR TO INSTALLATION. 4D4 GREEN COLORED TERMINAL BOX (COVER NOT SHOWN) CABLE IDENTIFICATION LOCATOR WIRES RUBBER GROMMET (EACH CABLE) TERMINAL STUD CABLES W/ SPADE TYPE SOLDERED CONNECTION COTT BONDING STRAP CONFORM TO (E) STREET GRADE (N) 36" SANITARY MANHOLE COVER PER DETAIL WATERSTOP, TYP. (N) 14" HDPE FLANGE ADAPTER W/
BACKING RING (TYP OF 2) GROUT LEVELING PAD (N) 14" DI TEE W/ BASE, FL (N) 7' I.D. PRECAST CONC. W/ FLAT TOP NOTE 1 NOTE: 1. (N) INSTALL 2" THREADED CONNECTION AND AIR VALVE PER DETAIL IN LOCATIONS NOTED ON THE PLANS (FM ACCESS STRUCTURE #3 & #6). ALL OTHER LOCATIONS INSTALL 1" THREADED CONNECTION IN MIDDLE OF BLIND FLANGE, INSTALL TWO (2) 1" SCH 40 SS NIPPLES, 1" BALL VALVE, AND SS CAP (N) 14" BUTT FUSION JOINT (TYP OF 2) (N) 14" HDPE FM
(N) 6" OF CRUSHED ROCK, EXTEND TO LIMITS OF

EXCAVATION, SURROUND W/ STABILIZATION FABRIC
(N) 14" GATE VALVE, TYP OF 2 (N) 14" BLIND FLANGE
(N) LIFTING LUG, TYP OF 2
(N) 14" HDPE FM INSTALL TRACER WIRE TERMINAL BOX TO MANHOLE AND TRACER WIRE W/ 18" MIN, OF EXTRA SLACK COAT INTERIOR OF MANHOLE PER SECTION 09900 (N) FLANGE SUPPORT PER TYP. OF 2 1D3 6D4 3D2 (N) 2" AIR VALVE, NOTE 1 (N) 2" SS 316 NIPPLE (N) 2" BALL VALVE, NOTE 2 (N) THREADED BLIND FLANGE NOTES: 1. AIR VALVE SHALL BE VENT-O-MAT RGX II, 2", THREADED W/ 2" THREADED DICHARGE OUTLET FOR USE IN SEWAGE APPLICATIONS. 2. BALL VALVE SHALL BE 316 STAINLESS STEEL, 2 PIECE FULL PORT, FNW FIGURE 200A OR EQUAL.
(E) 6" CONCRETE SLAB
(N) TOP RAIL 42" (N) POST OR DOUBLE POST AT 8' MAX (N) INTERMEDIATE RAIL NOTES: 1. RAILING AND POSTS SHALL BE YELLOW FIBERGLASS. 2. HARDWARE ANCHORAGE SHALL BE STAINLESS STEEL 316. 3. RAILING SYSTEM SHALL BE EASILY REMOVABLE FROM THE POST BASE. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. FACE MOUNTING 44"± (N) WETWELL(N) GALVANIZED STEEL GRATE NOTE 3 (N) CONCRETE DRAIN W/ GRATE (E) BUILDING WALL NOTE: 1. INSTALL AN EXPANSION JOINT BETWEEN THE (N) CONCRETE DRAIN AND THE CONCRETE OF THE (E) BUILDING AND (N) WETWELL. 2. RE-GRADE ASPHALT AROUND THE ENDS OF THE DRAIN TO PREVENT A VERTICAL DROP. 3. GRATE SHALL BE ABLE TO SUPPORT A 18 KIP WHEEL LOAD (HS-20 LOADING) AND 200 PSF UNIFORM PEDESTRIAN LOADING CONDITION. (N) 12"Ø, 412" LONG ANCHOR BOLTS, TYP (N) L4x4x12x±11'-4" LONG HDG LEDGER ANGLE INSTALL (N) 2"x12"x1'-0" LONG GALVANIZED FLAT BAR, ON BOTH SIDES OF WETWELL. DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DETAILS 26 D4 2D4 SEWER LATERAL CONNECTION SCALE: NTS 1D4 4" & 6" SEWER LATERAL CLEANOUT SCALE: NTS 3D4 TRACER WIRE BOX SCALE: NTS 4D4 TERMINAL BOX SCALE: NTS 5D4 FORCE MAIN ACCESS STRUCTURE SCALE: 1/2" = 1'-0" 6D4 AIR VALVE SCALE: NTS 7D4 SAFETY RAILING SCALE: NTS 8D4 DRAINAGE GRATE SCALE: NTS 85 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X HEAVY DUTY DOUBLE WHEEL CARRIER 6'-0" REAR WHEEL (TYP OF 2) 16'-0" 10'-0" MAXIMUM, TYP 17'-0" 1'-0" 1'-0" XX LOCKABLE GATE LATCH, X CITY TO PROVIDE LOCK REAR WHEEL TRACK (TYP OF 2) 6' CHAIN LINK FENCING, WITH PRIVACY SLATS TO MATCH (E), SEE DETAIL D53 3-WIRE TENSION BARBED WIRE. SEE DETAIL D52 3'-0" DEPTH FOR LINE POSTS, TYP 3'-6" DEPTH FOR LATCH & GATE POSTS, TYP 14" TYP. LINE POST, 4 12" DIA ROUND PIPE, TYP TRUSS RODS PER ASTM F626, TYP 3,000 PSI MIN COMPRESSIVE STRENGTH CONCRETE. 2.38" ROUND PIPE BRACE TYP TENSION WIRES LATCH POST GATE POST TRUSS TIGHTENER 3" MIN 2" MAX SLOPE TO DRAIN, TYP 38" PLAIN PIN RIVETED FLUSH, TYP 1'-0"
1'-10"
LOCK PIN, TYP 38" PLAIN PIN RIVETED FLUSH, TYP

BARBED WIRE, TYP
1'-0" 1'-0" 1'-6" 6" TYP 7.5" TYP
35°
45° LINE POST CORNER POST ROLLING GATE POST X X X X X X 38" PLAIN PIN RIVETED FLUSH, TYP 6"
TYP DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 4/10/2026 AS SHOWN CLP BDL BLS DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 REGI STERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 04/10/26 2200 RANGE AVENUE, SUITE #201 SANTA ROSA, CA 95403 (707) 528-4848 DETAILS 27 D5 1D5 16' ROLLING GATE SCALE: NTS 2D5 BARBED WIRE SCALE: NTS 3D5 CHAIN LINK FENCE SCALE: NTS FENCE AND GATE NOTES: 1. ALL FENCING SHALL FOLLOW CALTRANS STANDARD DRAWINGS A85. 2. ROLLING GATES SHALL COMPLY WITH CALTRANS STANDARD DRAWINGS A85 CHAIN LINK GATE INSTALLATION, WITH EXCEPTION TO THE MAXIMUM GATE WIDTH. 3. ALL FENCING AND GATES SHALL HAVE BROWN POLYETHYLENE SLATS MATCHING TO MATCH EXISTING. 86 87
88 89
90 91
92 93
94 95
96 97
98 99
100
101
102
103
104
105
106
107
108
109
110
DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 04/10/26 AS SHOWN TEE LTT JAF DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 408.957.9220 www.pase.com TYPICAL NOTES, SPECIFICATIONS & DETAILS S152 TIE & STIRRUP REINFORCING TIE OR STIRRUP 135° HOOK 90° HOOK TIE OR STIRRUP PRINCIPLE REINFORCING MAX. OFFSET REINFORCING 1 6 90° HOOK 180° HOOK D D #3#5#4#7#8 #10 #9 #11 #6 1'-4" 5'-2" 5'-8" 4'-7" 4'-1" 2'-5" 3'-7" 1'-8" 2'-1" 1'-4" 3'-11" 4'-5" 3'-6" 3'-1" 1'-11" 2'-9" 1'-4" 1'-7" NOTES: 1. LAP SPLICE LENGTHS SHALL BE INCREASED BY 50% WHERE BAR CLEAR COVER IS LESS THAN 2 BAR DIAMETERS OR WHERE SPACING BETWEEN BARS BEING SPLICED IS LESS THAN 5 BAR DIAMETERS. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS. 3. LAP SPLICE LENGTHS FOR EPOXY-COATED BARS SHALL BE INCREASED BY 20%. N.T.S. 1 REBAR HOOK DETAILS S1 N.T.S. 2 REBAR LAP SPLICES S1 6d @ #5 OR SMALLER BARS OR 12d @ #6 TO #8 BARS D d d D 6d OR 3" MIN. 4d OR 2 1/2" MIN. dd 12d NOTES: 1. D = 6d FOR #3 THRU #8 D = 8d FOR #9 THRU #11 D = 10d FOR #14 THRU #18 2. ALL BENDS SHALL BE MADE COLD. 3. #14 AND #18 BARS SHALL BE BEND-TESTED AND APPROVED PRIOR TO BENDING. BAR SIZE TOP BARS OTHER BARS CONCRETE STRENGTH f'c= 4000 PSI CONCRETE REINFORCING LAP SPLICES GENERAL BASIS OF DESIGN: THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SEPARATELY BOUND PROJECT ALL MATERIALS, WORKMANSHIP, TESTING AND INSPECTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, 2025 EDITION, AND LOCAL BUILDING CODES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOBSITE WITH A COMPLETE SET OF THE LATEST DRAWINGS. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH WORK. DETAILS SHOWN ARE TYPICAL, AND APPLY TO SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. REFER TO CIVIL DRAWINGS FOR LAYOUT OF NEW AND/OR EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE SAFETY, INCLUDING SAFETY OF ALL UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, DRAWINGS SHALL NOT BE SCALED OR MEASURED FOR DIMENSIONS. FOUNDATION CONCRETE THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE REQUIRED DESIGN STRENGTH. SUBMITTAL DATA FROM 30 PREVIOUS COMPRESSION TESTS ON EACH PROPOSED MIX WILL BE REQUIRED FOR REVIEW BEFORE MIX CAN BE APPROVED. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY STRENGTHS, U.N.O. REINFORCED CONCRETE SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH TO BE ACHIEVED IN LESS THAN 28 DAYS. CONTRACTOR SHALL COORDINATE MIX DESIGN AND CONCRETE CYLINDER BREAKS WITH THE ENGINEER AND SPECIAL INSPECTION & TESTING AGENCY. CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED BY SAND BLASTING OR MECHANICAL MEANS AND CLEANED BEFORE NEW POUR. LOCATION OF CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE DRAWINGS. CONSTRUCTION JOINTS AT OTHER LOCATIONS ARE PROHIBITED UNLESS REINFORCING STEEL ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. WELDING OF REINFORCING IS PROHIBITED UNLESS EXPLICITLY SHOWN ON THE DRAWINGS OR PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, PLACE ONLY AS SHOWN OR APPROVED, STAGGER SPLICES WHERE POSSIBLE.
4,000 PSI 1. 2. 3. 4. 5. 6. 7. 8. 1. 1. 2. 3. 5. 8. 1. 2. 3. 4. 2. AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL ORDINANCES. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 DEFORMED BARS, U.N.O. REINFORCING APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. SPECIFICATIONS. EPOXY BONDING AGENT SHALL BE "SIKADUR-2 HI-MOD LPL" AS MANUFACTURED BY SIKA CORPORATION OR APPROVED EQUAL. SURFACE PREPARATION, MIX PROPORTIONS, AND APPLICATION SHALL BE AS RECOMMENDED BY THE MANUFACTURER. 4. APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ALL CONCRETE FOR USE IN THE CONSTRUCTION OF THIS PROJECT SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318-19. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM MAINTAINED ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. REBAR CLEARANCES TO BE ENCOUNTERED (SEE ACI). MAXIMUM WATER/CEMENT RATIO SHALL BE 0.50 NON-SHRINK GROUT SHALL BE FLOWABLE, WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 3 DAYS. NON-SHRINK GROUT SHALL BE "SIKAGROUT-928" AS MANUFACTURED BY SIKA CORPORATION OR APPROVED EQUAL. EPOXY ANCHORS & DOWELS IN CONCRETE SHALL BE INSTALLED USING "SET-3G" EPOXY AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC., "HIT-RE 500 V3" EPOXY AS MANUFACTURED BY HILTI, INC., OR APPROVED EQUAL. PREPARATION OF HOLES AND INSTALLATION OF ANCHORS & DOWELS SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICC-ES REPORT. ANCHORS & DOWELS SHALL NOT BE INSTALLED IN CONCRETE LESS THAN 21 DAYS OLD WITHOUT WRITTEN APPROVAL FROM ENGINEER. 7. 6. REINFORCING STEEL HOOKS AND LAP SPLICES SHALL BE PER DETAILS 1 AND 2 ON THIS SHEET. STEEL TO BE WELDED SHALL BE ASTM A706. 5. EARTHWORK 1. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY COTTON, SHIRES AND ASSOCIATES, INC. DATED MARCH 17, 2025, PROJECT NO. E6025. 2. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY COTTON, SHIRES AND ASSOCIATES, INC. DATED MARCH 17, 2025, PROJECT NO. E6025. SIDES OF FOOTINGS SHOWN STRAIGHT ARE FORMED. IF SITE CONDITION ALLOWS AND GEOTECHNIAL ENGINEER CONCURS, SIDES OF FOOTINGS MAY BE FORMED OR NOT FORMED AT CONTRACTOR'S OPTION. FOOTINGS CAST DIRECTLY AGAINST EARTH REQUIRE THE FOLLOWING PRECAUTIONS; A) SLOPE SIDES OF EXCAVATIONS AS APPROVED BY THE GEOTECHNICAL ENGINEER, B) CLEAN UP OF SLOUGHING BEFORE, DURING AND AFTER PLACING CONCRETE, C) ADEQUATE COVER MUST BE PROVIDED FOR ALL REBAR. ADD 1" TO ALL SIDES OF FOOTING DIMENSIONS WHICH ARE CAST AGAINST EARTH. OWNER SHALL RETAIN THE GEOTECHNICAL ENGINEER TO OBSERVE CONSTRUCTION, INCLUDING SITE GRADING, EVALUATION OF THE PROPOSED ENGINEERED FILL, COMPACTION OF FILL, ALL FOUNDATION EXCAVATION, AND TO PERFORM APPROPRIATE LABORATORY TESTING. THE GEOTECHNICAL ENGINEER SHALL PROVIDE TO THE OWNER A LETTER FOR FOUNDATION PREPARATION, BACKFILL, COMPACTION, ETC., PRIOR TO THE PLACEMENT OF ANY FOUNDATION CONCRETE. THE GEOTECHNICAL ENGINEER SHALL ALSO PREPARE A FINAL REPORT THAT STATES THAT WORK WAS DONE IN COMPLIANCE WITH THE RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT, AND THAT INCLUDES CHANGES MADE DURING FOUNDATION CONSTRUCTION THAT WERE DIFFERENT FROM THE REVIEWED GEOTECHNICAL REPORT. 3. 4. 9. SPECIAL INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE STATEMENT OF SPECIAL INSPECTIONS ON SHEET S2. BACKFILLING OF STRUCTURES SHALL NOT OCCUR UNTIL CONCRETE DESIGN COMPRESSIVE STRENGTH IS ATTAINED. CONTRACTOR SHALL BACKFILL ALL SIDES OF STRUCTURES CONCURRENTLY. THE DIFFERENCE IN BACKFILL ELEVATIONS ON ANY SIDE OF THE STRUCTURE SHALL NOT EXCEED 1'-0" AT ANY TIME. 2025 CALIFORNIA BUILDING CODE. 5.COLD-FORMED STEEL FRAMING 1. ABBREVIATIONS & STRUCTURAL DESIGN PARAMETERS DESIGN WIND LOADS: DESIGN EARTHQUAKE LOADS: DEFERRED SUBMITTALS/SHOP DRAWINGS THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW: CONCRETE MIX DESIGNS. 2. MASONRY CERTIFICATES OF COMPLIANCE, GROUT MIX DESIGN, ETC. 1. CONN. ARCH. CAM C.J. BM. BRG. BNDY. BLKG. A.B. COL. CLG. EA. ELEC. DP. DBL. CONT. FLR. G.S.M. GALV. GA. F.J. F.H. FND. E.N. HGR(S). EQ. CONC. EL., ELEV. SHT. R.R. T.O.C. T.O.S. T&B S.O.G. S.A.D. THRD. TYP. STD. SHTG. SIM. U.N.O. GALVANIZED SHEET METAL GALVANIZED HANGER(S) FOUNDATION EACH ELECTRICAL ELEVATION DEEP FLOOR EDGE NAILING EQUAL, EQUALLY FULL HEIGHT FLOOR JOIST GAGE TOP OF CONCRETE TOP & BOTTOM TOP OF STEEL UNLESS NOTED OTHERWISE WITH ROOF RAFTER SEE ARCHITECTURAL DRAWINGS SLAB-ON-GRADE STANDARD SHEET SIMILAR SHEATHING TYPICAL THREADED M.B. MIN. INT. LDGR. H.S.B. MAX. PLO.C. BOUNDARY CONNECTION CAMBER UP CEILING JOIST, CONSTRUCTION JOINT BEAM BEARING COLUMN CEILING CONTINUOUS DOUBLE CONCRETE LL ANCHOR BOLT ARCHITECT BLOCKING MACHINE BOLTS MINIMUM LEDGER MAXIMUM LIVE LOAD ON CENTER PLATE HIGH STRENGTH BOLTS INTERIOR JST. JOIST REINF. REINFORCEMENT, REINFORCING O.H. OPPOSITE HAND MECH. MECHANICAL NTS NOT TO SCALE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL @Ø, DIA. NUMBER AND ATDIAMETER CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT EXT. EXTERIOR FTG. FOOTING EMBED. EMBEDMENT GMU GLASS MASONRY UNIT VERT. VERTICAL N/A NOT APPLICABLE H.M. HOLLOW METAL HORIZ. HORIZONTAL THK. THICK F.P. FULL PENETRATION P.P. PARTIAL PENETRATION (N) NEW S.S. STAINLESS STEEL (E) EXISTING INV. INVERT BOT. AB BOTTOM AGGREGATE BASE STA. STATION DIAG. DIAGONAL FG FINISHED GRADE O.D. OUTSIDE DIAMETER LONGIT. LONGITUDINAL I.D. INSIDE DIAMETER BW BOTTOM OF WALL HDR. HEADER LOL LAYOUT LINE W/ TW TOP OF WALL FL FLOWLINE S.M.S. SHEET METAL SCREW PTDF PRESSURE TREATED DOUGLAS FIR 'U210' SIMPSON 'U210' HGR., ETC. T.N. TOE NAIL K-POST KING POST PT POST-TENSIONED P.T. PRESSURE TREATED DWG(S). DRAWING(S) GLB GLUE LAMINATED BEAM F.O.S. FACE OF STUD TPL. TRIPLE P.E.N. PLYWOOD EDGE NAILING SQ. SQUARE TRANS. TRANSVERSE EXPOSURE CATEGORY C BASIC WIND SPEED 105 MPH SITE CLASS CD COMPONENT IMPORTANCE FACTOR, Ip 1.50 MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss 2.480g S1 0.970g SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY, SDC F SDS 1.770g SD1 1.290g #HDG HOT-DIP GALVANIZED MANF'R. MANUFACTURER SCHED. SCHEDULE REQ'D. REQUIRED OPNG. OPENING BLDG. BUILDING F.F. FINISHED FLOOR HSS HOLLOW STRUCTURAL SECTION RISK CATEGORY: IV W/O WITHOUT STIFF. STIFFENER FRMG. FRAMING STL. STEEL PEMB PRE-ENGINEERED METAL BUILDING SEISMIC IMPORTANCE FACTOR, Ie 1.50 ALLOWABLE BEARING PRESSURE FOR DEAD + LIVE LOADS = 2,500 PSF. IN THE STATE OF CALIFORNIA. SHOP DRAWINGS AND CALCULATIONS SHALL BE REVIEWED AND DRAWINGS FOR SHORING SIGNED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED CONTRACTOR. WHERE REQUIRED, THE CONTRACTOR SHALL PROVIDE CALCULATIONS AND SHOP STATE AND LOCAL JURISDICTIONAL REQUIREMENTS AND SHALL BE THE SOLE RESPONSIBILITY OF THE ALL EXCAVATION AND SHORING SHALL BE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH ALL OSHA, APPROVED BY THE ENGINEER PRIOR TO START OF ANY WORK. 3. 3. BAR REINFORCING STEEL SHOP DRAWINGS. COLD-FORMED STEEL FRAMING MEMBERS, BLOCKING AND BRACING SHALL BE SUPPLIED BY A MANUFACTURER WHO IS A MEMBER OF THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA).

STEEL SHALL BE ASTM A653, GRADE 33 FOR 18 GA. AND THINNER MATERIAL AND GRADE 50 FOR 16 GA.

AND THICKER MATERIAL. THE STEEL SHALL HAVE A MINIMUM ZINC COATING (HOT-DIP GALVANIZED) OF G60. 2. SCREWS SHALL BE TEK SCREWS AS MANUFACTURED BY ITW BUILDEX, ITASCA, ILLINOIS OR APPROVED EQUAL. USE LENGTH AND TYPE AS RECOMMENDED BY MANUFACTURER FOR INTENDED USE. 5. 3. 2. 1. FOUNDATION PLATES: PRESSURE TREATED DOUGLAS FIR. 2x6 OR LARGER STUDS AND BLOCKING, NO. 1 (1500F-c), PARA. 123-B. 2x4, 3x4 STUDS AND BLOCKING, STANDARD GRADE (1400F-c), PARA. 122-C, OTHERWISE ON THE DRAWINGS. 2x, 3x, 4x JOISTS AND BEAMS, NO. 1 (1000F-b), PARA. 123-B, UNLESS NOTED INSPECTION BUREAU STANDARD GRADING AND DRESSING RULE NO. 17 AS AMENDED TO DATE. WOOD FRAMING SHALL BE DOUGLAS FIR COAST REGION, CONFORMING TO WEST COAST LUMBER UNLESS NOTED OTHERWISE. USE NO. 1 (1500F-c), PARA. 124-B WHERE NOTED ON THE DRAWINGS. 4. 2x PLATES, NO. 2 (1350F-c), UNLESS NOTED OTHERWISE ON THE DRAWINGS. PLYWOOD CLEATS OR PLYWOOD CLIPS. ALL UNBLOCKED ROOF PLYWOOD EDGES SHALL BE TONGUE-AND-GROOVE OR SUPPORTED WITH EXPOSURE 1 TYPE PLYWOOD AS REFERENCED ABOVE ALL PLYWOOD PERMANENTLY EXPOSED TO WEATHER SHALL BE EXTERIOR TYPE PLYWOOD VS. INDEX 32/16, SPECIES GROUP 2 OR BETTER. - SHALL BE 5 PLY EXPOSURE 1 TYPE, CDX, GROUP IDENTIFICATION ROOF PLYWOOD ASSOCIATION. EACH SHEET SHALL BE STAMPED WITH THE PS AND/OR APA GRADEMARK. ALL PLYWOOD SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-09, AMERICAN PLYWOOD SIMPSON STRONG-TIE COMPANY INC., PLEASANTON, CALIFORNIA OR APPROVED EQUAL. INSTALL ALL WOOD CONSTRUCTION CONNECTORS & FASTENERS SHALL BE THOSE MANUFACTURED BY COMMONS. IN NO CASE SHALL GREEN VINYL SINKERS BE USED FOR WOOD CONSTRUCTION MAY BE SUBSTITUTED FOR 16d COMMONS AT ~r OF THE SPACING REQUIREMENT FOR THE 16d CONSTRUCTION CONNECTORS AND PERMANENT EXTERIOR CONDITIONS. 16d GREEN VINYL SINKERS VINYL SINKERS MAY BE SUBSTITUTED FOR 10d COMMONS IN ALL APPLICATIONS EXCEPT WOOD ALL NAILS SHALL BE BRIGHT COMMON WIRE NAILS, GALVANIZED FOR EXTERIOR WORK. 16d GREEN CONNECTORS - USE THE MANUFACTURER'S RECOMMENDED NAILS. PER MANUFACTURER'S RECOMMENDATIONS, U.N.O. ON DRAWINGS. 2. 1. WOOD 4. 3. 4. ANCHORAGE OF PUMPS, ELECTRICAL EQUIPMENT, ETC. MASONRY UNIT DESIGN STRENGTH f'm = 2,000 PSI. ALL CONCRETE UNIT MASONRY SHALL BE LIGHTWEIGHT AND SHALL BE GROUTED SOLID. CONCRETE UNIT MASONRY 2. 1. CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE REQUIRED STRENGTH. BY THE CONTRACTOR AND REVIEWED BY THE CITY'S TESTING LABORATORY. IT IS THE 3. THE PROPOSED MATERIALS AND GROUT AND MORTAR MIX DESIGNS SHALL BE FULLY DOCUMENTED 4. VERIFICATION OF f'm SHALL BE BY MEANS OF THE UNIT STRENGTH METHOD AS OUTLINED IN CBC SECTION 2105.2.2.1. 3. POWDER ACTUATED FASTENERS (P.A.F.) SHALL BE 'X-U' FASTENERS AS MANUFACTURED BY HILTI, INC., PLANO, TEXAS OR APPROVED EQUAL. FASTENER TYPE, SHANK DIAMETER AND LENGTH SHALL BE AS SHOWN ON THE DRAWINGS OR AS RECOMMENDED BY MANUFACTURER FOR INTENDED USE. FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC-ES REPORT NO. ESR-2269. FOR REINFORCED CONCRETE AND 0.60 FOR UNREINFORCED CONCRETE FILL. ALL CONCRETE SHALL BE UNREINFORCED CONCRETE FILL 2,500 PSI CONTROLLED LOW-STRENGTH MATERIAL (CLSM) 50-100 PSI 5. EPOXY ANCHORS & DOWELS IN MASONRY SHALL BE INSTALLED USING "SET-3G" EPOXY AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC., "HIT-HY 200 V3" EPOXY AS MANUFACTURED BY HILTI, INC., OR APPROVED EQUAL. PREPARATION OF HOLES AND INSTALLATION OF ANCHORS & DOWELS SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS AND CURRENT ICC-ES REPORT. (E) 3'-4"± WIDE DOOR OPENING (E) 7'-4"± HIGH DOOR OPENING NOTES: ALL (N) MASONRY BLOCK TYPES, PATTERNS, COLORS, SURFACE FINISHES, ETC. SHALL MATCH THE (E) WALL. REMOVE FACE SHELLS ON ONE SIDE OF UPPER COURSE OF (N) BLOCKS AS NECESSARY TO PLACE GROUT. GROUT POUR SHALL CONSIST OF LIFTS NOT EXCEEDING 5'-4" IN HEIGHT. 2'-2" MIN. LAP SPLICE, TYP. DRILL 5/8"Øx4" DEEP HOLE, BLOW CLEAN & EPOXY DOWEL IN PLACE, TYP. REMOVE (E) HALF BLOCKS AT EA. SIDE OF (E) OPENING & INFILL W/ (N) FULL BLOCKS, TYP. (N) #4 DOWEL @ 16" O.C. AT CL OF WALL, TYP. (N) 8" LIGHTWEIGHT MASONRY BLOCK INFILL, GROUT SOLID, TYP. (E) 8" MASONRY
BLOCK WALL, TYP.
(E) CONC. FLOOR & FOUNDATION 1/2"=1'-0" 3 MASONRY WALL OPENING INFILL S1 ABV. ABOVE BTWN. BETWEEN 04/08/26 111
DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 04/10/26 AS SHOWN TEE LTT JAF DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 408.957.9220 www.pase.com STATEMENT OF SPECIAL INSPECTIONS S253 CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF - THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE THEIR COMPETENCE, SPECIAL INSPECTOR - CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, - SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS. THE SPECIAL INSPECTOR SHALL APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. - THE SPECIAL INSPECTOR SHALL INSPECT THE WORK ASSIGNED FOR CONFORMANCE WITH THE DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR WORKMANSHIP PROVISIONS OF THE CODE. APPROVED CONSTRUCTION DOCUMENTS AND THE 2025 CALIFORNIA BUILDING CODE (CBC). THIS COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH THE - INSPECTION OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF SPECIAL INSPECTION IS IN ADDITION TO THOSE REQUIRED BY SECTION 110, CHAPTER 1 OF THE 2025 CBC. - ITEMS REQUIRING SPECIAL INSPECTION SHALL BE AS FOLLOWS: REQUIRED SPECIAL INSPECTIONS ATTENTION OF THE BUILDING OFFICIAL AND ENGINEER OR ARCHITECT OF RECORD. AND OTHER DESIGNATED PERSONS. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. 2. Verify excavations are extended to proper depth and have reached proper material. - X - X 3. Perform classification and testing of compacted fill materials. - X 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of - X 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly. - X compacted fill. CONTINUOUS SPECIAL INSPECTION 1 PERIODIC SPECIAL INSPECTION TYPE 1 NOTE: 1. Refer to CBC Section 202 for definition of continuous and periodic inspections. EXPANSION ANCHORS 1. During anchor installation, verify the following: a. Anchor type - X b. Anchor dimensions - X c. Hole cleanliness/cleaning procedures - X d. Concrete type/compressive strength/thickness - X e. Drill bit diameter - X f. Anchor embedment depth - X g. Edge/End distance(s)/Anchor spacing(s) - X h. Tightening Torque - X Simpson Strong-Bolt 2 ICC ESR-3037 or Hilti Kwik Bolt TZ2 ICC ESR-4266 EPOXY ANCHORS 1. During the initial installation of a series of anchors of the same type and size, installed by the same construction personnel, verify the following :2 a. Adhesive name, expiration date, proper nozzle X - b. Anchor material, grade, diameter, length and X - c. Hole cleanliness/cleaning procedures - X d. Concrete type/compressive strength/thickness X - e. Drill bit diameter - X f. Anchor embedment depth X - g. Edge/End distance(s)/Anchor spacing(s) - X Hilti HIT-RE 500 V3 ICC ESR-3814 Any change in anchor product or personnel performing the installation requires an initial reinspection. For ongoing installations over an extended period, the special inspector must make regular inspections to confirm proper handling and installation of the product. Refer to CBC Section 202 for definition of continuous and periodic inspections. i - X 2. 1. h. X - cleanliness Compliance with the appropriate Evaluation Report and manufacturer's published installation instructions, as well as the approved construction documents. Compliance with the appropriate Evaluation Report and manufacturer's published installation instructions, as well as the approved construction documents. Simpson SET-3G ICC ESR-4057 or TYPE CONTINUOUS SPECIAL INSPECTION 1 PERIODIC SPECIAL INSPECTION 1 PRODUCT NAME AND EVALUATION REPORT REFERENCE NOTES: SCREW ANCHORS 1. During anchor installation, verify the following: a. Anchor type - X b. Anchor dimensions - X c. Hole cleanliness/cleaning procedures - X d. Concrete type/compressive strength/thickness - X e. Drill bit diameter - X f. Anchor embedment depth - X g. Edge/End distance(s)/Anchor spacing(s) - X h. Compliance with the appropriate Evaluation - X Report and manufacturer's published installation instructions, as well as the approved construction documents. Simpson Titen HD ICC ESR-2713 Hilti KH-EZ ICC ESR-3027 or REQUIRED SPECIAL INSPECTIONS AND TESTS OF POST-INSTALLED CONCRETE ANCHORS REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 1. Inspect reinforcement, including prestressing tendons, and verify placement. 2. Reinforcing bar welding: AWS D1.4 - - X 1908.4 ACI 318: 20, 25.2, - X ACI 318: 26.6.4 25.3, 26.6.1-26.6.3 a. b. c. Verify weldability of reinforcing bars other Inspect single-pass fillet welds, maximum Inspect all other welds. than ASTM A706; 5/16"; and 3. Inspect anchors cast in concrete. - XX X 4. Inspect anchors post-installed in hardened concrete members. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads b. Mechanical anchors and adhesive anchors not defined in 4.a. X X ACI 318: 17.8.2 ACI 318: 17.8.2.4 ACI 318: 17.8.2 -- 1. Refer to CBC Section 202 for definition of continuous and periodic inspections. 2. Where applicable, see also CBC Section 1705.12, Special inspections for seismic resistance. 3. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work. 5. Verify use of required design mix. 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the 7. Inspect concrete and shotcrete placement for proper application techniques. 8. Verify maintenance of specified curing temperature and techniques. 9. Inspect prestressed concrete for: a. b. 10. Inspect erection of precast concrete members. 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being temperature of the concrete. Application of prestressing forces; and Grouting of bonded prestressing tendons. formed. ---- 1908.9 1908.10 1904.1, 1904.2, 1908.2, 1908.3 1908.6, 1908.7, 1908.8 X - - X - X X - - X X - X -- X- X ACI 318: 26.11.1.2(b) ACI 318: 26.11.2 ACI 318: 26.9 ACI 318: 26.10 ACI 318: 26.5.3-26.5.5 ACI 318: 26.5 ASTM C31 ASTM C172 ACI 318: 26.5, 26.12 26.4.3, 26.4.4 ACI 318: 19, 3 - -- - REFERENCED STANDARD 2 PERIODIC SPECIAL INSPECTION 1 CONTINUOUS SPECIAL INSPECTION 1 TYPE CBC SECTION NOTES: REQUIRED SPECIAL INSPECTIONS AND TESTS OF POST-INSTALLED MASONRY ANCHORS EXPANSION ANCHORS 1. During anchor installation, verify the following: a. Anchor type - X b. Anchor dimensions X - d. Grout and mortar compressive strengths e. - X f. Drill bit diameter g. Anchor embedment depth X - h. Edge/End distance(s)/Anchor spacing(s) - X Simpson Strong-Bolt 2 IAPMO UES ER-240 or Hilti Kwik Bolt TZ2 ICC ESR-4561 EPOXY ANCHORS 1. During anchor installation, verify the following: a. Adhesive name, expiration date, proper nozzle b. Anchor material, grade, diameter, length and c. Hole cleanliness/cleaning procedures - X d. Grout and mortar compressive strengths - X - X g. Anchor embedment depth - X h. Edge/End distance(s)/Anchor spacing(s) - X or Hilti HIT-HY 200 V3 ICC ESR-4878 j. - X i - X e. Masonry unit type/compliance with ASTM C90 prism compressive strength (where required) f. Drill bit diameter c. Hole cleanliness/cleaning procedures - XX - Masonry unit type/compliance with ASTM C90 prism compressive strength (where required) i. Tightening Torque X -- X- X cleanliness - X - X 1. Refer to CBC Section 202 for definition of continuous and periodic inspections. TYPE CONTINUOUS PERIODIC EVALUATION REPORT 1 1 PRODUCT NAME AND REFERENCE SPECIAL SPECIAL INSPECTION INSPECTION Compliance with the appropriate Evaluation Report and manufacturer's published installation instructions, as well as the approved construction documents. Compliance with the appropriate Evaluation Report and manufacturer's published installation instructions, as well as the approved construction documents. Simpson SET-3G ICC ESR-4844 MINIMUM VERIFICATION REQUIRED VERIFICATION OF STRUCTURAL MASONRY REQUIRED FOR REFERENCE Prior to construction, verification of compliance of submittals. LEVEL 1 TMS 602 2 LEVEL 2 LEVEL 3 QUALITY ASSURANCE FOR CRITERIA 1 R R R Art. 1.5 Prior to construction, verification of f' and f' , except where specifically exempted by the Code. m ACC NR R R Art. 1.4B NR R R Art. 1.5 & 1.6.3 NR NR R Art. 1.4B NR NR R Art. 1.4B During construction, verification of Slump flow and Visual Stability Index (VSI) when self-consolidating grout is delivered to the During construction, verification of f' and f' for every 5,000 sq. ft. (465 sq. m). 1. R=Required, NR=Not Required. During construction, verification of proportions of materials as delivered to the project site for premixed or preblended mortar, prestressing grout, and grout other than self-consolidating grout. project site. 2. The specific standards referenced are those listed in CBC Chapter 35. INSPECTION TASK REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL MASONRY FREQUENCY REFERENCE FOR CRITERIA 1. Frequency refers to the frequency of inspection, which may be continuous during the listed task or periodically 2. The specific standards referenced are those listed in CBC Chapter 35. 1. As masonry construction begins, verify that the following are in compliance: a. Proportions of site-prepared mortar c. Grade, type and size of reinforcement, connectors, anchor bolts, and prestressing d. Prestressing technique b. Grade and size of prestressing tendons and anchorages Art. 2.1, 2.6A, - NR P NR P - Art. 3.6B NR P - Art. 3.4 & 3.6A NR P - Art. 2.4B & 2.4H TMS 402 TMS 602 e. Properties of thin-bed mortar for AAC Art. 2.1C.1 NR C - masonry 2. Prior to grouting, verify that the following are in compliance: a. Grout space Art. 3.2D & 3.2F NR C - c. Placement of reinforcement, connectors, and anchor bolts NR Art. 3.2E & 3.4 Sec. 6.1, 6.3.1, C d. Proportions of site-prepared grout and prestressing grout for bonded tendons NR - Art. 2.6B P b. Placement of prestressing tendons and anchorages NR P Art. 2.4 & 3.6 & 2.4G.1.b 3. Verify compliance of the following during c. Size and location of structural members d. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other e. Welding of reinforcement construction f. Preparation, construction, and protection of masonry during cold weather (temperature below 40°F (4.4°C)) or hot weather (temperature above 90°F (32.2°C)) g. Application and measurement of prestressing force h. Placement of grout and prestressing grout for bonded tendons is in compliance i. Placement of AAC masonry units and construction of thin-bed mortar joints 4. Observe preparation of grout specimens, mortar specimens, and/or prisms Art. 3.3F - NR P Art. 1.8C C & 1.8D NR Sec. 1.2.1(e), 6.2.1, & 6.3.1 NR C NR P NR C NR C NR C NR C ----- Sec. 6.1.6.1.2 Art. 3.6B Art. 3.5 & 3.6C Art. 3.3B.9 & Art. 1.4B.2.a.3, -- 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3, & 1.4B.4 LEVEL 1 3.3F.1.b 6.3.6, & 6.3.72 2 tendons and anchorages f. Sample panel construction NR C - Art. 1.6D construction: a. Materials and procedures with the approved submittals b. Placement of masonry units and mortar joint construction 1 LEVEL 2 LEVEL 3 PPPPC/P PPPPPPCPCCPC/P P 3. Required for the first 5,000 square feet (465 square meters) of AAC Masonry. 4. Required after the first 5,000 square feet (465 square meters) of AAC Masonry. during the listed task, as defined in the table. NR=Not Required, P=Periodic, C=Continuous. Refer to CBC Section 202 for definition of continuous and periodic inspections. NRNR 3 4 P P P P 3 4 Sec. 10.8 & 10.9 -- Art. 1.5 Art. 3.3B & 2.6C m ACC 04/08/26 112
DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 04/10/26 AS SHOWN TEE LTT JAF DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 408.957.9220 www.pase.com FOUNDATION PLAN & DETAILS S354 FOUNDATION PLAN 3/8"=1'-0" 21'-4"± 10'-3"± 12'-0"± 20'-0"±
19'-0"±
32'-0"±
13'-0"± 15'-7"± 16'-0"± 31'-7"± (E) 8" MASONRY WALL, TYP. SHEET NOTES: DOOR FRAME RESTROOM CONCRETE STEEL TROWEL NONE 5/8" GYPSUM BOARD & CMU PAINT 10'-8" 5/8" GYPSUM BOARD PAINT HEIGHT MATERIAL FINISH COLOR CEILING FINISH COLOR WALLS COATING MATERIAL FLOOR ROOM MATERIAL FINISH SPACE DOOR SCHEDULE ARCHITECTURAL FINISH SCHEDULE ROOM MTL. SIZE DOOR HARDWARE TYPE (1) MTL. SIZE REMARKS DOOR NOTES: 1. DOOR HARDWARE TYPE PER PROJECT SPECIFICATIONS. SEE SPECS. SEE SPECS. RESTROOM H.M. 3'-0"x7'-0" A H.M. 2"x5 7/8" NONE 54 MIL. TOP TRACK W/ SLIP CONNECTION, TYP. - SEE DOOR ROUGH OPENING WALL OPENING WIDTH 'W' AT DOOR 6" MAX. #10 S.M.S. EA. FLANGE, TYP. DBL. JAMB STUD TYPICAL WALL BOTTOM TRACK ANCHORAGE NON-BRG. METAL STUD WALL P.A.F.ON EA. SIDE OF EVERY STUD @ 4" O.C. W/ 3/4" EMBED. #10 S.M.S. EA. FLANGE 4" TYP. AT HEADERS (2) '362S137-33' HDR. MEMBERS INFILL STUD CRIPPLE STUD (2) '362T150-33' HDR. TRACKS TYPICAL BOXED HEADER L2x2x54 MIL. ANGLE W/ (3) #10 EA. LEG DBL. JAMB STUD - SEE #10 S.M.S. @ 12" O.C., TYP. #10 S.M.S. EA. FLANGE HEADER WEB EXTENSION W/ (3) #10 S.M.S. EA. SIDE TO JAMB HEADER TRACK FLANGE EXTENSION W/ #10 S.M.S. TO JAMB EA. SIDE (3) #10 S.M.S. DOUBLE STUD OR TYP. NON-BEARING WALL ELEVATION BOT. TRACK BOT. TRACK 3"x54 MIL CONT. STRAP W/ #10 S.M.S. @ 12" O.C., TYP. EA. FACE (WELDING NOT REQUIRED) 54 MIL. MIN. DEEP LEG SLIP TRACK (ALT. SLOTTED SLIP TRACK W/ #10 WAFER HEAD SCREWS EA. FLANGE, DO NOT FULLY TIGHTEN SCREWS) NON-BEARING WALL - SEE 3/4" GAP,
TYP.
(2) 1/4"x1 1/2" SDS SCREWS@ 2 1/2" O.C. AT EA. BLOCK NOTE: DO NOT ATTACH WALL SHEATHING TO SLIP TRACK. SLIP TRACK ATTACHMENT AT CEILING (E) 2x8 ROOF JOIST @ 16" O.C. 1"=1'-0" 2 DETAIL S3 1"=1'-0" 5 DETAIL S3 5S3 1"=1'-0" 4 DETAIL S3 '362T125-33' BOT. TRACK, TYP. - SEE 2S3 '362S137-33' WALL STUD @ 16" O.C., TYP. 3S3 DBL. '362S137-33' JAMB STUD EA. SIDE OF DOOR OPENING - SEE 5S3 4S3 2S3 TYP. AT BOT. CONNECTIONS N.T.S. 1 DETAIL S3 1"=1'-0" 3 DETAIL S3 1S3 (E) GENERATOR ON CONC. PAD (E) LOUVER 3/4" DEEP WEAKENED PLANE JOINTS IN (N) CONC. SLAB AT 6'-0" MAX. O.C. IN EA. DIRECTION (N) RESTROOM DOOR - SEE DOOR SCHED. THIS SHEET (N) RESTROOM WALL FRAMED W/ COLD-FORMED STEEL W/ 5/8" TYPE X MOISTURE AND MOLD RESISTANT GYPSUM BOARD EA. SIDE, TYP., SEE DETAILS & FINISH SCHED. THIS SHEET (E) 3" UNREINFORCED CONC. FLOOR SLAB TO BE REMOVED TO ALLOW FOR INSTALLATION OF (N) ELEC. CONDUITS & RESTROOM DRAIN LINE. AFTER INSTALLATION IS COMPLETE, FILL (N) UTILITY TRENCHES W/ CONTROLLED LOW-STRENGTH MATERIAL & CONSTRUCT (N) 3" UNREINFORCED CONC. FLOOR SLAB 1/8 1-12 1/8 1-12 TYP. REMOVE (E) DOOR & FRAME AND INFILL OPNG. W/ (N) MASONRY - SEE (E) ROLL-UP DOOR (E) H.M. DOOR, TYP. 1. SEE GENERAL STRUCTURAL NOTES & SPECIFICATIONS ON SHEET S1. 2. DRAWINGS HAVE BEEN PREPARED IN LARGE PART USING AS-BUILT DRAWINGS WHICH HAVE NOT BEEN INDEPENDENTLY CHECKED IN THE FIELD. CONTRACTOR SHALL CONFIRM ALL (E) DIMENSIONS & CONDITIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. SEE GENERAL NOTE 4 ON SHEET S1. 3. DRILLED HOLES IN (E) CONCRETE AND MASONRY SHALL NOT CUT (E) REINF. BARS.

HOLES STRIKING (E) BARS SHALL BE ABANDONED, PATCHED W/ NON-SHRINK, NON-METALLIC GROUT, AND RELOCATED.

4. (N) CONCRETE AND MASONRY SHALL BE ALLOWED TO CURE FOR AT LEAST 21 DAYS PRIOR TO DRILLING AND INSTALLING ANY TYPE OF POST-INSTALLED ANCHORS OR DOWELS AND INSTALLATION OF SHOT PINS. S13 ADDED (2) P.A.F. W/ 3/4" EMBED. (N) 2x8 BLKG. @ 24" O.C. W/ 'A34' CLIP EA. END TO (E) JOIST 04/08/26
113
DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 04/10/26 AS SHOWN TEE LTT JAF DEPT. OF PUBLIC WORKS CCN 2026-645 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT SHEET: OF 55 408.957.9220 www.pase.com ROOF FRAMING PLAN & DETAILS S455 ROOF FRAMING PLAN 3/8"=1'-0" 21'-4"± 10'-3"± 12'-0"± 20'-0"±
19'-0"±
32'-0"±
13'-0"± 1. SEE GENERAL STRUCTURAL NOTES & SPECIFICATIONS ON SHEET S1. 2. DRAWINGS HAVE BEEN PREPARED IN LARGE PART USING AS-BUILT DRAWINGS WHICH HAVE NOT BEEN INDEPENDENTLY CHECKED IN THE FIELD. CONTRACTOR SHALL CONFIRM ALL (E) DIMENSIONS & CONDITIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. SEE GENERAL NOTE 4 ON SHEET S1. 3. DRILLED HOLES IN (E) CONCRETE AND MASONRY SHALL NOT CUT (E) REINF. BARS.

HOLES STRIKING (E) BARS SHALL BE ABANDONED, PATCHED W/ NON-SHRINK, NON-METALLIC GROUT, AND RELOCATED.

4. (N) CONCRETE AND MASONRY SHALL BE ALLOWED TO CURE FOR AT LEAST 21 DAYS PRIOR TO DRILLING AND INSTALLING ANY TYPE OF POST-INSTALLED ANCHORS OR DOWELS AND INSTALLATION OF SHOT PINS. SHEET NOTES: 15'-7"± 16'-0"± 31'-7"± (E) 8" MASONRY WALL, TYP. 4S4 3S4 4S4 4S4 4S4 3S4 1S42S4 (E) 2x8 @ 16" O.C., TYP. (N) 2x8 BLKG. @ 24" O.C. ABV. (N) WALL (N) RESTROOM WALL BELOW - SEE SHEET S3 (E) 2x8 @ 16" O.C., TYP. 4S4 3S4 2S43S44S41S4 (E) 3x8 DRAG STRUT BM. 2S4 (E) DBL. 2x8, TYP. 2S4 1S4 2S4 2S4 (E) 2x8 @ 16" O.C., TYP.
(E) 4x8 DRAG STRUT BM. 3S44S4 (E) 2x8 BLKG. WHERE SHOWN, TYP. (E) 18"Ø OPNG.
(E) 12"x12" OPNG., 5 TOTAL 1S42S41S42S4 4S4 3S4 (E) 5/8" GYPSUM BOARD BELOW TO BE REMOVED & REPLACED, TYP.

3 3/4"
MIN.
2"
MIN.
(E) 2x8 ROOF
JOIST @ 16" O.C.
(E) 1/2" PLYWOOD ROOF SHTG. (E) 2x8 PLATE (E) 8" CMU WALL 1"=1'-0" 3 DETAIL S4

3 3/4"
MIN.
2"
MIN. (E) 2x8 ROOF JOIST
(E) 1/2" PLYWOOD ROOF SHTG. (E) PURLIN ANCHOR ON FAR SIDE (N) 2x8x16" BLOCK W/ (5) 1/4"x3" 'SDS' SCREWS TO (E) 2x8 JOIST (E) 2x8 BLKG. BTWN. JOISTS (E) 2x8 PLATE (E) 5/8" GYPSUM BOARD TO BE

REMOVED, REPLACE W/
(N) 5/8" TYPE X MOISTURE & MOLD RESISTANT GYPSUM BOARD AFTER RETROFIT WORK IS COMPLETE (N) 'HDUE3' HOLDOWN W/ (7) 1/4"x3" 'SDS' SCREWS TO BLOCK & JOIST (E) 8" CMU WALL (N) 5/8" THRD. ROD EPOXY
ANCHOR, DRILL 3/4"Øx5" DP.

HOLE, BLOW CLEAN & EPOXYROD IN PLACE, TYP. NOTES: (E) MANSARD ROOF FRAMING,

OVER-BUILT ROOF, JOIST HANGER, WALL
REINF. & ANCHOR BOLTS, ETC. NOT SHOWNFOR CLARITY. (N) THRD. ROD EPOXY ANCHOR SHALL BE 2" MIN. FROM ANY (E) CMU HEAD JOINT. 1"=1'-0" 1 DETAIL S4 (E) 2x8 BLKG. BTWN. JOISTS W/ STRAP ANCHORS FULL-LENGTH OF BLKG., TYP. (N) 'HDUE3' HOLDOWN
W/ (7) 1/4"x3" 'SDS' SCREWSTO (N) & (E) BLKG., LOCATE TO AVOID SCREWS HITTING (E) STRAP ANCHORS (N) 3/4"Ø MAX. HOLE

THROUGH (E) JOIST
FOR (N) THRD. ROD NOT SHOWN SEE FOR NOTES 1S4 (E) PURLIN ANCHOR ON FAR SIDE (N) 2x8 BLKG. W/ (5) 1/4"x3" 'SDS' SCREWS TO (E) BLKG. 4'-0" 4'-0" 4'-0" 4'-0" TYP. (E) 4'x6' OPNG.
(N) 2x8 BLKG. WHERE
SHOWN, TYP. 5S4

3 3/4"
MIN.
2"
MIN. (E) 2x8 ROOF JOIST
(N) 2x8x2'-0" BLOCK
W/ (7) 1/4"x3" 'SDS' SCREWS
TO (E) 2x8 JOIST
(N) 'HDUE3' HOLDOWN EA. SIDE
OFFSET BY 9" MIN. W/ (7) 1/4"x3" 'SDS' SCREWS TO BLOCK & JOIST (N) 5/8" THRD. ROD EPOXY ANCHOR, DRILL 3/4"Øx5" DP. HOLE, BLOW CLEAN & EPOXY ROD IN PLACE, TYP. EA. SIDE 1"=1'-0" 2 DETAIL S4 NOT SHOWN SEE FOR NOTES 1S4 NOTE: (N) 2x8 BLOCK MAY BE OMITTED AT LOCATIONS W/ (E) DBL. 2x8 JOIST.

3 3/4"
MIN.
2"
MIN.
(E) 8" CMU WALL 1"=1'-0" 4 DETAIL S4 (N) 2x8 BLKG. ON FAR SIDE BTWN. JOISTS, SEE ROOF FRAMING PLAN FOR LOCATIONS & EXTENTS, TYP. (N) 'HDUE3' HOLDOWN EA. SIDE W/ (7) 1/4"x3" 'SDS' SCREWS TO (N) BLKG. NOT SHOWN SEE & FOR NOTES 1S4 3S4 ADDED (N) 2x8 BLKG. ON NEAR SIDE W/ (5) 1/4"x3" 'SDS' SCREWS TO (N) BLKG. ON FAR SIDE (E) 2x8 PLATE (N) 'A35' CLIP W/ (12) 'PH612I' SCREWS, TYP. EA. SIDE OF EA. BLOCK (N) 'CS14' CONT. STRAP FULL-LENGTH OF (N) FAR SIDE BLKG. W/ 8dx2 1/2" NAILS IN EVERY HOLE (E) 2x8 PLATE

3 3/4"
MIN.
2"
MIN.
(E) 8" CMU WALL 1"=1'-0" 5 DETAIL S4 NOT SHOWN SEE & FOR NOTES 1S4 4S4 AT HOLDOWNS, INSTALL (N) 2x8 BLKG. W/ (5) 1/4"x3" 'SDS' SCREWS ON EA. SIDE OF (N) 6x8 BLOCK, THIS BAY ONLY - SEE ROOF FRAMING PLAN (N) 'A35' CLIP W/ (12) 'PH612I' SCREWS, TYP. EA. SIDE OF EA. BLOCK (N) 'CS14' CONT. STRAP W/ 8dx2 1/2" NAILS IN EVERY HOLE, LAP 32" W/ (N) 'CMSTC16' STRAP. AT OVERLAP,
DAP 'CS14' STRAP 1/8" INTO (N) 4x8 BLKG. & TWO (E) JOISTS SO THAT 'CMSTC16' STRAP SITS FLAT ON 4x8 BLKG. (E) 2x8 PLATE (N) 5/8"Ø GALV. NUT W/ 1/2"x3 1/2"x0'-3 1/2" GALV. BRG. PL AT EA. ANCHOR ROD, 2 TOTAL (N) 'HDUE3' HOLDOWN EA. SIDE W/ (7) 1/4"x3" 'SDS' SCREWS TO (N) BLKG.
(N) 5/8"Ø ANCHOR ROD
@ 11 1/4" O.C., 2 TOTAL
EXTENT OF (N) 'CS14' CONT. STRAP,

CONTINUE TO (E) WEST WALL
(N) 'CMSTC16' x 6'-0" LONG CONT. STRAP
CENTERED ON (N) 4x8 BLKG. W/ 10dx3 1/4" NAILS IN EVERY HOLE. AT OVERLAP W/ (N) 'CS14' STRAP, PLACE NAILS IN OUTER HOLES ONLY. (N) 4x8 BLKG. FOR FIRST 6'-0" FROM INSIDE FACE OF (E) CMU WALL, TYP. U.N.O. (N) 2x8 BLKG. CENTERED ON (N) 4x8 BLKG. - SEE ROOF FRAMING PLAN & 4 S4 EXTENT OF (N) 4x8 BLKG. & 'CMSTC16' CONT. STRAP, U.N.O. EXTENT OF (N) 2x8 BLKG., CONTINUE TO (E) WEST WALL 04/08/26
114

CITY OF BELMONT

CONTRACT DOCUMENTS
San Juan Pump Station & Force Main
Rehabilitation Project
City Contract Number 2026-645

115

INVITATION FOR SEALED BIDS
The City of Belmont invites sealed bids for public project construction described as: San Juan Pump Station & Force Main Rehabilitation Project, CITY CONTRACT NUMBER 2026-645. The public project construction is more specifically defined in the Contract Documents, but generally includes the following items of work: Construction of new sanitary sewer pump station, force main, gravity line, and other items as identified in the Contract Documents (the “Work”).

1. SOURCE OF PROJECT FUNDS: This Project DOES NOT involve federal funds.

2. PRE-BID CONFERENCE: None.

3. BID SUBMITTAL, WITHDRAWAL, IRREVOCABILITY: Bids must be submitted on the bid forms supplied by the City. The Contractors are requested to drop off sealed proposals at the EOC room (Suite 210) at the Belmont City Hall located at 1 Twin Pines Lane, Belmont, CA 94002 (hereinafter the City) by May 27, 2026, at 2:00 PM local time. Any mailed delivery of sealed bid proposals must be confirmed with the City of Belmont, City Clerk’s Office at (650) 595-7414, [email protected] The Bids will be publicly open at 2:00 PM on May 27, 2026 (“Bid Deadline”), at the EOC Room (Suite 210). Bids received after the bid deadline will not be accepted. It is the bidder’s responsibility to ensure that its bid package is duly delivered. Bidders are solely responsible for the cost of preparing their bids. No bidder may withdraw its bid for a period 60 days after the date set for bid opening, except as provided in Public Contract Code Section 5101 et seq.

4. ENGINEER’S ESTIMATE: The Engineer’s estimated total construction cost for this Contract is $6,280,000. This estimate is intended to serve merely as a guideline of the magnitude of work.

Neither the bidders nor the contractor shall be entitled to claims because of any inaccuracy in the estimated cost range.

5. CONTRACT TIME; LIQUIDATED DAMAGES: The construction Work is to be completed within a total of 270 working days including work under bid alternate after the date specified in the City’s Notice to Proceed. The City will assess liquidated damages in the amount of $4,500 for each and every working day of delay in finishing the work in excess of the contract time.

6. REQUIRED CONTRACTOR’S LICENSE(S): Under Business & Professions Code Section 7028.15 and Public Contract Code Section 3300, all bidders must possess proper licenses for the performance of the work contemplated by the Project except as provided herein. Failure to possess the specified license(s) at the time of bidding will render the bid non-responsive. Contractors must possess a valid California class A contractor’s license for this contract. Firms bidding as a joint venture or bidding must secure a joint venture license before award of this contract. Firms bidding on projects involving federal funds must secure a license before award of this contract.

7. DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION REQUIRED: As provided in Labor Code Section 1771.1, the Bidder and all subcontractors listed on the bid proposal must be registered with the Department of Industrial Relations under Labor Code section 1725.5 at the time the bid is submitted, except as provided herein. Failure to be timely registered will render the bid non-responsive. If submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or for a Project involving federal funds, the Bidder’s registration may be secured up to the time of contract awarded. No contractor or subcontractor may be awarded a contract for the project unless registered with the Department of Industrial Relations under Labor Code 116
section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

8. CONTRACT DOCUMENTS: Bidders may obtain the bidding documents including

9. and Specifications in electronic format at Peninsula Builders Exchange, or local Plan Rooms. Hard copy bid documents are not available at this time.

10. BONDS AND INSURANCE: Bid security in the amount of ten percent (10%) of the Bid Amount must accompany the Bid in accordance with Public Contract Code Section 20170. After award of the contract, the successful bidder must provide security for faithful performance and labor and materials (payment bond) as well as proof of insurance, in accordance with the requirements set forth in the Contract Documents. Bonds must be executed by a surety possessing a valid certificate of authority issued by the California Department of Insurance.

11. SECURITIES SUBSTITUTION: At the request and expense of the Contractor to whom the Contract is awarded, securities in a form approved by the City will be permitted in substitution for money withheld by the City to ensure performance under the Contract, as provided in Public Contract Code Section 22300.

12. PREVAILING WAGE: This project is a public work under Labor Code Section 1770, et seq., and the successful bidder will be required to comply with certain labor standards and employment requirements including payment of the prevailing wage rates in effect on the date this Invitation for Sealed Bids was first published. Copies of the prevailing wage rates can be viewed at:
http://www.dir.ca.gov/DLSR/PWD/ and are on file with the Engineer at the address identified below, and shall be made available to any interested party upon request.

13. SHORING AND BRACING: If the construction involves trenches or open excavations, which are five feet or deeper, each bid submitted in response to this Invitation for Sealed Bids must contain, as a bid item adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and open excavation which shall conform to applicable safety orders, as required by Labor Code Section 6707.

14. SPECIFIC BRAND NAME MATERIALS: None

15. WAIVER OF IRREGULARITIES. The City reserves the right, in its sole discretion, to reject any or all Bids, to waive minor irregularities or defects in bidding and to reject nonconforming, nonresponsive or conditional bids.

INQUIRIES: If any bidder has questions regarding this Project, contact the Engineer: Bozhena Palatnik, One Twin Pines Lane, Suite 385, Belmont, CA 94002, Phone: (650) 595-7463, [email protected].

Any questions addressing the interpretation or clarification of the Contract Documents shall be in writing.
117
City of Belmont Contract Documents
Project: San Juan Pump Station & Force Main Rehabilitation Project City Contract Number 2026-645
Bidding Documents
Instructions To Bidders 1 of 9

INSTRUCTIONS TO BIDDERS

1. OBTAINING COPIES OF CONTRACT DOCUMENTS

1.1. Bidders may obtain complete sets of the Contract Documents, at the location designated in the Invitation For Sealed Bids, for the purchase sum stated therein.

1.2. Each bidder shall use a complete set of Contract Documents in preparing its bid.

1.3. The Contract Documents are more particularly defined in the Construction Agreement.

1.4. The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.

2. INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS

2.1. Bidder must, before submitting its Bid, carefully study and compare the components of the Contract Documents and must examine the Project Site, the conditions under which the Work is to be performed, and the local conditions.

2.2. In the event Bidder has any question as to the meaning of any part of the Contract Documents, or Bidder finds any error, omission, inconsistency, or ambiguity in the Contract Documents, Bidder must make a written Request for Clarification before submitting its Bid. Requests for clarification or interpretation of the Contract Documents must be addressed only to the Engineer. It is the Bidder’s responsibility to ensure that any such request is submitted to the City in a timely manner, in order to allow the City to issue a written Addenda.

2.3. If necessary, the City will make clarifications, interpretations, corrections, and changes to the Contract Documents by Addenda issued as provided in Section 4 of these Instructions to Bidders, below.

2.4. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner are not binding on the City, and Bidders may not rely upon them.

2.5. The plans and specifications, including drawing, plans, maps, diagrams and other graphic representations of the project, show conditions as they are believed by City to exist on the site, but the conditions shown do not constitute a representation by City that they actually exist. Utilities (underground or above-ground), buildings, structures and other improvements may be within or adjacent to the project site. These may or may not be included in the project’s plans and specifications.

2.6. Submission of a bid shall constitute a representation by bidder that they have visited and examined the project site, and examined the plans and specifications. Bidder is relying on their own examination and knowledge of the site and plans in making their bid and not on any representation by City. No 118
City of Belmont Contract Documents
San Juan Pump Station & Force Main Rehabilitation Project City Contract Number 2026-645
Bidding Documents
Instructions To Bidders 2 of 9
claim for additional compensation shall be allowed that is based upon a failure to examine or lack of knowledge of, the work site or contract documents.

3. PREFERENCE FOR MATERIALS

3.1. In accordance with Public Contract Code Section 3400, except as otherwise specified on the Invitation for Sealed Bids, the City will not limit the bidding, directly or indirectly, to any one specific concern. Whenever any particular material (including product, thing, equipment, or service) is indicated in the Contract Documents by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal.” A listing of materials is not intended to be comprehensive, or in order of preference.

3.2. Unless a successful bidder (the Contractor) submits a request for substitution of “equal” materials in accordance with the requirements of the Contract Documents, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount and within the Contract Time.

4. ADDENDA

4.1. Addenda will only be issued in writing. The City will make reasonable efforts to deliver (via facsimile or U.S. Mail) Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a delivery address for receipt of Addenda.

4.2. Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda. City makes no guarantee that all Bidders will receive all the Addenda. Copies of Addenda will be made available for inspection at the office where Contract Documents are on file for inspection, as indicated on the Invitation for Sealed Bids.

4.3. Addenda withdrawing the Invitation for Sealed Bids or postponing the Bid Deadline may be issued any time before the Bid Deadline. However, if any Addenda results in a material change (addition or deletion) to the Contract Documents, the Bid Deadline will be extended by the City by not less than 72 hours, as provided in Public Contract Code Section 4104.5.

4.4. Each Bidder must acknowledge receipt of all Addenda on the Bid Form. Failure to acknowledge receipt of Addenda may render the bid non-responsive.

5. FILLING IN BID FORMS BY BIDDERS

5.1. All bids must be prepared on the forms provided by the City and submitted in accordance with these Instructions to Bidders. The documents required to be submitted in the bid package are as follows:

Bid
Equal Employment Opportunity Certification (Federal funded projects only) 119
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Bidder’s Non-collusion Affidavit
Debarment and Suspension Certification
Bidder’s Security
Bidder’s Statement of Responsibility
Any other information required by the Invitation For Sealed Bids

5.2. All blanks on the Bid Forms shall be filled in by typeface or printed legibly in ink.

5.3. Interlineations, alterations, and erasures must all be individually initialed by the Bidder.

5.4. Bidder shall acknowledge receipt of all Addenda on the Bid.

5.5. Bidder shall not modify or qualify the Bid Forms in any manner.

5.6. The Bid Forms shall be signed by a person or persons legally authorized to bind Bidder to the Contract. The individuals signing each document must warrant that they are authorized to bind the legal entity of the Bidder.

6. DESIGNATION OF SUBCONTRACTORS

6.1. The Bidder must comply with the Subletting and Subcontracting Fair Practices Act as set forth in Public Contract Code Section 4100 et seq. (hereinafter referred to as the “Subcontracting Act”). Any reference in these Contract Documents to the requirements of the Subcontracting Act are for the Bidder’s reference, and do not limit the Bidder’s or Contractor’s obligations under law.

6.2. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.

6.3. The Bidder must list, in the Bid:

The name and location of the place of business of each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the Work for this Project, or a subcontractor licensed by the State of California who, under subcontract to the Bidder, specially fabricates and installs a portion of the Work or improvements according to detailed drawings contained in the plans and specifications, in an amount in excess of the minimum threshold of the Subcontracting Act. Generally, the minimum threshold is one-half of one percent (0.5%) of Bidder’s Bid Amount; however, if the contract is for the construction of streets (including highways or bridges), the minimum threshold is the greater of: (a) onehalf of one percent (0.5%) of Bidder’s Bid Amount, or (b) ten thousand dollars ($10,000).

The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.
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6.4. The Bidder must list only one subcontractor for each portion of the Work as is defined by the Bidder in the Bid.

6.5. The Bidder must not list any subcontractor who is ineligible under Labor Code Sections 1777.1 and 1777.2, and Public Contract Code Section 6109.

6.6. The Bidder is subject to the penalties set forth in the Subcontracting Act if the Bidder lists in its Bid another contractor who will in turn sublet portions constituting the majority of Work covered by the prime contract.

6.7. If the Bidder fails to specify a subcontractor, or if the Bidder specifies more than one subcontractor for the same portion of the Work, the Bidder agrees that it is fully qualified to perform that portion itself, and that the Bidder must perform that portion itself.

6.8. If, after award of the Contract, the successful Bidder (“Contractor”) subcontracts, except as provided in the Subcontracting Act, the Contractor is subject to the penalties set forth in the Subcontracting Act. If the Contractor violates any provisions of the Subcontracting Act, the Contractor violates the Contract and the City may either cancel this Contract or assess a penalty to the Contractor in accordance with the terms of the Subcontracting Act.

7. BID SECURITY

7.1. Each Bid shall be accompanied by Bid Security, in the amount of ten percent (10%) of the Bid Amount, as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bidding Documents. Bid Security shall be in one of the following forms: cash, a cashier’s check made payable to the City of Fremont, a certified check made payable to the City of Belmont, or a Bid Bond executed by an admitted surety insurer in the form contained in the Bidding Documents.

7.2. If a Bid Bond is submitted, and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney shall be affixed to the Bid Bond. The surety issuing the Bid Bond shall meet the requirements set by California law.

7.3. The City reserves the right to retain the Bid Security of all bidders until the occurrence of one of the following:

The successful Bidder has properly and timely executed and submitted all items required by Instructions To Bidders Section 13, including the Agreement.

The time period for the City’s review of Bids as specified in Instructions To Bidders Section 9 has expired.

The Bids have been rejected by the City.

8. SUBMISSION OF BIDS

8.1. All Bid Forms (using the forms supplied by the City, as defined in Instructions to Bidders Section 5), including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque 121
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envelope with the following address and identification on the face. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope. (Name of Bidder)
Sealed Bid Proposal for City Contract No. 2026-645
San Juan Pump Station & Force Main Rehabilitation Project City of Belmont

8.2.Bids may be mailed or delivered by messenger. It is the Bidder’s responsibility alone to ensure that the Bid is received at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids. Any Bid received after the exact time of the Bid Deadline will be returned unopened.

8.3.Oral, telephonic, facsimile, telegraphic, or electronically transmitted Bids are invalid and will not be accepted.

9. WITHDRAWAL OF BIDS

9.1. After a Bid is received by the City, the Bid may be withdrawn only by a written request signed by the Bidder. In order to cause a withdrawal of the Bid, the request must be received by the City at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids.

9.2. No oral request for withdrawal will be considered. No oral or written request for modification will be considered.

9.3. The withdrawal of a Bid shall not prejudice the right of the Bidder to submit a new Bid, provided the new Bid is submitted in accordance with these Bidding Requirements.

9.4. After the Bid Deadline, a bidder may not withdraw its bid for a period of at least sixty (60) calendar days following the Bid Deadline, subject to the exceptions stated in this section 9.

The sixty (60) day review period may be extended upon the written request by the Engineer, and written approval by the affected Bidders.

If a bidder is not the low monetary bidder, a bidder may make a written request (no earlier than five working days after the Bid Opening) for an early release of bid security. The Engineer is authorized to release a bidder’s bid security if the Engineer determines, in his/her sole discretion, that the bid is not likely to be recommended to the Awarding Body for award (based on the dollar amount of the bid in excess of the estimated project cost, or based on the number of responsive bidders with a lower monetary bid).

9.5. A Bidder shall be permitted to withdraw a Bid after the Bid Deadline only if the Bidder establishes, to the satisfaction of the Engineer, all of the elements identified in Public Contract Code Section 5103, including the following:

A clerical error was made by the Bidder in filling out the Bid; and the error was not due to error in judgment or to carelessness in inspecting the site of the Work, or in reading the plans or specifications.
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The clerical error caused the Bid to be materially different than the Bidder intended the Bid to be.

The Bidder gave the City written notice within five working days, excluding Saturdays, Sundays, and state holidays, after the opening of the Bids of the mistake, specifying in the notice in detail the nature of the mistake and how the mistake occurred.

10. BID OPENING AND REVIEW OF BIDS BY THE CITY

10.1. Bids submitted in accordance with the requirements of the Bidding Documents, and received on or before the Bid Deadline in accordance with the requirements of the Invitation for Sealed Bids, will be opened publicly, and the dollar amounts of each bid will be read aloud.

10.2. The City reserves the right to:
reject all Bids;
reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way incomplete or irregular; and, waive irregularities in a Bid, and to award the Contract to the Lowest Responsible Bidder (as determined by the City), only if the irregularities are non-material and inconsequential.

11. CITY’S DETERMINATION OF LOWEST RESPONSIBLE BIDDER

11.1. The term “Lowest Responsible Bidder” means the “Lowest Monetary Bidder” whose Bid is “responsive,” and who is “responsible” to perform the Work required by the Contract Documents, as those terms are defined by State law, including Public Contract Code Sections 20161, et seq, and 22030 et seq. This Section 11 summarizes the procedure by which the City will determine the “Lowest Responsible Bidder” in accordance with State law.

11.2. The City shall determine the “Lowest Monetary Bidder” on the basis of the Bid Amount, in accordance with the calculation criteria set forth on the Bid.

11.3. After the “Lowest Monetary Bidder” has been determined, the Lowest Monetary Bidder’s Bid will be evaluated by the Engineer in order to determine whether or not that Bid is “responsive.” The term “responsive” is defined by State law, but generally means that the Bid has been prepared and submitted in accordance with the requirements of the Bidding Requirements.

11.4. If the Lowest Monetary Bidder’s Bid is responsive, that Bidder’s qualifications will be evaluated by the Engineer to determine whether or not the Bidder is “responsible” to perform the Work required by the Contract Documents. The Engineer shall review “responsibility” of Bidders based upon the City’s analysis of the information submitted on the Bidder’s Statement of Responsibility (as a part of the Bid Forms) in accordance with the criteria set forth in Instructions To Bidders Section 12.

11.5. If the Engineer finds that the Lowest Monetary Bidder submitted a responsive Bid, and that the Bidder is responsible, then that Bidder will be deemed the apparent “Lowest Responsible Bidder”.

11.6. If the Engineer finds that the Lowest Monetary Bidder’s Bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and 123
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responsibility of the next Low Monetary Bidder. If the Engineer finds that the next Low Monetary Bidder is responsive and responsible, then that next Low Monetary Bidder shall be deemed the apparent “Lowest Responsible Bidder. This process may continue until the Engineer finds the Lowest Monetary Bidder which is also responsive and responsible. In the event that one or more Low Monetary Bidders are found by the Engineer to be non-responsive or non-responsible, those Bidders will be given notice and a reasonable opportunity to present additional relevant evidence to the Engineer, within five working days after the Bidder receives the notice.

11.7. No Bid shall be binding upon the City until after the Contract is signed by both the Contractor and the City. The City may investigate the responsibility and qualifications of all Bidders to whom the award is contemplated for a period not to exceed sixty (60) days after the Bid opening. The sixty (60) day review period may be extended upon the written request by the Engineer and written approval by the affected Bidders.

11.8. Bid Protest. The City will issue a Notice of Intent to Award before the actual award. Any Bid protest must be submitted in writing to the Engineer before 5:00 p.m. of the fifth (5th) calendar day following posting of a Notice of Intent to Award for Construction in the City Hall Lobby. City will use reasonable efforts to deliver by email a copy of the Notice of Intent to Award to all Bidders who submitted Bids and provided an email address no later than one working day after its issuance, although any delay or failure to do so will not extend the Bid protest deadline described above. The following conditions will apply to all protests.

The initial protest document must be in writing, contain a complete statement of the legal ground for the protest; all the relevant facts to the protest; and the form of relief requested and the legal basis for such relief.

The protest must refer to the specific portion of the document that forms the basis for the protest.

The protest must include the name, address and telephone number of the protesting party or the person representing the protesting party. If an email address is available, it should also be included.

The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest.

The procedure and time limits set forth in this paragraph are mandatory and are Bidders sole and exclusive remedy in the event of Bid protest. Bidders failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest. The City will respond to any properly submitted protest within fifteen (15) calendar days and shall provide a hearing to the protesting bidder but only if the hearing is requested by the protesting bidder in the protest. The City’s decision on the protest shall be final.

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12. CITY’S DETERMINATION OF RESPONSIBILITY

12.1. The term “responsible” is defined by California law, but generally means that the Bidder is able to demonstrate that it possesses: (1) the capacity to perform the Work required by the Contract Documents with respect to financial strength, resources available, and experience; and (2) the integrity and trustworthiness to complete performance of the Work in accordance with the Contract Documents.

The City may consider the following factors, in relation to the Work to be performed for this Project, in determining whether nor not a Bidder is “responsible”:

Demonstrated financial strength including, but not limited to, resources available, bonding capacity, and available insurance.

Demonstrated safety record including, but not limited to, Experience Modification Rate.

Successful completion of projects of similar scope and size. In reviewing this factor, the City may consider elements including, but not limited to, contract amount of completed projects, experience on public works projects, experience implementing prevailing wage certified payroll requirements, timeliness of performance, and, if necessary, evaluation of Bidder’s work by previous cities, clients, design professionals, or subcontractors.

Sufficiency of contract administration and construction management systems including, but not limited to, proposed scheduling tools, proposed subcontract forms, proposed progress payment applications, and proposed certification of payroll documents.

History of claims, litigation, and termination or disqualification from projects.

12.2. The City will make its determination of responsibility based upon information submitted by Bidders contained in the “Bidders Statement of Responsibility,” included in the Bid Forms, and, if necessary, interviews with previous cities, clients, design professionals, or subcontractors with whom the Bidder has worked. If a non-responsive or non-responsible Bidder submits additional evidence pursuant to Instructions To Bidders Section 11, then that additional evidence shall be considered by the Engineer in making a determination of the Lowest Responsible Bidder.

13. AWARD OF CONTRACT
After the determination as to which Bidder is the Lowest Responsible Bidder, the City will issue a Notice of Award to the Lowest Responsible Bidder. No contractor or subcontractor may be awarded a contract for the project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations under Labor Code section 1725.5. Within seven (7) calendar days after receipt of the Notice of Award, Bidder shall submit to the City all of the following properly signed items:

Two originals of the Agreement signed by Bidder.

Documentation of authority of individual or individuals to sign the Agreement on behalf of Bidder.

The Improvement Security required by Agreement Section 13.

Proof of Insurance required by Agreement Section 14.
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Documentation of payment of City of Belmont business tax as provided in Agreement Section

12. Copy of Contractor’s State Contractor’s License.

Identification of Contractor’s Authorized Representative required by Agreement Section 6.

For joint ventures, proof of Department of Industrial Relations Registration for the Contractor and each subcontractor.

14. FORFEITURE OF BID SECURITY
In the event that Bidder does not properly and timely execute and submit the items set forth in subsection 13.1, above, the Bid Security shall be forfeited to the City and the City may award the Contract to next Lowest Responsible Bidder. The forfeited Bid Security may be utilized by the City in accordance with Public Contract Code Sections 20170 through 20174. 126
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BID

BID TO: Belmont City Clerk
One Twin Pines Lane
Belmont, California 94002

BID FROM: _______________________________________________________________________ Insert Full Legal Name of Bidder (Firm Submitting Bid)
NOTE: All portions of these Bid Forms (including the Bid, Bidder’s Non-Collusion Affidavit, Bidder’s Statement of Responsibility, and Bid Bond or alternative bidder’s security) must be properly completed, signed, and submitted with the Bid. Failure to do so may result in the Bid being deemed non-responsive by the City.

SCOPE OF BID. Bidder hereby offers to furnish for the above referenced Project all labor (including supervision), materials and equipment (whether or not permanent or temporary, and whether or not actually incorporated into the Work), utilities (including water, sanitary facilities, electricity, fuel, light, heat, and telephone), tools, transportation, and services necessary to complete the Work on this Project in accordance with the Contract Documents and to complete all requirements of the Contract Documents for the amounts quoted in this Bid (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), as modified pursuant to the terms of the Contract Documents. Bidder will not withdraw its Bid for at least sixty (60) calendar days after the Bid Deadline, unless otherwise extended by the written agreement of the City and Bidder. If Bidder is selected as the Lowest Responsible Bidder, Bidder shall, within seven (7) calendar days after receipt of Notice of Award, sign and deliver to the City all documents identified in Section 13 of the Instructions to Bidders (including the Agreement, performance bond, payment bond, and proof of insurance). Time is of the essence. If awarded the Contract, Bidder agrees to complete the Work within the time specified in the Invitation For Sealed Bids.

ADDENDA. Bidder shall insert, in the blank lines below (or additional pages, if needed), each Addenda received by the Bidder, and incorporated herein by reference into this Bid.

Bidder hereby acknowledges receipt of the following Addenda (Addendum No. and Date Issued):

Addendum No. Date Issued
_________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ 128
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_________________________________ _________________________________ BID AMOUNT.

3.1.Estimated Quantities. Since the amounts identified in the Bid Spreadsheet (Section 4, below) are estimates for the purpose of comparing bids, the City reserves the right to increase or decrease the quantities to reflect the actual amount of work to be performed by the Contractor in accordance with the requirements of the Contract Documents.

3.2.Unit Price Bids. For each bid item identified in the Bid Spreadsheet (Section 4, below), the Bidder shall provide a bid item unit price and a bid item extension (bid item unit price multiplied by bid item estimated quantity equals bid item extension). In case of a math error or ambiguity, bid item unit prices shall prevail over the bid item extensions.

3.3.Total Bid Amount. The Bidder shall identify the Total Bid Amount, which shall equal the sum of all bid item extensions and bid alternates. The total bid amount shall include the total of all bid schedules. In case of a math error or ambiguity, bid item extensions shall prevail over the Total Bid Amount. The Total Bid Amount shall be the total dollar amount bid by the Bidder, for the Bidder’s performance of all Work in accordance with the Contract Documents (and payment of all Bidder’s costs required therefor, whether or not specifically identified herein). The Total Bid Amount may also be referred to in the Contract Documents as the Contract Amount.

3.4.Basis of Award. The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the Total Bid Price plus Alternates. City reserves right to award Alternates in any order or none at all based upon available funding.

3.5.Alternate Bids. Alternate bids proposed by the Bidder will be considered by the City.

BID SPREADSHEET. Bidder hereby offers to provide to the City the Work required by the Contract Documents (as defined in Agreement Section 2), for the amounts quoted in this Bid, as follows. Bidder shall complete bid schedule, the total bid amount shall constitute the total of all Bid Item Extensions.
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Item No. Item Description Unit Quantity Unit Price Item Cost 1 Mobilization and Demobilization LS 1
2 Water Pollution Control Plan LS 1
3 Pedestrian and Traffic Control LS 1
4 Sheeting, Shoring, and Bracing LS 1
5 Clearing, Demolition, and Abandonment LS 1
6 Bypass Pumping LS 1
7 Pump, Guide Rails and Accessories EA 3
8 Spare Pump EA 1
9 Submersible Mixer EA 1
10 Discharge Piping, Valves, Bypass
Connection, and Fittings LS 1
11 Precast Concrete Valve Vault LS 1
12 Precast Concrete Wet Well LS 1
13 Flow Meter and Manhole LS 1
14 Force Main Access Structure EA 9
15 Motor Control Center LS 1
16 Pump Termination Cabinet LS 1
17 Electric Service and Pedestal LS 1
18 Misc. Electrical Work, Wiring and Sensors LS 1
19 4-inch Building Sewer Lateral LF 30
20 15-inch Gravity Sewer LF 90
21 18-inch Gravity Sewer LF 289
22 Precast Sanitary Sewer Manhole 432406A EA 1
23 Remove and Replace Sanitary Manhole
432401A EA 1
24 Manhole Coating EA 2
25 Chip & Reform Manhole Invert & Bench EA 4
26 14-Inch Force Main LF 4884
27 Air Release Valve EA 2
28 Startup, Testing, and Training LS 1
29 Modify Existing Wetwell LS 1
30 Abandon Sanitary Force Main LS 1
31 Abandon Sewer Gravity Main LF 53
32 Abandon Sanitary Manhole 432402 EA 1
33 Monument Replacement EA 1
34 Miscellaneous Building Improvements LS 1
35 Miscellaneous Site Improvements LS 1
36 Bid Allowance and Permit Fees LS 1
37 Bid Alternate: Electrical Service Conduit LS 1
Bid Total (including bid alternates and allowance)
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4. BID SECURITY. Bidder must attach Bid Security in the amount of ten percent (10%) of the Bid Amount (see Section 7 of the Instructions to Bidders).

5. LIST OF SUBCONTRACTORS.

6.1. Bidder will use Subcontractors for the Work:

YES_______________ NO_______________

6.2. If yes, the Bidder hereby certifies that the following is a list of all subcontractors which the Bidder is required by law to name in its bids. Generally, bidders are required to identify each subcontractor performing more than one half of one percent of the work. However, more particular requirements are contained in the Subletting and Subcontracting Fair Practices Act, Public Contract Code Sections 4100 et seq. (the “Subcontracting Act”), summarized in Section 6 of the Instructions to Bidders.

6.3. Bidders are reminded of the severe penalties imposed by the Subcontracting Act for a failure to list all required subcontractors (Work Activity, Name, and Address) on this sheet. Bids will not be found non-responsive for omission (at time of bid) of additional information regarding estimated dollar amount of subcontracted work or subcontractor license number. However, bidders shall submit all information required by this sheet by no later than 24 hours after written request by the City.

6.4. ALL BIDDERS ARE HEREBY NOTIFIED THAT: the successful bidder will be required to perform not less than ***fifteen*** percent (***15%***) of the Work with the successful bidder’s own organization. A failure of the Bid to establish compliance with this requirement may render the bid non-responsive, or it may result in a determination of bidder nonresponsibility based on a failure to demonstrate adequate resources available to perform the Work.

Subcontracted work
activity
Subcontractor name
including address
(City and State)
Est. $ amt. of
subcontracted
work
Subcontractor’s
License no. DIR #
___________________ ________________ $____________ _________ ____________________ _________________ $____________ _________ NOTE: Provide additional sheets if required. (copy of this sheet is acceptable) 131
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6. REPRESENTATIONS OF BIDDER.

7.1. By submitting this Bid, Bidder declares under penalty of perjury the following representations are true and correct:

Bidder has read and understands all requirements of the Contract Documents, and this Bid is made in accordance with those requirements. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Sealed Bids, these Instructions to Bidders, Supplemental Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, Special Provisions , the, and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also defined as “Plans”).

Any questions by the Bidder regarding the meaning of any part of the Contract Documents have been submitted, in writing, by the Bidder to the City, in accordance with Section 2 of the Instructions to Bidders.

Bidder has visited and examined the Project site of the proposed work, and Bidder is familiar with all the conditions related to the proposed work, including the availability of labor, materials (including transportation, handling, delivery, and storage), equipment, and utilities (including water and electricity), and is familiar with local conditions (including weather, road access and truck routes, and surface and subsurface conditions) as related to requirements of the Contract Documents.

The Bid is based upon the materials, equipment, and systems required by the Bidding Documents without exception.

The Contract Time, as specified in the Invitation For Sealed Bids, is reasonable for performing the Work and that Contractor is able to perform the Work within the Contract Time.

Bidder has the expertise and financial capacity to perform and complete all obligations required by the Contract Documents.

Bidder is aware of and, if awarded the Contract, will comply with applicable legal requirements, including all City Regulations (including payment of City business license tax) in its performance of the Work.

The Bidder shall comply with the requirements of the Labor Code, including Sections 1770 et seq., and the Bidder shall comply with the General Prevailing Wage Determination Made by the Director of Industrial Relations that is in effect on the date of the Invitation for Sealed Bids. The prevailing wage rate schedule is on file with the Engineer and will be made available for review upon request.

Bidder certifies that, for the excavation of any trench of a depth of five feet or more, its bid includes the cost for adequate sheeting, shoring, and bracing or equivalent method (including costs of design), for the protection of life or limb, which shall conform to applicable safety orders, in accordance with Labor Code Sections 6705 and 6707. 132
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7.2. In accordance with Business and Professions Code Section 7028.15, Bidder certifies, under penalty of perjury, that the information contained in this subsection 7.2, below, is true and correct. Any bidder who is not licensed in accordance with the Business and Professions Code, and in accordance with the Invitation For Sealed Bids, shall be considered non-responsive and shall be rejected by the City.

State Contractor’s License No. and Class .

Original date license issued, and License expiration date .

7.3. As required by Government Code Section 4552, in submitting a Bid to the City, Bidder offers and agrees that, if the Bid is accepted, it will assign to the City all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C., Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, materials, or services by Bidder for the sale to City pursuant to the Bid. Such assignment shall be made and become effective at the time City tenders final payment to Bidder.

7.4. Bidder acknowledges that, unless the bidder submits a request for substitution of “equal” materials in accordance with the requirements of the Agreement, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount.

IN WITNESS WHEREOF, the individuals signing this Bid represent and warrant that they have the right, power, legal capacity, and authority to sign this Bid on behalf of the Bidder, and have caused this Bid to be executed by setting hereto their names, titles, and signatures at _____________ County, in the State of _______________________.

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder, including type of organization, e.g., corp. or partnership)

_______________________________________________________________________ (Bidder’s Street and Mailing Address)

_______________________________________________________________________ (City, State, Zip Code)

_________________________________ ____________________________ (Telephone Number) (Email Address)
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Bid Forms / Equal Employment Opportunity Certification 1 of 1

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder ______________________________________________________________ and proposed subcontractor hereby certifies that it has _____, has not ____ participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that where required, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements.

NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts that are subject to the equal opportunity clause. Contract and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt).

Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and the subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60.1.7(b)(1) prevents the award of contract or subcontracts unless such Contractor submits a reporting covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.

The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 134
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Bid Forms / Non-Collusion Declaration 1 of 1

NON-COLLUSION DECLARATION
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
The undersigned declares:

I am the ____________________ of __________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ______________________ [date], at _______________________[city], __________________[state].

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder)

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Bid Forms / Debarment and Suspension Certification 1 of 1

DEBARMENT AND SUSPENSION CERTIFICATION
Title 49, Code of Federal Regulations, Part 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• Does not have a proposed debarment pending; and
• Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 136
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Bid Forms / Bidder’s Statement Of Responsibility 1 of 10 BIDDER’S STATEMENT OF RESPONSIBILITY

(Must be executed by Bidder and submitted with Bid)

1. SCOPE OF THIS STATEMENT OF RESPONSIBILITY. In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder shall provide the information required herein as a part of its Bid.

1.1. City’s Right to Use the Bidder’s Statement of Responsibility. The City shall use the information required by this Statement of Responsibility for the sole purpose of determining the Bidder’s “responsibility.” While the City conducts its deliberative process to determine whether a bidder is “responsible,” the City will not disclose “confidential” information (as identified by the Bidder pursuant to paragraph 1(b), below) unless otherwise compelled by a court order. However, if there is a challenge regarding the City’s determination of whether a Bidder is “responsible,” the City shall have the right to use any and all information contained herein in support of the City’s determination, and the Bidder waives any claim against the City for the City’s use of information for this intended purpose.

1.2. Bidder’s Obligation to Identify Confidential Information. If a Bidder believes that any portion of this Statement of Responsibility is “confidential” and not legally subject to public disclosure in accordance with the requirements of the California Public Records Act (Government Code Sections 6250, et seq), the Bidder shall: (1) clearly mark the relevant portions of the Statement of Responsibility as “Confidential”; and (2) upon request from the City, identify the legal basis for exception from disclosure under the Public Records Act; and (3) the Bidder shall defend, indemnify, and hold harmless the City regarding any claim by any third party for the public disclosure of the “Confidential” portion of the Statement of Responsibility; and (4) if the Bidder fails to identify information as “Confidential,” or if the Bidder fails to defend and indemnify the City regarding any claim by any third party for the public disclosure of a “Confidential” portion of the Statement of Responsibility, the Bidder shall hold the City harmless and waive any claim against the City for any damages allegedly related to any public disclosure of any portion of the Statement of Responsibility.

1.3. Additional Pages. If additional pages are required to respond to any of the questions set forth in this Statement of Responsibility, the Bidder shall describe and list the additional pages in Section 16, below.

2. EXPERIENCE

2.1. How many years has the Bidder been performing work as a contractor under the present business name?

2.2. If any of the experience listed in this document refers to work performed under a different name, list the different business names and describe the relationship to the present business name on a separate page (list the additional pages in Section 13 below).

3. CURRENT WORK IN PROGRESS

3.1. For how many construction projects is the Bidder under contract to perform (which are currently under construction)? ___________________________________________

3.2. What is the total dollar amount of the construction contracts listed in Subsection 3.1? _________________________________________________________________ 3.3.

What is the total bonding capacity of the Bidder? ___________________________

3.4. How many construction contracts listed in 3.1 are:

3.2.1. in an amount of 50% or less of the Total Bid Amount? ________________________________

3.2.2. in an amount between 50% and 100% of the Total Bid Amount? __________________________ 138
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3.2.3. in an amount between 100% and 150% of the Total Bid Amount? _______________________

3.2.4. in an amount over 150% of the Total Bid Amount? ______________________________________

3.5. List the name of the project (with Contract Amount and Anticipated Completion Date), the name of the City/Client entity, and a City/Client contact person (with name and telephone number), for three current active projects referred to in Section 3.4:

3.5.1. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________

3.5.2. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________

3.5.3. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) _________________________________________

4. COMPLETED WORK

Provide the requested information set forth below for the: (1) three most recent projects completed of a similar character to this Project (performed as a general contractor); and (2) three most recent public works projects completed (performed as a general contractor).

4.1. Three most recent projects completed of a similar character to this Project:

4.1.1. Project Name: _____________________________________________________

Project Description:_________________________________________________ ___________________________________________________________________ ___________________________________________________________________

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Bid Forms / Bidder’s Statement Of Responsibility 3 of 10 Contract Amount ___________________________________________________ Date Completed:_____________________________________________________ Owner: _____________________________________________________________ Contact Person: _____________________________________________________

Contact Person’s Phone Number: _________________________

4.1.2. Project Name ________________________________________________ Project Description _____________________________________________ _____________________________________________________________

Contract Amount: ______________________________________________

Date Completed: _______________________________________________ Owner: ______________________________________________________ Contact Person: _______________________________________________

Contact Person’s Phone Number: _________________________________

4.1.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Owner: ________________________________________________________ Contact Person: _________________________________________________

Contact Person’s Phone Number: ___________________________________

4.2. Three most recent public works project (City, State, County) completed:

4.2.1. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________ 140
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Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

4.2.2. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

4.2.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

5. CLAIMS HISTORY

5.1. Has any claim been made against your company in the past five years, which has resulted in arbitration or litigation?___________

5.2. Has your company made any claim against any City or client in the past five years, which has resulted in arbitration or litigation?___________

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5.3. If you answered “yes” to subsections 5.1 or 5.2 above, describe the claim(s) using the format below:
(use additional sheets if necessary).

5.3.1. Project Name __________________________________________ Claim Amount ________________________________________

Other Party Entity Name ______________________________________ Other Party Contact _________________________________________ (Name and Phone) __________________________________________

6. Describe the claim(s) on a separate sheet (see Section 14, below).

7. CONTRACT TERMINATION

7.1. Has your company ever been terminated by a City or client, or rejected from bidding on a public works project in the last five (5) years? ___________________. If yes, identify each and provide an explanation below:

7.2. Project Name ______________________________________________________ City/Client Entity Name _______________________________________________ City/Client Contact
(Name and Phone) _________________________________________________ Date of Termination/Rejection __________________________________________ Explanation _________________________________________________________ ____________________________________________________________________ ____________________________________________________________________

8. If more than one (1), describe on additional sheet (see Section 14, below).

9. COMPLETION BY SURETY

9.1. Has your company ever failed to satisfactorily complete a construction contract, or has a surety ever completed any portion of a construction contract of your company within the last five (5) years? _________________. If yes, provide an explanation below:

9.2. Project Name ________________________________________________________ Surety Contact
(Name and Phone) __________________________________________________

Date Surety Took Over _________________________________________________ Explanation ___________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ 142
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10. If more than one (1), describe on additional sheet (see Section 13, below).

11. STORM WATER BEST MANAGEMENT PRACTICES

11.1. Has bidder violated the Storm Water Best Management Practices for illegal or improper discharge(s) into storm drain systems two (2) or more times within the past five (5) years?  Yes
 No
Note: This question refers to your firm’s violation of sewer overflow to the storm drain system that was required to be reported to the State Water Board.

12. SEWER AND WATER CROSS-CONTAMINATION

12.1. Has work performed by the bidder resulted in cross-contamination with water and sewer facilities within the past five (5) years?
Yes
No

13. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) COMPLIANCE

13.1. Has the federal Occupational Safety and Health Administration cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five (5) years?
Yes
No
If “Yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.

14. PUBLIC WORKS CONTRACTS

14.1.In the last five (5) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder?  Yes
 No
If “Yes,” explain on a separate signed page. Identify the year of the event, the owner, the project, and the basis for the finding by the public agency.

15. ADDITIONAL DOCUMENTS

In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder may be required to submit additional documents.

16. ADDITIONAL PAGES
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The Bidder declares that the pages listed in this Subsection were added and included with these Bid Documents in order to accurately respond to the Bidding Requirements. The following descriptions include the general nature of the additional information. If no additional pages are submitted, write “None” on the blank line.
______________________________________________________________________

______________________________________________________________________

______________________________________________________________________

17. PENALTY OF PERJURY

Bidder hereby declares and certifies under penalty of perjury under the laws of the State of California that the information contained herein is true, correct, and complete.

IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity and authority to sign this document on behalf of the Bidder, and have caused this document to be executed by setting hereto their names, titles and signatures.

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder)
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Bid Forms / Bid Bond 1 of 1
BID BOND Bond No. ______
WHEREAS, (“Principal”) submitted a Bid to the City of Belmont (“City”) for the Project identified on this Bond, and the terms of the Bid require the Principal to submit bidder’s security.

NOW, THEREFORE, Principal and (“Surety”), are
hereby held and firmly bound unto the City in the amount of ten percent (10%) of the Bid Amount set forth in the Principal’s Bid (the terms and conditions of which are incorporated herein by reference) for the above referenced Project, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal’s Bid is rejected by the City, or if Principal’s Bid is accepted by the City and the Principal properly executes and submits to the City the Agreement and all required documents (including the Faithful Performance Bond, the Labor and Material Bond, and the proof of insurance), then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.

The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by an agreement between the City and the Principal to extend the time within which the City may accept the Principal’s Bid, and the Surety hereby waives notice of any such extension.

In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.

IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.

Principal Surety

NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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Construction Agreement 1 of 14

CONSTRUCTION AGREEMENT
This Construction Agreement (hereinafter “Agreement”) is made and entered into by and between the CITY OF BELMONT, a municipal corporation (hereinafter “City”), and [***INSERT LEGAL NAME OF CONTRACTOR***name of business and description of legal entity, i.e., LLC, Partnership, Corporation, etc.] (hereinafter “Contractor”).

RECITALS
A. In accordance with the applicable provisions of State law, including the California Public Contract Code, and local law, including the Belmont City Code, the City issued an invitation for competitive bids for this Project.

B. In response to the invitation for bids, the Contractor submitted the Bid Forms (with a Bid Amount of $______), which are incorporated herein by reference, which were found by the City to be responsive to the invitation for bids.

C. After reviewing all bids submitted in response to the invitation for bids, the City found the Contractor to be the Lowest Responsible Bidder, and the Awarding Body awarded this Agreement to the Contractor on ______ [***INSERT DATE OF AWARD***].

D. The Project is more specifically described in the Contract Documents, but generally includes the following items of work Construction of new sanitary sewer pump station, force main, and other items as identified in the contract documents.

NOW THEREFORE, THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. SCOPE OF WORK. The Contractor shall perform, or cause to be performed, the Work described in the Contract Documents (hereinafter “Work”), to the satisfaction of the City Engineer, and subject to the final acceptance by the City.

2. CONTRACT DOCUMENTS.

2.1. List of Contract Documents. The Contract Documents consist of this executed Agreement; all Bidding Documents (including the Invitation for Bids, Instructions to Bidders, Supplemental Instructions to Bidders, Bid Forms, and Addenda (if any) as identified below); the Specifications (including General Conditions, Special Provisions, and all documents incorporated by reference therein, including City Standard Specifications, and Caltrans Standard Specifications), and the 146
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Technical Specifications; the Drawings (also referred to as “Plans”); and the Exhibits (including bonds).

2.2. Precedence of Contract Documents. In the event of a conflict between component parts of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: [***SPECIFICALLY IDENTIFY EACH INCORPORATED DOCUMENT, PARTICULARLY THE PLANS, AND ELIMINATE UNUSED PARTS***]

2.2.1. Agreement, as amended by contract change orders.

2.2.2. All Bidding Documents, as amended by Addenda.

2.2.3. Technical Specifications

2.2.4. Special Provisions.

2.2.5. General Conditions

2.2.6. City Standard Specifications.

2.2.7. Caltrans Standard Specifications (Standard Specifications for Construction of Local Streets and Roads, State of California, April 2025).

2.2.8. Drawings (also referred to as Plans), as defined on ********.

2.2.9. Standard Plans and Standard Details.

2.2.10. Exhibits.

2.3. Addenda. The following Addenda are hereby incorporated into the Contract Documents:

No. Date of Issue:
____ ____________
____ ____________
____ ____________

3. CONTRACT TIME.

3.1. After Contractor has provided to City all documents identified in the Instructions to Bidders and the Notice of Award (in a form satisfactory to the City, and in accordance with the requirements of the Contract Documents), City shall schedule the mandatory pre-construction conference, and Contractor shall attend and participate in the pre-construction conference.

3.2. After the pre-construction conference, the City shall issue a Notice to Proceed to Contractor. The Notice to Proceed will identify the date on which the “Contract Time” commences, and this date may be referred to as the “Contract Commencement Date.” Contractor is authorized to commence Work on the Contract Commencement Date, and Contractor must 147
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commence the Work no later than seven days after the Contract Commencement Date. The Work must be diligently prosecuted and all of the Work must be substantially completed within the Contract Time specified in the Invitation For Bids. Time is of the essence in the performance of all obligations under these Contract Documents, and all timing requirements must be strictly adhered to unless otherwise modified by the City in accordance with the Contract Documents.

The Contractor must submit all requests for extensions of time to the City, in writing, no later than ten (10) working days after the start of the condition which purportedly caused the delay, and not later than the date on which performance is due.

3.3. Within the time set forth in the Special Provisions (or, if no time is specified in the Special Provisions, with seven (7) calendar days after written request from the City), Contractor shall submit to the City all required documents, including the following:

3.3.1. Contractor’s safety program, and identification of Contractor’s safety officer.

3.3.2. Contractor’s cost distribution schedule of prices (schedule of values).

3.3.3. Contractor’s Construction Schedule.

3.3.4. Contractor’s schedule of submittals.

3.3.5. Copies of all required documentation for each subcontractor, including: State Contractor’s License, identification of each subcontractors’ authorized representative, copy of contract between Contractor and each subcontractor.

4. CONTRACT AMOUNT. City shall pay to Contractor, for the performance of the Work, the Contract Amount identified in the Bid Documents, subject to adjustment of estimated quantities (to reflect actual work performed by the Contractor), and as modified according to the terms of the Contract Documents. The Contractor’s compensation shall include all costs incurred by the Contractor in the performance of the Work, including: furnishing all labor (including supervision), materials (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), equipment, tools, transportation, and services necessary to complete the Work (including costs to protect the Work, and all damages to the Work prior to acceptance of the Work by the City, unless otherwise specifically provided in the Contract Documents). The Contract Amount identified in the Bid Documents [***, which includes alternate items _________*** insert ***,] is $_____________.

5. LIQUIDATED DAMAGES. If Contractor fails to complete the Work within the Contract Time, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum specified in the Invitation for Bids for each calendar day after the expiration of the Contract Time that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Time. This provision for liquidated damages shall not be applicable nor act as a 148
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limitation upon the City if Contractor abandons the Work. In such event, Contractor shall be liable to the City for all losses incurred.

6. CONTRACTOR REPRESENTATIVE. At all times during the progress of the Work, Contractor shall have a competent supervisor, foreman, or superintendent (hereinafter “Contractor Representative”) on site with authority to act on behalf of the Contractor. The Contractor Representative shall be authorized by the Contractor to sign, send, and receive all notices contemplated or required by the Contract Documents, and authorized to direct all Work being performed by (or on behalf of) the Contractor. The Contractor shall, at all times, keep the City Engineer informed in writing of the name and telephone number of the Contractor Representative.

Throughout the term of this Contract, Contractor Representative shall meet and confer with the City Engineer in a good faith effort to resolve any outstanding issues related to performance required by the Contract Documents. The Contractor shall, at all times, keep the City Engineer informed in writing of the names and telephone numbers of all subcontractors performing the Work.

7. ACCESS TO THE SITE. In order to permit the City to inspect the Work, the Contractor shall, at all times, provide to the City (including agencies and entities designated by the City) proper and safe access to the Project site, and all portions of the Work, and to all shops wherein portions of the Work are in preparation.

8. DOCUMENTATION AND RECORD KEEPING.

8.1. Contractor’s Project Records. Contractor’s Project records shall include all of Contractor’s accounting records, employment records, and project work records for all employees, subcontractors, and suppliers, including: the Contract Documents, one record copy of the plans and specifications, change orders, requests for clarifications, instructions from the City, contracts with suppliers and subcontractors, correspondence, submittals, samples, shop drawings, invoices, receipts, vouchers, purchase orders, notes, daily logs, and memoranda relating to the Work.

8.2. Contractor’s Maintenance of Project Records. Contractor shall keep and preserve Project records in accordance with generally accepted accounting principles and state law requirements.

During performance of the Work, Contractor shall keep all of Contractor’s Project records in a secure location at the Project Site. After completion of the Work, Contractor shall maintain the Project records for no less than four years after final completion of the Work.

8.3. Audit by the City. All of Contractor’s Project records, as identified above, shall be made available to the City (including agencies and entities designated by the City), and the Contractor shall provide copies of the Contractor’s records upon request by the City.

9. RESPONSIBILITY OF CONTRACTOR AND SUBCONTRACTORS.

9.1. Contractor is an independent contractor and is solely responsible for all acts of its employees, agents, or subcontractors, including any negligent acts or omissions. Contractor is not City’s employee and Contractor shall have no authority, express or implied, to act on behalf of the City 149
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as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.

9.2. For each subcontractor performing any portion of the Work for this Project, the Contractor shall include a provision in the subcontract documents incorporating by reference the requirements of these Contract Documents, to require the subcontractor to comply with the requirements of these Contract Documents as related to the portion of the Work performed by the subcontractor. This requirement shall specifically include: indemnification of the City (Agreement Section 16), business tax compliance (Agreement Section 12), insurance (Agreement Section 14), and nondiscrimination and compliance with law (Agreement Section 11.1).

10. CONFLICTS OF INTEREST. Contractor (including its employees, agents, and subcontractors) shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Agreement. In the event that Contractor maintains or acquires such a conflicting interest, any contract (including this Agreement) involving Contractor’s conflicting interest may be terminated by the CITY.

11. LEVINE ACT DISCLOSURE. Contractor must disclosure on a form approved by the City whether Contractor or its agents have made contributions to one or more City officials that are subject to the requirements of the Levine Act (Calif. Gov’t Code § 84308(e) or the regulations of the Fair Political Practices Commission that implement the Act (Title 2 Calif. Code of Regs., §18438.8(b)). If at any time during the term of this Agreement the total contributions to a City official by Contractor and its agents exceed $250, Contractor must promptly disclosure the contributions by submitting a supplement written disclosure.

12. COMPLIANCE WITH LAW. The Contractor shall comply with all applicable legal requirements including all federal, state, and local laws (including ordinances, resolutions, and City Regulations), whether or not said laws are expressly stated in this Agreement.

12.1. Nondiscrimination. Contractor shall comply with all applicable federal, state, and local laws regarding nondiscriminatory employment practices, whether or not said laws are expressly stated in this Agreement. Contractor shall not discriminate against any employee or applicant because of race, color, religious creed, national origin, physical disability, mental disability, medical condition, marital status, sexual orientation, or sex.

12.2. Labor Compliance. Contractor must comply with all applicable federal, state, and local laws regarding labor compliance, including, but not limited to, all applicable provisions related to working hours, the payment of prevailing wages, travel and subsidence payments, apprentices, payroll records, and labor code penalties (as required by California Labor Code Sections 1720 through 1861, and as outlined in the General Conditions). Copies of the prevailing wage rates are on file with the City Engineer, and shall be made available to any interested party upon request.

See General Conditions Section 19 for more detail.

12.3. Department of Industrial Relations Registration. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part 150
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of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.

12.4. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.

13. PERMITS AND LICENSES. The Contractor must obtain and maintain all necessary permits and licenses for the performance of the Work.

13.1. Belmont Business License Tax. Contractor must apply for and pay the business tax and registration tax for a business license, in accordance with the Belmont City Code.

13.2. Fees, Royalties, and Patents. Contractor must pay all license fees and royalties related to or necessary for the Work and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others.

14. IMPROVEMENT SECURITY. Concurrently with the execution of this Agreement by the Contractor, and before the commencement of any Work, the Contractor shall furnish improvement security, in a form substantially the same as that set forth in the Exhibits, attached hereto, or in an alternate form authorized by state law and approved by the City, in the following amounts:

14.1. Faithful Performance security in the amount of 100% of the Contract Amount to secure faithful performance of this Agreement (until the date on which the City accepts the Work as complete).

14.2. Labor and Material security in the amount of 100% of the Contract Amount to secure payment by the Contractor to laborers and materialmen (until the date on which claims are required to be made by laborers and materialmen pursuant to law).

14.3. Warranty security in the amount of 10% of the Contract Amount to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).

15. INSURANCE.

15.1. Contractor must, throughout the duration of this Agreement, maintain insurance to cover Contractor (including its agents, representatives, subcontractors, suppliers, and employees) in connection with the performance of work under this Agreement, including against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work.
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15.2. Contractor must at a minimum maintain the following types of insurance indicated by the check box next to the insurance type. Contractor must fully comply with the City’s insurance specifications in Exhibit A “Insurance Standards for Construction”, attached to this Agreement.

City may modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Workers Compensation (WC)
Commercial General Liability (CGL)
The CGL limit level is modified as follows: .

Employers Liability (EL)
The EL limit level is modified as follows: .

Automobile Liability (AL)
The AL limit level is modified as follows: .

Professional Liability (PL)
The PL limit level is modified as follows: .

Pollution Legal Liability (PLL), Asbestos Legal Liability (ALL), Errors and Omissions (EO).

The PLL/ALL/EO limit level is modified as follows:
.

Builder’s Risk (Course of Construction).

15.3. Contractor waives any right to subrogation against the City, its officers, elected officials, employees, agents, or volunteers which any insurer of Contractor may acquire against the City by virtue of the payment of any loss under such insurance.

16. REPORTING DAMAGES. If any damage (including death, personal injury or property damage) occurs in connection with the performance of this Agreement, Contractor must immediately notify the City Risk Manager’s office by email at [email protected], and Consultant shall promptly submit to the City’s Risk Manager and the City’s Authorized Representative, a written report (in a form acceptable to the City) with the following information: (a) name and address of the injured or deceased person(s), (b) name and address of witnesses, (c) name and address of Consultant's insurance company, and (d) a detailed description of the damage and whether any City property was involved.

17. RESPONSIBILITY FOR LOSS.

17.1. The City and its elected officials, officers, employees, agents and volunteers, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the work; for injury to or death of any person (including but not limited to workers or the public) from any cause whatsoever; or for damage to property from any cause whatsoever. 152
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17.2. The Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person (including but not limited to workers and the public) or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City of Belmont and its elected officials, officers, employees, agents and volunteers from all claims, suits or actions of every name, kind and description brought for, or on account of, injuries to or death of any person (including but not limited to employees of Contractor, of subcontractor, or of any other person, firm or entity and the public) or damage to property arising from any cause whatsoever during the progress of the work or at any time before its final completion and acceptance. Contractor’s indemnification shall specifically include, but not be limited to, all claims arising out of: contract claims, property damage, personal injury, and any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include any and all costs, expenses, court costs, attorneys’ fees and liability incurred by the City in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures City incurs by reason of such matters. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. This indemnification shall survive termination of the Contract.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, and its officers, officials, agents, employees and volunteers. It is the intent of the parties that the Contractor shall indemnify and hold harmless the City, and its elected officials, officers, agents, employees and volunteers from any and all claims, suits, or actions arising from any cause whatsoever as set forth above regardless of the existence or degree of fault or negligence on the part of the City, the Contractor, the subcontractor or employee of any of these, other than the sole negligence, active negligence or willful misconduct of the City, and its elected officials, officers, agents, employees and volunteers.

17.3. In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Agreement as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid.

17.4. Neither the elected officials, officers, agents, employees not volunteers of City, nor any officer or employee of any county, city or district shall be personally responsible for any liability arising under or by virtue of the Agreement.

17.5. Nothing in the Agreement is intended to make the public or any person a third party beneficiary under this Contract, nor is any term and condition or other provision of the Agreement intended to establish a standard of care owed to the public or any member thereof.

Attention is directed to Section ___, “Insurance Provisions,” of the General Conditions for the Contractor's responsibility for providing and maintaining insurance.

18. ACCEPTANCE OF WORK. Before acceptance of the Work by the City, the Contractor shall be solely responsible for maintaining the quality of the Work, and maintaining safety at the Project 153
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site. The Contractor’s obligation to perform the Work shall not be satisfied until after the City Engineer has made a written determination that all obligations of the Agreement have been satisfied and all outstanding fees and charges have been paid, and the City has accepted the Work as complete.

19. WARRANTY.

19.1. Quality of Work. Contractor warrants to the City that all materials and equipment used in or incorporated into the Work will be of good quality, new, and free of liens, claims, and security interests of third parties; and that the Work will be of good quality and free from defects; and that the Work will conform with the requirements of the Contract Documents.

19.2. Documentation of Warranty. If required by the City Engineer, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. If required by the Contract Documents, the Contractor shall provide a written warranty from the manufacturer or supplier.

19.3. Warranty Period. The Contractor shall warrant the quality of the Work, in accordance with the terms of the Contract Documents, for the “Warranty Period.” The Warranty Period shall be a one year period (unless a longer period of time is specified in the Contract Documents) commencing as follows: (a) for any Work not identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Substantial Completion; and (b) for any Work that is identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Final Completion.

19.4. Default During Warranty Period. In the event that (during the Warranty Period) any portion of the Work is determined by the City Engineer to be defective as a result of an obligation of the Contractor under this Agreement (including any faulty workmanship or material, or any failure of the Work to operate in accordance with the requirements of the Contract Documents), the Contractor shall be in default.

20. DEFAULT.

20.1. Notice of Default. In the event that the Contractor is in default of this Agreement, as defined in this section, the City Engineer shall provide written notice to the Contractor and the Contractor’s surety (if any) in which the default is described.

20.2. Circumstances Constituting Default. Contractor shall be in default of this Agreement if the City Engineer determines that any one of the following conditions exists:

20.2.1. Contractor fails to perform any portion of the Work in accordance with the timing requirements of the Construction Schedule.

20.2.2. Contractor abandons the Project site.

20.2.3. Contractor fails to replace or repair any damage caused by Contractor or its agents, representatives, contractors, subcontractors, or employees in connection with performance of the Work.
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20.2.4. Contractor fails to supply workers, subcontractors, or other personnel with the skills, certifications, or licenses required by the Contract Documents.

20.2.5. Contractor violates any legal requirement related to the Work.

20.2.6. Contractor is insolvent, files for bankruptcy, makes a general assignment for the benefit of its creditors, or fails to pay its debts as they become due.

20.2.7. Contractor fails to perform any portion of the Work in accordance with the requirements of the Contract Documents.

20.3. City Remedies. The City may, in the discretion of the City Engineer, take any or all of the actions identified in this subsection, if the Contractor fails to: (a) promptly commence, and diligently and continuously prosecute the cure of the default, or (b) within ten (10) days, cure the default, or provide adequate written assurance to the satisfaction of the City Engineer that the cure will be promptly commenced and diligently prosecuted to its completion:

20.3.1. Demand the Contractor to complete performance of the Work (including repair, or removal and replacement, of nonconforming Work).

20.3.2. Issue a Notice of Suspension of Work, by which the Contractor shall suspend all Work except for those portions of the Work authorized by the Notice, and for which the Contractor shall not be entitled to any adjustment of the Contract Amount or Contract Time. Notwithstanding the timing requirements of this Section 19.3, if the City Engineer determines that a default may have a potentially adverse impact on the safety of persons or property (including but not limited to a failure by the Contractor to maintain documentation of insurance or improvement security as required by this Agreement), the City Engineer may immediately issue a Notice of Suspension of Work in accordance with this subsection.

20.3.3. Cure the default and charge the Contractor for all costs resulting therefrom, including administrative costs (including City staff costs, City consultant costs, and attorney’s fees) and interest in an amount equal to seven percent (7 %) per annum from the date of default, which charge may be deducted by the City from amounts otherwise payable to the Contractor.

20.3.4. Remove the Contractor from the site and demand the Contractor’s surety (if any) to complete performance of the Work.

20.3.5. Take possession of the Project site and all materials, supplies, equipment, tools, and construction equipment and machinery thereon owned by Contractor; accept the assignment of any or all of the subcontracts; and then complete the Work by any method the City may deem expedient. If requested by the City, Contractor shall remove any part or all of Contractor’s materials, supplies, equipment, tools, and construction equipment and machinery from the Project site within seven (7) days of such request; and if Contractor fails to do so, the City may remove or store, and after ninety (90) days sell, any of the same at Contractor’s expense.

20.3.6. Terminate the Contract.

20.4. Termination for Default. In the event that the Contract is terminated by the City in accordance with this section:
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20.4.1. Contractor shall not be entitled to receive any further payment until the expiration of thirtyfive (35) days after Final Completion and acceptance of all Work by the City

20.4.2. If the unpaid balance of the Contract Amount (to which the Contractor is otherwise entitled in accordance with the Contract) exceeds the cost of completing the Work (including all additional costs and expenses made necessary thereby, plus all losses sustained, including any liquidated damages provided under the Contract Documents), such excess shall be paid to Contractor. If the cost of completing the Work exceeds the unpaid balance of the Contract Amount, Contractor shall pay such excess to the City.

20.4.3. No termination or action taken by the City after termination shall prejudice any other rights or remedies of the City provided by law or by the Contract Documents upon such termination; and the City may proceed against Contractor to recover all losses suffered by the City.

21. NOTICES. All notices or demands which the Contract Documents contemplates or requires shall be in writing and shall be delivered to the respective party as set forth in this section.

Communications shall be deemed to be effective on the first to occur of: (a) actual receipt by a party’s Authorized Representative; (b) actual receipt at the address designated below; or (c) three working days following the deposit in the United States Mail of registered or certified mail, sent to the address designated below. The Authorized Representative of either party may modify their respective contact information identified in this section by providing notice to the other party.

TO: City of Belmont To: Contractor
Attn:. Attn:

One Twin Pines Lane, Suite
Belmont, CA 94002

22. HEADINGS. The heading titles for each paragraph of the Contract Documents are included only as a guide to the contents and are not to be considered as controlling, enlarging, or restricting the interpretation of the Contract Documents.

23. SEVERABILITY. If any term of the Contract Documents (including any phrase, provision, covenant, or condition) is held by a court of competent jurisdiction to be invalid or unenforceable, the Contract Documents shall be construed as not containing that term, and the remainder of this Agreement shall remain in full force and effect; provided, however, this section shall not apply to the extent that enforcement of the Contract Documents without the term would be grossly inequitable under all the circumstances or would frustrate the purposes of the Contract Documents. 156
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24. INTERPRETATION OF CONTRACT DOCUMENTS.

24.1. Governing Law, Jurisdiction, and Venue. The interpretation, validity, and enforcement of the Contract Documents shall be governed by and construed under the laws of the State of California. Any suit, claim, or legal proceeding of any kind related to this Agreement shall be filed and heard in a court of competent jurisdiction in the County of San Mateo.

24.2. Industry Standards. When Contract terms have a customary technical or trade meaning, the terms shall be interpreted in accordance with that meaning.

24.3. Standard Specifications and Codes. References to any regulations (including: standard specifications, manuals or codes of a technical society, organization or association; or laws or regulations of any governmental authority) shall mean the regulations in effect at the time of the Bid Opening, unless otherwise specifically identified in the Contract Documents.

25. ATTORNEY’S FEES. In the event any legal action is commenced to enforce the Contract Documents, the prevailing party is entitled to reasonable attorney’s fees, costs, and expenses incurred, not to exceed $10,000.

26. ASSIGNMENT AND DELEGATION.

26.1. Assignment of The Contract Documents. The Contract Documents, and any portion thereof, shall not be assigned or transferred, nor shall any of the Contractor’s duties be delegated, without the written consent of the City. Any attempt to assign or delegate the Contract Documents without the written consent of the City shall be void and of no force or effect. A consent by the City to one assignment shall not be deemed to be a consent to any subsequent assignment.

26.2. Antitrust Claims. As required by the instructions to bidders and Government Code Section 4552, the Contractor hereby agrees to assign to the City, all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Action (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. The Contractor further warrants that all goods, services, and materials provided to the City in accordance with this Contract are free and clear of all liens and encumbrances.

27. MODIFICATIONS. The Contract Documents may not be modified orally or in any manner other than by an agreement of the parties, in writing, in accordance with requirements of the Contract Documents.

28. WAIVERS. Waiver of a breach or default under the Contract Documents shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of the Contract Documents.
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29. CONFLICTS. If any conflicts arise between the terms and conditions of this Agreement and the terms and conditions of the attached exhibits or any documents expressly incorporated, the terms and conditions of this Agreement shall control.

30. ENTIRE AGREEMENT. The Contract Documents, including all documents incorporated herein by reference, comprise the entire integrated understanding between the City and Contractor concerning the Work to be performed for this Project. The Contract Documents supersede all prior negotiations, agreements, and understandings regarding this matter, whether written or oral. The Contract Documents are complementary; what is called for in one is binding as if called for by all.

To the extent that portions of the Contract Documents are not attached to this Agreement, they shall be deemed incorporated herein by reference.

31. SIGNATURES. The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute the Contract Documents on behalf of the respective legal entities of the Contractor and the City. The Contract Documents shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.

IN WITNESS WHEREOF the City and the Contractor do hereby agree to the full performance of the terms set forth herein.
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CITY OF BELMONT
By:

Afshin Oskoui, City Manager
Date:

CONTRACTOR
By:

(print name) (print title)
Date:

APPROVED AS TO FORM

Scott M. Rennie, City Attorney
By:

(print name) (print title)
Date:

FUNDING VERIFIED

Grace Castaneda, Finance Director
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INSTRUCTIONS FOR SIGNATURES – DO NOT INCLUDE WITH SIGNED CONTRACT ****************************************************************************** **********************
[PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]

CORPORATIONS
XYZ Land Development Inc,
a California corporation
By: __________________

Its: __________________
[needs to be officer from the operations side:

President, CEO, Vice President]
By: ___________________
Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – eg general manager, etc – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation

GENERAL PARTNERSHIPS
XYZ Land Development,
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a California general partnership
By: _____________________

Its: General Partner

LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership
By: _______________________
Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]
In many cases the general partner will be a corporation so the signature block would look like this:

XYZ Land Development, LP,
A California limited partnership
By: ABC Developers, Inc,
a California corporation
Its: General Partner
By: ____________________
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Its: President, CEO, VP
By: ________________________

Its: Secretary, Treasurer, CFO

LIMITED LIABILITY COMPANY
XYZ Land Development, LLC,
a California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.
162
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**************************************************************************************************** [PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]

CORPORATIONS
XYZ Land Development Inc,
a California corporation

By: __________________

Its: __________________

[needs to be officer from the operations side:

President, CEO, Vice President]

By: ___________________

Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – e.g. general manager, etc. – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation

GENERAL PARTNERSHIPS
XYZ Land Development,
a California general partnership

By: _____________________

Its: General Partner

LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership

By: _______________________

Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]

In many cases the general partner will be a corporation so the signature block would look like this:

XYZ Land Development, LP,
A California limited partnership

By: ABC Developers, Inc,
a California corporation
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REHABILITATION PROJECT
City Contract Number 2020-590
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Its: General Partner

By: ____________________

Its: President, CEO, VP

By: ________________________

Its: Secretary, Treasurer, CFO

LIMITED LIABILITY COMPANY
XYZ Land Development, LLC, a
California Limited Liability Company

By: ______________________

Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]

If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.

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PERFORMANCE BOND Bond No. ___________
WHEREAS,___________________________________________ (“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit performance security.

NOW, THEREFORE, Principal and _______________________________________ (“Surety”), are hereby held and firmly bound unto the City in the amount of $__________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) performs the covenants, conditions, and obligations of the Agreement, including the obligation to indemnify, defend, and hold harmless the City, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.

The Surety’s obligation under this bond shall arise after the City has provided written notice to the Surety, at the address set forth below, of the Principal’s default under the Agreement, and the Principal’s failure to cure the default in accordance with the terms of the Agreement.

The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.

In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.

IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.

Principal Surety

NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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PAYMENT BOND Bond No. ___________
WHEREAS, ___________________________________________(“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit payment (labor & material) security for the benefit of all “Claimants”; and the term “Claimants” is defined as any of the persons named in California Civil Code Section 3181, or their assigns.

NOW, THEREFORE, Principal and _________________________________ (“Surety”), are hereby held and firmly bound unto the City, and all Claimants, in the amount of $_________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) and all of its subcontractors pay: (a) all Claimants, and (b) all amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Agreement, and (c) all amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor; then this obligation shall become and be null and void; otherwise it shall remain in full force and effect.

The Surety’s obligation under this bond shall arise, and the Surety shall make appropriate payments, after the Surety has received written notice, at the address set forth below, of the Principal’s failure to make payment in accordance with the obligations of the Agreement or this bond. This bond shall inure to the benefit of the City and Claimants, as to give a right of action to any Claimant or their assigns in any suit brought upon this bond. In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond. The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.

IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.

Principal Surety

NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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169
City of Belmont Contract Documents
Project: San Juan Pump Station & Force Main Rehabilitation Project City Contract Number 2026-645
Maintenance Bond 1 of 1

MAINTENANCE BOND
(To be executed after acceptance of project by the City Council)

KNOW ALL MEN BY THESE PRESENTS, that we, ______________________ as Principal, and ___________________________________, as Surety, are held and firmly bound unto the City of Belmont (hereinafter called the Obligee), in the penal sum of ____________________________________________ Dollars ($___________) for the payment of which, well and truly to be made, we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has heretofore entered into a contract with the Obligee for the _____________________________________Project, City Contract No.______________; and,
WHEREAS, the work called for under the contract has now been completed and accepted by Obligee;
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the Principal shall for a period of one (1) year from and after the date of the completion and acceptance of the contract indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship that may be discovered within the period aforesaid, then this obligation shall be void; otherwise to remain in full force and effect.

All suits at law or proceedings in equity to recover on this bond must be instituted within twelve (12) months after the expiration of the maintenance period provided for herein.

Principal: _______________________ Surety: _______________________ Corporate Seal (where appropriate) Corporate Seal (where appropriate)

_______________________________ _______________________________ Authorized Signature Authorized Signature

_______________________________ _______________________________ Printed name and title Printed name and title

_______________________________ _______________________________ Date Date

_______________________________ _______________________________ Street Address Street Address

_______________________________ _______________________________ City, State, Zip Code City, State, Zip Code
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City of Belmont Contract Documents
Project: San Juan Pump Station & Force Main Rehabilitation Project City Contract Number 2026-645

ALTERNATIVE CLAUSES

1. Identification of Plans. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Bids, these Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, the Special Provisions , and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also referred to as “Plans”).

2. Truck Routes. Pursuant to City ordinances, use only authorized truck routes. Additional information is listed below:

The following streets are hereby declared to be truck routes for the movement of vehicles including loads in excess of EIGHT (8) TONS:
 All of Old County road within the City
 O’Neill Avenue from its intersection with Old County Road to its intersection with Kedith Street
The following truck traffic routes shall be limited to a maximum gross weight, including load, of THIRTEEN (13) Tons:
 All of Ralston Avenue
The maximum combined total vehicle weight, plus load, on all remaining streets shall not exceed Eight (8) Tons.

REQUIREMENT FOR PUBLIC NOTIFICATION
If more than fifty (50) yards of material will be hauled, the permit applicant shall be required to notify all property owners within a three hundred (300) foot radius of the date and time that the hauling will take place. (Belmont City Code Section 14-94(f)).

Alternate Improvement Security Clauses for Agreement Section 13:

Warranty security in the amount of 10 % of the Contract Amount (in the form of the Faithful Performance security) to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).

Alternate Insurance Clauses for Agreement Section 14:

Risk Management may require additional insurance coverage (e.g., $3,000,000 for commercial general liability).

Deductibles and Self-Insured Retentions. Any deductibles (including any self-insured retentions) must be declared to and approved by the City.

If the amount of the deductible for commercial general liability is greater than $______, the Contractor shall either: reduce the deductible to an amount less than or equal to 171
$_____, or the Contractor shall procure a bond in an amount sufficient to guarantee payment of claims wit
hin the deductible amount (including losses and related investigations, administr ation and defense expenses).

If the amount of the deductible for property insurance is greater than $______, the Contractor shall either: reduce the deductible to an amount less than or equal to $_____, or the Contractor shall procure a bond in an amount sufficient to guarantee payment of claims within the deductible amount (including losses and related investigations, administration and defense expenses).

Alternative Clauses 1 of 1
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GENERAL CONDITIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-645
San Juan Pump Station & Force Main Rehabilitation Project G.C. 1 STANDARD SPECIFICATIONS
The State of California Department of Transportation Standard Specifications “Caltrans Standard Specifications” (2025) in conjunction with Standard Specifications for Public Works Construction “Greenbook” (2025) shall be the referenced standard specifications for this contract. All work shall conform to the aforementioned standard specifications, including General Conditions, Special Provisions and Technical Specifications, unless otherwise specified in the Contract Documents.

G.C. 2 DEFINITIONS
“City of Belmont,” the “Contractor,” and the “Contract Documents” are identified in the Standard Contract Agreement. The “City of Belmont” and the “Contractor” include their authorized representatives and are treated throughout as if each were singular in number and neuter in gender. “Contractor” includes its surety. Whenever in the Standard Specifications and Contract Documents the following terms are used, they shall be understood to mean and refer to the following:

A. Agency/City The City of Belmont, California
B. Engineer/The Director of Public Works and his authorized representatives.

G.C. 3 ENGINEER
The Engineer shall act as the City’s representative during the construction period. He shall determine the amount, quality, acceptability and fitness of parts of the work and interpret the Contract Documents. The Engineer will make visits to the site and determine if the work is proceeding in accordance with the Contract Documents. No act or omission of the Engineer shall relieve the Contractor of the duty to proceed with the work in strict conformity with the Contract Documents.

At least one week prior to the start of work, the Contractor shall furnish to the Engineer a Schedule of Work showing the Contractor’s planned sequence of operations. Such schedule shall be subject to the review and approval of the Engineer. No work shall be done until the Contractor and the Engineer have agreed to the schedule to be followed by the Contractor.

Upon request, the Engineer shall reduce to writing any oral order, objection requirement or determination. All communications to the City by the Contractor shall be via the Engineer.

Whenever the Engineer’s approval is requested, it shall be in writing only.

In accordance with Belmont’s Construction Noise Ordinance, work within the City’s right of way shall be done during normal working hours of 8 am to 5 pm, Monday through Friday.

The Contractor shall hand deliver written notification to the Engineer prior to any emergency overtime, weekend or holiday. The sum of the City Inspector’s pay for inspection of overtime weekend or holiday work performed will be deducted from any moneys due to the Contractor. 173
Overtime is defined as work in excess of 8 hours in a day. The Contractor, and not the Engineer, shall be responsible for the construction means, controls, techniques, sequences, procedures and construction safety.

As stated elsewhere, amounts shown in the Proposal and Contract as to quantities are estimates only. From time to time, the Engineer shall direct the Contractor as to the prosecution of the work in such manner as to increase or decrease such estimates as to the work actually to be done.

The Contractor shall comply with such instructions and shall be paid only for work actually done based on the unit prices set out in the Contract.

G.C. 4 AWARD AND EXECUTION OF CONTRACT
The right is reserved to reject any bids if the Engineer is not satisfied that the bidder is fully qualified to carry out the terms of the Contract.

G.C. 5 PROTECTION
At his expense the Contractor shall:

A. Protect all utilities from damage and not disturb such utilities without approval of the governing agency. Contact Underground Service Alert (USA) at 1-800-227-2600 at least 48 hours prior to commencing excavations.

B. Work with the respective utility companies to assure proper reconnection and relocation of such services. The Contractor is expected to include the cost of working with these utility companies in the price bid for the work involved.

C. Take every precaution against injuries to persons or damage to property.

D. Comply with regulations governing the use of the property. The Contractor shall furnish the City with a copy of written permission from the property owner to the Contractor prior to using private property for any storage of materials, equipment or debris.

E. Store and suitably protect its apparatus, equipment, materials, and supplies in an orderly fashion on site.

F. Place on the work only such loads as are consistent with the safety of the work.

G. Effect all cutting, fitting, or patching or its work required to make it conform to the Plans and Specifications and interrelated with other improvements but, except with the consent of the Engineer, shall not cut or otherwise alter existing improvements.

H. Protect and preserve established benchmarks and monuments, make no changes in the location of such without the prior written approval of the City, and replace and relocate any which may be lost or destroyed or which require shifting because of necessary changes in grades or locations. All replacement and relocation work shall be accomplished only after approval of the City and under the direct supervision and instructions of the Engineer.

I. Before final payment, remove all surplus material, false work, temporary structures, debris, and similar matter resulting from its operation from the site and put the site in an orderly condition.
174
J. Construct, operate and maintain all passageways, guard fences, lights, barricades and other facilities required for protection by state or municipal laws and regulations and local conditions during the course of the work.

K. Guard the City’s property from injury or loss.

L. Take all reasonable precautions for dust and noise control and generally conduct operations so as not to constitute a nuisance.

M. Protect existing signs, fences, asphalt pavement, concrete curb, and gutter and other highway facilities which may be encountered in the roadway. The replacement or repair of any facilities which the City deems necessary as a result of the Contractor’s operations shall be done by the Contractor at its own expense and to the satisfaction of the City.

G.C. 6 VALUE ENGINEERING
The City is receptive to proposals from the Contractor identifying ways to reduce project costs and will share 50% of the cost savings with the Contractor if the proposal is accepted. The City encourages the Contractor to submit cost saving proposals on construction methods, products or materials that are equal to, or better than, what is specified by the project plans or specifications.

The City is not obligated to accept and implement the proposal; however, if the City does accept the proposal for implementation, the City will share 50% of the cost savings with the Contractor.

The cost savings shall be limited to the project for which the proposal is made. The City retains the right to implement the Contractor’s proposal on future projects without obligation to sharing the future cost savings. The cost saving/value engineering program is administered by the City in accordance with California Public Contract Code Section 7101.

G.C. 7 CHANGES IN THE WORK
The City shall have the right to make any reasonable changes in the project plans or quantities determined to be necessary or expedient. In case such changes increase or diminish the work shown, the Contractor shall be paid for the work actually done at a mutually agree upon adjustment to the Contract price, based upon the accepted Bid Proposal or according to the provisions of Paragraph 7, Changes in Work. The Contractor shall not be entitled to extra payment, nor shall any claim be made on account of anticipated profits on the work that may be omitted.

G.C. 8 CHANGES IN CONTRACT PRICES
Whenever corrections, alterations, or modifications of the work under this Contract are ordered by the Engineer and increase the amount of work to be done, such added work shall be known as extra work; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as work omitted.

The difference in cost of the work affected by such change will be added to or deducted from the amount of said Contract price, as the case may be, by a fair and reasonable valuation, which shall be determined in one or more of the following ways:
a. By agreed lump sum
b. By agreed unit prices
c. By Force Account
If neither a nor b methods can be agreed upon and the Contractor receives written order to make such changes, the Contractor shall be compensated by Force Account for his actual necessary 175
costs, including labor, material, and equipment rental, as determined by the Engineer, plus a negotiated fixed fee for profit and such overhead items as home and branch office expenses, general expenses, general superintendence, indirect labor, and licenses. The negotiated fixed fee shall not exceed fifteen percent (15%) of actual necessary direct costs.

In addition to the actual cost of labor, the amount due the Contractor shall include the cost of compensation insurance, contributions made to the State as required by the provisions of the Unemployment Reserve Act, Chapter 352, Statutes of 1935, as amended; and for taxes paid the Federal Government, as required by the Social Security Act, approved August 14, 1935, as amended to date, plus other payments the Contractor must make to, or on behalf of, the workers.

For use of equipment owned by the Contractor, the rental rates therefore shall be based upon the current prices prevailing in the locality, not to exceed the rates promulgated by the California (State) Department of Transportation in effect at the time the work was performed.

It is understood that labor, materials, and equipment may be furnished by the Contractor, or by the subcontractor, or by others on behalf of the Contractor. When the work is performed by other than the Contractor’s organization, the Contractor shall reach an agreement with such other forces as to the distribution of payments made for such, and no additional payment therefore will be made by the City.

When Force Account work is performed by a bona fide and approved subcontractor, the negotiated fixed fee markup is limited to ten percent (10%) for the subcontractor, and five percent (5%) for the prime Contractor, on the performing subcontractor’s actual costs, and no markup will be allowed for any intermediary subcontractor between the performing subcontractor and the prime Contractor.

All labor furnished on Force Account work shall be adjusted daily upon report sheets, furnished by the Contractor and signed by both parties, which daily report sheets hall thereafter by considered the true record of Force Account labor provided.

In order that a proper estimate may be made by the Engineer of the net cost of labor and materials entered into Force Account work, in accordance with the procedure hereinbefore stated, the Contractor shall furnish weekly an itemized statement of materials and labor supplied together with the cost of such material and the wages paid, and shall furnish vouchers for quantities and prices of such labor, material, or work. In case the Contractor fails to comply with the above provisions, he shall have no claim for compensation against the City.

City reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor’s attention is especially called to the fact that he shall be entitled to no claim for damages for anticipated profits on any portions of work that may be awarded to others.

When the Contractor considers that any changes ordered involve extra work that the Engineer has not recognized as such, he shall immediately notify the Engineer in writing as to when and where alleged extra work is to be performed. If the Engineer directs by written order that the alleged extra work be performed, the Contractor shall comply, and shall make claim for compensation therefore each month not later than the 20th day of the month during which the work claimed to be extra work was performed, and he shall submit a weekly complete statement 176
of materials used and expenses incurred on account of extra work performed, showing allocation of all materials and expenses. All such claims shall state the date of the Engineer’s written order.

Unless such notification is made in writing and unless complete statements of materials used and expenses incurred on account of such alleged extra work are furnished as above required, the Contractor shall not be entitled to consideration for payment for alleged extra work, and any future claims for compensation for such alleged extra work shall be invalidated.

G.C. 9 BRAND OR TRADE NAME - SUBSTITUTE OF EQUALS
Reference is made in Section 3400 of the California Public Contracts Code, which is by this reference incorporated herein with like effect as if here set forth in full.

If a potential bidder believes he knows of an equal to a specified brand or trade name which is not mentioned in the Contract Documents, then such potential bidder may so advise the Engineer of such fact, giving all relevant information. If appropriate, an Addendum will be issued as to the alleged equal provided that such issuance may be accomplished at least 5 days before the time fixed for opening bids.

Unless the subject article or product is expressly designated for matching others in use in a particular public improvement either completed or in the course of completion, any bidder may, as part of its bid proposal, include a request for substitution of an item equal to any specified brand or trade name. At the preconstruction meeting, the Contractor may submit to the Engineer data substantiating such a request, and the difference, if any, in cost. The Engineer shall promptly investigate the request and make a recommendation to the City as to equality.

The City shall promptly determine where the substitute is equal in every respect to the item specified, and approve or deny the request accordingly, and shall notify the Engineer of the determination made, who shall advise the Contractor in writing of the decision. Unless the request is granted, substitution will not be permitted. In accordance with Section 3400 of the California Public Contracts Code, the Contractor shall be provided a period of not less than 35 days after the award of contract for submission of data substantiating a request for a substitution of “an equal” item.

The City has identified standardized pump station equipment and materials as listed in Appendix of the Technical Specifications. The Contractor shall supply the specific make and model of the standardized equipment as listed in the technical specifications and in Appendix to the Technical specifications, no other products will be considered “an equal”.

Nothing herein shall authorize a change in the Contract price or prevent the use of change order in the manner provided elsewhere in the Contract Documents.

G.C. 10 FINAL INSPECTION, ACCEPTANCE AND NOTICE

OF COMPLETION
Upon written notice from the Contractor that the entire work required by the Contract Documents is complete and that all submittals required by him are made, and after the Contractor has delivered the bonds, certificates of inspection, proof of insurance, guarantees, warranties, releases, and other documents, all as required by the Contract Documents or by law, a post construction conference will be held to review the work and resolve any unsettled matters. 177
Present at the conference shall be the Engineer, the Inspector, the Contractor, and the Contractor’s Superintendent. Following this conference, Engineer will make a final inspection, the Contractor, and the City will notify the Contractor in writing of any deficiencies in the submittals and other documents required of him. The Contractor promptly shall make such corrections as are necessary to remedy all defects or deficiencies. After the Contract has completed any such corrections to the satisfaction of the City, the City will issue a written final acceptance of the work and file any notice of completion required by law or otherwise.

Final Inspection will be in two phases: a semi-final inspection by the Construction Inspector and the Contractor; and a final inspection, including representatives of the City, the Contractor, and any State or County agency. At the conclusion of the semi-final inspection, the Construction Inspector will provide the Contractor, in writing, a “punch list” of items requiring completion of remedial work. The Contractor shall rectify all matters on the “punch list” before making his formal request, in writing, for Final Inspection. Upon completion of the final inspection, if further completion or remedial work is determined to be necessary, the Engineer shall transmit to the Contractor a final list of items for remedial attention. After final inspection, the City Council will adopt a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted.

G.C. 11 GUARANTEE AND WARRANTY OF WORK
The Contractor shall submit all products and materials to be used to the Engineer for approval.

The Contractor shall provide a list of submittals at the pre-construction conference.

Notwithstanding inspections and acceptance by the City of work furnished under this contract, the Contractor warrants to the City that all materials and equipment furnished under the contract, including that provided pursuant to change orders, will be of good quality and new, that the work will be free from defects in material or workmanship and that the work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.

This warranty by the Contractor is in addition to any warranties or guarantees required by the special provisions or technical specifications for specified items of equipment or materials. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained such separate warranties furnished by manufacturers or suppliers.

If, within one year after the date of final acceptance of the work by the City, any of the work is found not to be in accordance with the Contract Documents the Contractor shall correct it promptly after written notice from the City to do so, and pay for any damage to other property resulting from such non-conforming work. If the Contractor fails to make the repairs or replacements promptly, or in any emergency when delay could cause risk or damage or loss, the City may have the non-conforming work removed, replaced or corrected at the expense of the Contractor and his surety. If the amount of the performance bond is insufficient to cover such work, the Contractor shall be liable to pay any such deficiency on demand by the City.

Nonconforming work which is remedied under this Section shall be subject to an extended warranty obligation for a period of one year after the non-conforming work has been remedied. 178
All workmanship performed, and materials/equipment installed, as part of this contract shall be guaranteed for a period of one year, commencing upon issuance of the Notice of Completion for the work under this contract.

G.C. 12 CITY’S RIGHT TO STOP WORK OR TERMINATE THE CONTRACT The City, without prejudice to such other right, remedy or relief it may be entitled to, may by giving ten (10) days notice to the Contractor, terminate the employment of the Contractor and it his right to proceed, if:

A. The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors.

B. A receiver or liquidator is appointed for the Contractor or any of its property.

C. The Contractor shall refuse or fail after Notice of Warning from the City by the Engineer to supply sufficient properly skilled workmen or suitable materials.

D. The Contractor fails to prosecute the work with such diligence as will insure its completion within the stipulated time period.

E. The Contractor shall fail to make payments to persons supplying labor or materials for the work.

F. The Contractor does not comply with applicable law or instructions of the Engineer.

G. The Contractor is otherwise guilty of a substantial violation of any provision of the Contract Documents.

If the City determines that the Contractor has failed to perform any of its obligations under the Standard Contract Agreement or to otherwise comply with the Standard Contract Agreement, then, in addition to all other remedies provided by law, City may terminate the Standard Contract Agreement immediately upon written notice to the Contractor provided, however, that if the City’s determination of the Contractor’s failure to perform under or comply with the Standard Contract Agreement can be cured by Contractor within thirty (30) days from the date that City discovers Contractor’s failure to perform or comply, then the City may provide Contractor with a notice of Contractor’s failure to perform or comply and provide Contractor with a definite period of time, to be specified in the notice and not to exceed a maximum period of thirty (30) days from the date of the notice, to cure. Failure to perform or comply to City’s satisfaction within the definite time period specified in the notice are grounds for termination by City.

The City Manager is empowered to terminate the Standard Contract Agreement and issue the notices provided for in this Section on behalf of City. In the event of termination, the Contractor shall immediately cease all work being performed under the Standard Contract Agreement.

Termination of the Standard Contract Agreement by City shall constitute the withdrawal of any consent or authorization of City for Contractor to perform any construction or other work under the Standard Contract Agreement in the public right-of-way or on public property, excepting only that work necessary to leave all work site areas in a clean and safe condition.

The City’s right to terminate may be for the entire work, or at the City’s option, as to any portion thereof as to which delay shall have occurred or breach or miscompliance related, and may thereupon take possession of the entire work or portion thereof. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance shall exceed the expense of completion, and other damage, expense or loss of the City 179
occasioned by the Contractor’s failure to properly perform, the Contractor shall pay such excess.

If such expense and damage exceeds the unpaid balance, the Contractor is liable to the City for the excess. If the City elects to proceed under this Section, it may take possession of and utilize in completing the work such materials, supplies, pain and equipment on site which may be necessary or convenient for the purpose of completing the work. The City is expressly granted the right, acting via an Engineer or otherwise, to operate equipment and machinery on site for the purpose of determining whether it has a basis for proceeding under this Section.

G.C. 13 PAYMENT AND MONTHLY ESTIMATES

1. Schedules, Reports and Records As stated in Section 9-2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor is required to submit to the Engineer for approval, a schedule of values for bid items. Lump Sum bid items are to be broken out into appropriate segments to create the schedule. This is to be integrated with the project work schedule and submittal schedule. These schedules will be used in the evaluation of Contractor Progress Payment Requests to the City.

2. Pay Period On or immediately after the first day of each month, the Contractor is to submit to the Engineer a “Request For Progress Payment.” This request is to be for work performed and for materials on the site up to and including the last day of the month. The Request For Progress Payment is to be submitted on a “Payment Application and Certificate” form (CP-14).

3. Retentions Pursuant to Section 9-3.2 of the Specifications, 5 percent of each month’s amount earned by the Contractor will be retained by the City until 50 percent of the contract work is completed. At that point, at the Engineer’s discretion, if work is proceeding satisfactorily, retention may be discontinued except for the amount previously retained. Pursuant to Section 9-3.2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor may elect to place sufficient acceptable securities with the City or in an escrow account, in lieu of the Engineer’s retention of the funds. Earnings from such an escrow account shall accrue to the benefit of the Contractor. All procedures and documentation shall be as provided by State Law.

4. Preparation and Processing of Monthly Progress Payment Requests Each monthly progress payment shall be submitted on a copy of the form “Payment Application and Certificate” (CP-14). It shall be prepared and certified by the Contractor and submitted to the Engineer, on or immediately following the last day of the month. It shall include the Contractor’s itemization, prepared in a format approved by the Engineer and including the approved schedule of values. The “Payment Application and Certificate” (Form CP-14) shall be signed by an authorized representative of the Contractor.

Preparation of the request for progress payment should be preceded by consultation between the Contractor and the Engineer to determine acceptable percentages of completion for items in the Schedule of Values for which work has been performed. The extension of the total amount due per Schedule Item should agree with the percentage of completion. This may necessitate expressing the percentage figure to four decimal places. 180
Pursuant to Section 9-3.3 of the Specifications, requests for payments for materials on the site shall be accompanied by invoices, bills of sale, delivery tickets or other documentation that establishes the City’s title and the value of materials for which payment is requested.

Requests for payment of Change Orders authorized by the City shall be accompanied by signed daily work orders for labor, equipment and materials if performed on a time and material basis.

These are to be submitted on “Cost of Work Record” forms (CP-18).

The Engineer will review the request, check all mathematical entries, percentages and extension, and when satisfactory, will transmit the Form CP-14 to the Director of Public Works with recommendation for payment. Upon approval, the Engineer will submit, the progress payment request to the City’s Finance Department for payment to the contractor. Payment will then be issued to the Contractor by the City, with retention of a portion of the funds by the City, as indicated above. If a retention securities escrow account has been established, the City will make 100% payment of the approved monthly progress payment.

Upon satisfactory completion of the Contract work, and official acceptance by the City, the retained amount will be paid to the Contractor by City, or the City will authorize the release of impounded securities to the Contractor, all subject to the provisions of Section 9-3.1 of the Specifications.

G.C. 14 FAILURE TO COMPLETE THE WORK IN THE TIME AGREED UPON
It is agreed by the parties to the Contract that time is of the essence; and that in the case all the work is not completed before or upon the expiration of the time limit set forth, damage will be sustained by the City and it is, therefore, agreed that the Contractor will pay to the City as damages the amount of the actual damage as determined, due to the failure to complete the work in the time agreed upon. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the contract and which accrue during the period of such delay, except that the cost of final surveys and preparation of the final estimate shall not be included in such charges. The expenses and damages described above shall be deducted from any money due the Contractor under this contract; the Contractor and his sureties shall be liable for any such excess cost.

The Contractor shall not be deemed in breach of its contract and no forfeiture due to delay shall be made because of any delays in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of the Contract, provided the Contractor requests an extension of time in accordance with the procedures set forth in Section 6-6 of the Standard Specification for Public Works Construction “Greenbook” (latest edition).

Unforeseeable causes of delay beyond the control of Contractor shall include acts of God, acts of a public enemy, acts of the government, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and weather, or delays caused by failure of the City or the owner of a utility to provide for removal or relocation of existing utility. Failure of the Contractor, its agent, servants, employees, officers, subcontractors, directors, or of any party contracting to perform part or all of the work or to supply any equipment or materials shall not be excusable delays.

Excusable delays (those beyond Contractor’s control) shall not entitle the Contractor to any 181
additional compensation. The sole remedy of the Contractor shall be to seek an extension of time.

G.C. 15 FINAL ACCEPTANCE, RECORDING AND PAYMENT
Upon satisfactory completion of the contractor work or designated phase thereof, and receipt, by the City, of required releases and the “Contractor’s Certificate of Release and Request for Final Payment” (CP-20), the acceptance process is as follows:

1. The Engineer recommends to the City Manager and the City Council that the contract work, or designated phase thereof, is substantially complete and ready for acceptance by the City.

2. The City Council adopts a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted. The resolution directs the City Clerk to do the following:
(a) Issue a “Notice of Substantial Completion” (Form CP-21) to the Contractor. (b) File with the County Recorder of the County of San Mateo a “Notice of Completion of Contract” (Form CP-22). Filing not to occur until after certification by the Engineer to the City Clerk that all required “punchlist” items have been satisfactorily remedied by the Contractor. On the date established in the “Notice of Completion” the Contractor’s required one-year warranty period will commence, and the City will assume operational responsibility for the completed facilities.

3. Upon issuance of the “Notice of Substantial Completion” to the Contractor, the City will make final payment to the Contractor of the amount remaining after deducting all prior payments and deducting all amounts to be kept or retained by City under the provisions of the contract documents.

4. If all “punch list” items have been satisfactorily remedied, then within ten days of the City Council adoption of the resolution determining the contract work, or designated phase thereof, completed and accepted, the City Clerk will file with the County Recorder the “Notice of Completion of Contract.” If a “punchlist” of remedial work remains to be performed by Contractor, then provisions of Section 2.b, above, shall govern as to the time of filing the “Notice of Completion of Contract.”

5. A period of thirty-five (35) calendar days will elapse from the date of filing of the “Notice of Completion of Contract” with the County Recorder before the final payments of retained amounts will be made to the contractor.

6. If no stop notices are received by the City within the stated 35-day filing period, the City will issue final payment of retained amounts for the contract work, or designated phase thereof, to the contractor. If any stop notice is received by the City within the 35-day waiting period, it will be referred to the City’s legal counsel and final payment of retained amounts will be deferred or adjusted in accordance with advice of legal counsel, until such stop notice matter has been satisfactorily resolved.

G.C. 16 RESOLUTION OF DISPUTES
The City of Belmont incorporates the provisions of Chapter 1414 of the State Public Contract Code (A.B. No. 4165) as part of its plan and specifications for the resolution of construction 182
claims through arbitration. A summary of its provisions are included in the modification to the Standard Specifications which the Contractor is directed to read. The Contractor is also directed to review the entire Statute, Chapter 1414, Section 20207.4 and Section 20104 of the Public Contract Code.

The City’s records setting forth the fair and reasonable cost of repairing, replacing, rebuilding or reasonable cost of repairing, replacing, rebuilding or restoring any damage or defects when performed by one other than the Contractor shall be binding and conclusive as to the amount thereof upon the Contractor.

G.C. 16.1 CONTRACT INTERPRETATION BY THE ENGINEER
Questions regarding the meaning and intent of the Contract Documents shall be referred in writing by the Contractor to the Engineer. The Engineer will respond to the Contractor in writing with a decision.

G.C. 16.2 CLAIMS
G.C. 16.2.1 NOTICE
If the Contractor disagrees with the Engineer’s decision in G.C.16.1, Contract Interpretation by the Engineer, or in any case, where the Contractor deems additional compensation or a time extension to the contract period is due him for work or materials not covered in the contract or which the Engineer has not recognized as extra work, the Contractor shall notify the Engineer, in writing, of his intention to make claim. Claims pertaining to decisions provided in G.C.16.1 shall be filed in writing to the Engineer within five (5) days of receipt of such decision. All other claims notices for extra work shall be filed in writing to the Engineer prior to the commencement of such work. Written notice shall use the words “Notice of Potential Claim.” Such Notice of Potential Claim shall state the circumstances and the reasons for the claim, but need not state the amount.

Additionally, no claim for additional compensation or extension of time for a delay will be considered unless provisions of G.C.7, Changes in the Work; G.C.8, Changes in Contract Prices; and G.C.25, Termination of Contract by Contractor of these General Conditions, are complied with. No claim filed after the date of final payment will be considered.

It is agreed that unless notice is properly given, the Contractor shall not recover costs incurred by him as a result of the alleged extra work, changed work or other situation which had proper notice been given would have given rise to a right for additional compensation. The Contractor should understand that timely notice of potential claim is of great importance to the City, and is not merely a formality. Such notice allows the City to consider preventative action, to monitor the Contractor’s increased costs resulting from the situation, to marshall facts, and to plan its affairs. Such notice by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim.

G.C. 16.2.2 SUBMISSION OF CLAIM COSTS
Within thirty (30) days after the last cost of work for which the Contractor contends additional compensation is due, but if costs are incurred over a span of more than 30 days, then within fifteen (15) days after the thirtieth day and every month thereafter, the Contractor shall submit to 183
the Engineer the costs incurred for the claimed matter. Claims shall be made in itemized detail satisfactory to the Engineer in content, detail and format of presentation. If the additional costs are in any respect not knowable with certainty, they shall be estimated. If the claim is found to be just, it shall be allowed and paid for as provided in G.C.7, Changes in the Work.

G.C. 16.2.3 CLAIM MEETINGS
From time to time the Engineer may call special meetings to discuss outstanding claims. The Contractor shall cooperate and attend, prepared to discuss outstanding claims, making available the personnel necessary for claim resolution, and providing documents reasonably requested by the Engineer.

G.C. 16.3 RESOLUTION OF CLAIMS
For all contracts awarded during the effective dates of Public Contract Code Section 20104, where claims cannot be resolved between the parties, claims for three hundred and seventy-five thousand ($375,000) or less shall be resolved pursuant to the provisions of that code section, which is summarized in G.C.16.3.1 and 16.3.4 are applicable; however, G.C.16.3.5, Civil Action for claims less than $375,000 is not applicable.

G.C. 16.3.1 CLAIMS LESS THAN $50,000

1. For claims of less than fifty thousand dollars ($50,000), the Engineer shall respond in writing to written claims within 45 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.

2. If additional information is thereafter required, it shall be requested and provided pursuant to this section, upon mutual agreement of the City and the Contractor.

3. The Engineer’s written response to the claim, as further documents, shall be submitted to the Contractor within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the Contractor in producing the additional information, whichever is greater.

G.C. 16.3.2 CLAIMS GREATER THAN $50,000

1. For claims of over fifty thousand dollars ($50,000), the Engineer shall respond in writing to all written claims within 60 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.

2. If additional information is thereafter required, it shall be requested and provided pursuant to this paragraph, upon mutual agreement of the City and the Contractor.

3. The Engineer’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
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G.C. 16.3.3 CLAIM CONFERENCE
If the Contractor disputes the Engineer’s written response, or if the Engineer fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the Engineer’s response or within 15 days of the Engineer’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City shall schedule a meet and conference within 30 days for settlement of the dispute.

G.C. 16.3.4 CLAIM FILING
If following the meet and conference described in G.C.16.3.3, Claim Conference, the claim or any portion remains in dispute, the Contractor may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to G.C.16.2, Claims, until the time the claim is denied, including any period of time utilized by the meet and conference.

G.C. 16.3.5 CIVIL ACTIONS FOR CLAIMS LESS THAN $375,000 The following procedures are established for all civil actions filed to resolve claims for less than three hundred seventy-five thousand dollars ($375,000).

1. Within 60 days, but not earlier than 30 days, following the filing or responsive pleading, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

2. If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that Code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (b) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under the chapter, also pay the attorney’s fees on appeal of the other party.

G.C. 16.3.6 UNRESOLVED ISSUES
Unless this contract provides otherwise, all claims, counterclaims, disputes, and other matters in question between the City and the Contractor that are not resolved between the City and the Contractor and are not governed by Public Contract Code 20104 shall be decided by a court of competent jurisdiction. Arbitration shall not be used for resolution of these disputes. Should 185
either party to this Agreement bring legal action against the other, the case shall be handled in the California County where the work is being performed.

G.C. 16.4 RECORDS OF DISPUTED WORK
In proceeding with a disputed portion of the work, the Contractor shall keep accurate records of its costs and shall make available, to the Engineer, a daily summary of the hours and classification of equipment and labor utilized on the disputed work, as well as a summary of any materials or any specialized services which are used. Such information shall be submitted to the Engineer on a monthly basis, receipt of which shall not be construed as an authorization for or acceptance of the disputed work.

G.C. 17 DOCUMENTS OF CONTRACTOR
Upon demand, the Contractor shall make available to the City all documents in its possession relevant to the work accomplished or to be accomplished or any demand or claim of the Contractor as to the City. This includes copies of documents sent by the Contractor to others relevant to the work. The Contractor shall further make available to the City conformed copies of all documents submitted to the sureties who executed indemnification made to such surety by others for such purpose. The Contractor shall maintain in its possession all documents to the work for three years after Notice of Completion.

G.C. 18 PROJECT SAFETY AND RESPONSIBILITY OF CONTRACTOR TO

ACT IN AN EMERGENCY
The Contractor shall take all responsible precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to:

1. All employees on the work and all other persons and organizations who may be affected thereby.

2. All the work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor of any of its subcontractors or sub-subcontractors.

3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structure and utilities not designated for removal, relocation, or replacement in the course of construction.

4. Vehicular and pedestrian traffic on or near the project site. These requirements shall apply continuously and not be limited to normal working hours.

The Contractor shall give all notice and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. Except where otherwise expressly required by applicable laws, the City may monitor the Contractor’s compliance with any laws or regulations.

The Contractor shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and uses of adjacent utilities.
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Full compensation for the work involved in carrying out the safety precautions shall be considered as included in the various items of work and no additional payment will be made therefor.

In case of an emergency which threatens loss or injury to property or life, the Contractor shall act without previous instructions as the situation may warrant. The Contractor shall notify the Engineer immediately thereafter. Any compensation for emergency work claimed by the Contractor, together with substantiating documentation, shall be submitted to the City via the Engineer.

G.C. 19 LABOR CODE
A. Public Works. The services to be performed under this contract are for “public works” within the meaning of Labor Code Section 1720. The Contractor must comply with the requirements applicable to public works contractors as contained in Chapter 1, Part 7, Division 2 of the California Labor Code (commencing with Section 1720) and as set forth in this section. This contract is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

B. Hours of Labor. As required by Labor Code Section 1810 and 1813, the parties stipulate as follows. Eight hours labor constitutes a legal day's work. The Contractor shall forfeit, as penalty to the City, $25 for each workman employed in the performance of the Contract by the Contractor or by any subcontractor under him for each calendar day during which such workman is required or permitted to work more than eight hours in any one day and 40 hours in any one calendar week in violation of Labor Code Sections 1810 to 1815, except that work performed by employees of the Contractor in excess of eight hours per day and 40 hours during any one week shall be permitted upon compensation for all hours worked in excess of eight hours per day at not less than one-and-one-half times the basic rate of pay.

C. Prevailing Wage. Contractor must comply with the prevailing wage requirements of Labor Code Sections 1720 to 1780. D. Wage Rates.

1. In accordance with Labor Code Section 1773.2, the City has obtained from the Director of the California Department of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed for each craft, classification, or type of worker needed to execute the contract, a copy of which is hereby incorporated by reference.

Copies of the prevailing rates of per diem wages are on file in City’s office and are available to any interested party.

2. The Contractor must post a copy of the prevailing rate of per diem wages at each job site.

3. The term “per diem wages” is defined in Labor Code Section 1773.1. E. Failure to Pay Prevailing Wages.

1. In accordance with Labor Code Section 1775, the Contractor will forfeit as a penalty to the City an amount determined by the Labor Commissioner under Section 1775 for each calendar day or portion thereof for each workman paid less than stipulated prevailing wage 187
rates for such work or craft in which such worker is employed for any work done under the Contract by the Contractor or by any subcontractor under the Contractor in violation of the provisions of the Labor Code.

2. As required by Labor Code Section 1775, the parties stipulate that the contractor and subcontractors must comply with Section 1775, and in the event of non-compliance with payment of prevailing wages to workers, the contractor or subcontractor must pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate to each worker.

3. The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his bid, and will not under any circumstances be considered as the basis of a claim against the City on the Contract.

F. Payroll Records.

1. The Contractor and each subcontractor must comply with Labor Code Section 1776 and all requirements of contractors stated therein for the maintenance, inspection and certification of payroll records.

2. The Contractor and each subcontractor must furnish electronic certified payroll records directly to the Labor Commissioner.

3. The Contract and each subcontractor must furnish certified payroll records to the City with each progress payment request.

4. The Contractor and each subcontractor who fails to timely furnish payroll records or make the records available for inspection will forfeit to the City the penalty for noncompliance set forth in Labor Code Section 1776 for their respective failure.

G. Apprentices. This subsection applies to contracts for Public Works involving $30,000 or more.

1. The contractor and each subcontractor must comply with the requirements for employment and compensation of apprentices as set for in Labor Code Section 1777.5. The prime Contractor is responsible for compliance with Labor Code Section 1777.5 for all apprenticeable occupations.

2. As required by Labor Code Section 1773.3, the City will send notice of the award of this Contract to the Division of Apprenticeship Standards within five days after award.

H. Discrimination. The contractor and each subcontractor must comply with the antidiscrimination requirements of Labor Code Section 1777.6.

I. Worker’s Compensation.
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1. In accordance Labor Code Section 1860, the contractor and each subcontractor must secure the payment of workers' compensation for their employees as required by Labor Code Section 3700.

2. Before performing the work, the Contractor must sign and file with the City, the certification required by Labor Code Section 1861.

J. Excavation Plans. As required by Labor Code Section 6705, for all public works projects in excess of $25,000 that involve excavation or trenching to a depth of five feet or more, the Contractor must submit a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation or trenching. The plan must comply with the following provisions.

1. If the plan varies from the shoring system standards, the plan must be prepared by a registered civil or structural engineer.

2. A note must be included on the plan by the registered civil or structural engineer certifying that the plan complies with the CAL OSHA Construction Safety Orders or that the plan is not less effective than the shoring, bracing, sloping, or other provision of the Construction Safety Orders.

3. If the Engineer has investigated subsurface conditions in area where the work is to be performed, these investigations are identified in the Special Provisions and the records of the investigations are available for inspection in the Public Works Department. The plan will not be accepted by the City if the plan is based on subsurface conditions which are more favorable than those revealed by the Engineer’s investigations, or if the plan is based on soils related design criteria which is less restrictive than the criteria set forth in the Engineer’s report of investigations or subsurface conditions.

4. The detailed plan must include surcharge loads for nearby embankments and structures for spoil banks and for construction equipment and other construction loadings. The plan must indicate for all trench conditions, the minimum horizontal distances from the side of the trench at its top to the near side of the surcharge loads.

5. Nothing contained in this Section shall be construed to impose tort liability on the City or any of its employees or to relieve the Contractor of the full responsibility for providing shoring, bracing, sloping, or other provisions which are adequate for worker protection.

K. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.

G.C. 20 SUPERVISION BY CONTRACTOR
The Contractor will supervise and direct the work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the work 189
in accordance with the Contract Documents. The Contractor will be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished work complies accurately with the Contract Documents. The Contractor will employ and maintain on the work site a qualified supervisor or superintendent who shall have been designated in writing by the Contractor as the Contractor’s representative at the site. The supervisor shall have full authority to act on behalf of the Contractor and all communications given to the supervisor shall be as binding as if given to the Contractor. The supervisor shall be present on the work site at all times as required to perform adequate supervision and coordination of the work. The Contractor shall not change job supervisor without written approval of the Engineer. Full compensation for conforming to the requirements of this Section shall be considered included in the contract prices paid for the various items of work and no additional compensation shall be allowed therefore.

G.C. 21 ALTERNATIVE METHODS OF CONSTRUCTION
Whenever the Contract Documents provide more than one method of construction or more than one specified type of construction equipment may be used to perform portions of the work and the Contract Documents leave the selection of the method of construction or the type of equipment to be used up to the Contractor, it is understood that the City does not guarantee that every such method of construction or the type of equipment can be successfully used throughout all or any part of any project. It shall be the Contractor’s responsibility to select and use the alternative or alternatives which will satisfactorily perform the work under the conditions encountered. In the event some of the alternatives on any project or equipment specified cannot be utilized, the Contractor shall be responsible for completing the work in a satisfactory and workmanlike manner to provide the intended service and full compensation for any additional cost involved shall be considered as included in the contract price paid for the item of work involved and no additional compensation will be allowed therefore.

G.C. 22 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance of the work. In any area visible to the public, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed weekly.

Full compensation for conforming to the provisions in this Section not otherwise provided for shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

G.C. 23 INSURANCE HOLD HARMLESS
The Contractor shall, before the commencement of work herein specified, procure and maintain in full force and effect during the life of the contract, at its sole expense, insurance as described in Section 14 of the Construction Agreement.

G.C. 24 EQUAL EMPLOYMENT OPPORTUNITY
General: The Contractor shall not discriminate in its recruiting, hiring, promotion, demotion or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, physical handicap, medical condition, or marital status in the performance of this Contract and shall comply with the provisions of the California Fair Employment and Housing Act 190
(commencing with Section 12900 of the Government Code), Federal Executive Order No. 11246 (30 Federal Register 12319), as amended, and all administrative rules and regulations issued pursuant to said Acts and Order. See particularly 41 Code of Federal Regulation (CFR) Chapter

60. The Contractor shall require each of its subcontractors to comply with the preceding paragraph and shall include in each subcontract language similar to the preceding paragraph.

Each bidder shall submit with the bid proposal a fully executed Certificate of Nondiscrimination by Contractors. Bids will not be considered unless accompanied by the completed Certificate.

A. Transactions of $10,000 and Less

1. Contracts and subcontracts not exceeding $10,000 are exempt from the requirements of this clause.

2. No Contractor or subcontractor shall procure supplied and/or services in less than usual quantities to avoid applicability of the Equal Opportunity Clause. With respect to contracts and subcontracts for indefinite quantities, the Equal Opportunity Clause shall apply unless it is determined by the City that the amount to be ordered in any one year under such contract reasonably will be expected not to exceed $10,000.

B. Transactions in Excess of $10,000, but Less Than $50,000

1. Each prime contractor shall certify that it has in effect an affirmative action plan and agrees to comply with all state and federal laws and regulations concerning Fair Employment Practices.

2. The contractor shall maintain a written copy of its affirmative action plan and will furnish a copy to the City upon request by the City. The City reserves the right, during the life of this Contract, to require the contractor to complete an affirmative action compliance report furnished by the City setting definite goals and timetables and indicating progress in meeting the goals.

C. Transactions of $50,000 or More

1. Each prime contractor who has fifty or more employees and a contract of $50,000 or more shall develop and submit to the City within thirty days of award a written affirmative action compliance program including definite goals and timetables with proposed dates of compliance. The prime contractor shall make, as a condition of its subcontract, the same requirement of each subcontractor who has fifty or more employees and a subcontract of $50,000 or more. Each contractor shall include in its affirmative action compliance program a complete table of its employees’ job classifications. This table must include, but need to be limited to, job titles, duties and rates of pay.

2. The contractor agrees to permit access to its records or employment advertisement, application forms and other pertinent data and records by the City or its designee and any state or federal agency having jurisdiction for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.

3. The City shall have the right to assign an affirmative action representative to monitor the conduct of the contractor and subcontractors under this contract. The affirmative action 191
representative shall have the right to enter the construction or manufacturing site to obtain information from persons performing work on the project, providing such inspection shall not in any way interfere with the progress of the work under contract.

G.C. 25 TERMINATION OF CONTRACT BY CONTRACTOR
The Contractor may terminate the contract upon ten (10) days calendar day’s written notice to the City whenever (1) the entire work has been suspended in accordance with these provisions for sixty (60) consecutive calendar days through no fault or negligence of the Contractor, and notice to resume work or to terminate the contract has not been received from the City within this time period; or (2) the City should fail to pay the Contractor any substantial sums due it in accordance with the terms of the contract and within the time limits prescribed. In the event of such termination, the Contractor shall have no claims against the City except for those claims specifically enumerated in these provisions and determined in accordance thereof.

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SPECIAL PROVISIONS

CITY OF BELMONT
City Contract Number 2026-645
San Juan Pump Station & Force Main Rehabilitation Project Unless otherwise noted, Section Numbers used in these Special Provisions refer to corresponding Sections in the State of California Department of Transportation 2025 Standard Specifications (“Caltrans Standard Specifications”).

Where noted, certain other Section Numbers used in these Special Provisions refer to corresponding Sections in “The GREENBOOK” Standard Specifications for Public Works Construction, 2024 Edition.

If General Conditions conflict with these Special Provisions, these Special Provisions and Technical Specifications shall prevail.

Full compensation for actions taken by the Contractor in order to comply with public health orders or advisories issued by local, County, State, or Federal government agencies shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor The Health Orders can be accessed at the San Mateo County website at https://www.smchealth.org/coronavirus .

S.P. 2-6 WORK TO BE DONE
The Contractor shall furnish all materials, equipment, tools, labor and incidentals necessary to complete the work shown on the plans and described in the specifications in a satisfactory and workmanlike manner, as more particularly described herein. The Contractor shall declare any extra work at the time and may proceed with this work only after engineer's change order has been approved in writing by the Director of Public Works.

Jobsite Maintenance
The Contractor shall perform daily clean-up operations to keep the jobsite and adjacent properties free from accumulation of waste materials and debris resulting from the Contractor’s operations. The Contractor shall deposit waste material in on-site containers or at a legal disposal area away from the site at the end of each working day.

Nothing herein shall be construed as relieving the Contractor of responsibility for final cleanup of the site as provided in Section 4-1.13, “Cleanup”, of the Caltrans Standard Specifications.

Surplus excavated material shall become the property of the Contractor and shall be disposed of outside the street right of way as required in the Caltrans Standard Specifications within 2 days of excavation. The depth of excavation shall be to such lines and grades required to reconstruct the street as shown on the plans or as directed by the Engineer.

The Contractor shall keep existing streets free from dirt and debris at all times. The Contractor shall be prepared to sweep surfaces immediately if deemed necessary by the Engineer for public 193
safety and to avoid damage to properties. If streets are not satisfactorily cleaned within 12 hours from verbal notice by the Engineer, the City will issues Stop Work Notice.

S.P. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK The Contractor shall provide a schedule of work and temporary traffic control plan (TTC Plan) ten (10) calendar days prior to the pre-construction conference and receive approval from the Engineer before starting any work. The construction schedule shall detail sufficient information to be used to notify homeowners of expected work in their area and to permit the City to schedule inspection and testing. Work shall begin within (7) seven calendar days after the Notice to Proceed is issued by the City.

A pre-construction conference will be held at the Belmont Public Works Department, 1 Twin Pines Lane, Suite 385, Belmont, California. The contractor is directed to arrange for the following:

A. Attendance

1. Contractor's Superintendent

2. Major Subcontractors

3. Others, as appropriate
B. Submittals:

1. Construction Schedule (Submit 10 calendar days in advance)

2. Temporary Traffic Control Plan (Submit 10 calendar days in advance)

3. General Notice to Residents
a. Contractor's telephone number (including 24-hour emergency contact) b. Nature of work
c. Expected duration

4. All material submittals and planned storage of equipment and materials.

5. EEO, IIPP, and Safety Policy
Prior to commencing work, the Contractor shall submit to the Engineer a copy of his construction schedule. The Contractor shall submit an updated (written) copy of the construction schedule to the Engineer on a weekly basis, during construction, subject to approval. Updates of the Schedule to reflect actual progress shall not be considered revisions to the Schedule. Since scheduling is a dynamic process, revisions to activity durations and sequences are expected on a weekly basis.

The Contractor is required to obtain a Temporary Encroachment Permit from the Department of Public Works for any work or storage of material in the public right-of-way. 194
S.P. 6-2 PROSECUTION OF THE WORK
Working hours for this project shall be from 8:00 a.m. to 5:00 p.m. Monday through Friday unless otherwise noted and except for designated legal holidays.

The designated legal holidays are:

New Year's Day (January 1)
Martin Luther King's Birthday (third Monday in January) Presidents' Day (third Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4)
Labor Day (first Monday in September)
Columbus Day (second Monday in October)
Veterans Day (November 11)
Thanksgiving Break (fourth Thursday and following Friday in November) Christmas Day (December 25).

When a designated legal holiday falls on a Saturday, the preceding Friday shall be the designated legal holiday. When a designated legal holiday falls on a Sunday, the following Monday shall be the designated legal holiday.

S.P. 6-7 TIME OF COMPLETION
Total Contract time for all work is 270 working days. Punchlist items are included in Contract time.

S.P. 6-9 LIQUIDATED DAMAGES
In accordance with Public Contracts Code, Section 10226, it is agreed by the parties to the contract that for each day, including weekends and holiday’s that completion of the work, including Punchlist items is delayed beyond the specified time will cause damage to the City of Belmont. The Contractor shall forfeit and pay to the City $4,500.00 per day for each working day in excess of the contract time.

Liquidated damages shall not apply for excusable delay, as defined in Section GC-01. However, the Contractor shall not be entitled to additional compensation as a result of the completion date being extended due to excusable delay.

S.P. 7-7 COOPERATION AND COLLATERAL WORK
The City reserves the right to perform other and additional work, by contract or otherwise, at or near the site (including materials sites) at any time by the use of other forces. Should work be underway or subsequently undertaken within or adjacent to this project, the Contractor shall cooperate with all other Contractors or other forces and conduct this work so that the operations of both suffer the least interference and delay. If there should be any disagreement between the 195
Contractors or the Contractor and the City as to the manner and order of performing work, such disagreement will be resolved by the Engineer, and his/her determination shall be final.

If the contract gives notice of other work that may affect the work of this contract, the coordination of the work shall be taken into account by the Contractor, and any resulting costs shall be considered as included in the contract items.

S.P. 7-9 PROTECTION AND RESTORATION
The Contractor is responsible for replacing damaged improvements on private property and within the street right-of-way including, but not limited to, shrubs, lawns, irrigation lines, and sidewalks, except that fences within the street right-of-way or easements may be removed only if approved by the Engineer in order to perform the work and allow the property owner to salvage materials in advance. Every effort must be made by the contractor to work around existing improvements.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor.

S.P. 7-10 PUBLIC CONVENIENCE AND SAFETY
Safety throughout the site is the Contractor's responsibility. The Contractor shall provide a safe working environment for employees and the public, meeting all standards of the State of California. All differences in grade greater than four (4) inches in any vehicular travel area shall be ramped with temporary asphalt/cutback until such time as final paving takes place. All differences greater than one (1) inch in grade in pedestrian areas shall be considered a "trip hazard" and shall be ramped with temporary AC or other acceptable means until such time as final restoration takes place. All excavations shall be covered during "non- working hours." All excavations in vehicular areas shall be covered with 3/4" thick steel plates (minimum).

Excavations in pedestrian areas shall be covered with plywood and barricades. All steel plates and plywood shall have a non-skid surface. All barricades on the project site shall be equipped with lights (in working condition).

Construction Area Signs
The Contractor shall furnish, install, maintain and remove construction area signs when no longer required in accordance with the provisions in Section "Temporary Traffic Control" of the Caltrans Standard Specifications and these Special Provisions. The base material of construction area signs shall not be plywood. Signs shall list out approximate construction dates. Contractor shall anticipate the need for four (4) signs at locations directed by the City.

The cost for construction area signs as provided herein shall be considered as included in the contract lump sum (LS) price paid for “Mobilization and Demobilization”.

Temporary Traffic Control
The Contractor shall notify the Engineer of his intent to begin work on each street at least five (5) days before work is begun on that street. The Contractor shall cooperate with local authorities relative to handling traffic through the area.
196
Notifications to the public shall be accomplished in the following manner:

1. General Notice, by mail, shall be sent to all residences along and adjacent to each street to be reconstructed 2 weeks in advance of commencement of work for that street. Such General Notice, by mail, shall be reviewed and approved by the Engineer prior to mailing. Contractor's emergency telephone number and contact individual shall be provided.

2. Contractor shall post “No Parking” signs along each street to be reconstructed at least fortyeight (48) hours in advance of commencement of work for that street; and shall arrange with the Police Department for removal of vehicles as required. “No Parking” signs may be posted without the approval of the Engineer. "No Parking" signs shall indicate the date, time (civilian hours), hours, and day of the week of the parking prohibition. The Contractor shall contact the Police Department to verify the posting of “No Parking” signs in advance.

Delays to the Contractor caused by the presence of parked vehicles will not be grounds for additional compensation or extension of time.

The minimum width of a temporary traffic lane shall be 10 feet, unless otherwise permitted by the Engineer. The full width of the traveled way shall be open for use by public traffic when construction operations are not actively in progress. No parking will be permitted in the construction area. Personal vehicles of the Contractor's employees shall not be parked on the traveled way, including any section closed to public traffic.

Temporary Traffic Control Plans
The Contractor shall provide a temporary traffic control plan (TTC Plan) for each street ten (10) calendar days prior to pre- construction conference and receive approval from the Engineer prior to commencement of work. Each TTC Plan shall clearly show how the Contractor proposes to handle both vehicular and pedestrian traffic during construction for each street.

Each TTC Plan shall include details such as follows:

A. Work area and operations for which the traffic control is proposed.

B. Hours of the day and proposed dates that the plan will be in effect.

C. Salient dimensions and features of the existing roadways.

D. Location, width, direction and turning movements of traffic for proposed traffic revisions.

E. Type, location, reference distances, spacing, etc. for such items as signs, cones, barricades, arrow boards and flagmen.

F. Conformance to the California Manual on Uniform Traffic Control Devices, CA MUTCD 2026 (January 18, 2026).

G. Conformance to the order of work requirements in these Special Provisions.

H. Conformance to all the applicable traffic control requirements specified in these Special Provisions.
197
I. Any alterations to a TTC Plan, proposed lane closures, before or after initial implementation, shall be approved in advance by the Engineer.

J. Traffic shall be maintained by complying with the approved TTC Plan and alterations, if any.

Contractor shall notify Belmont Police Dispatch (650-595-7400) and Engineer’s representative (510-760-8394) on a daily basis (as needed) at the beginning of each shift to inform them of ANY lane closure and at the end of each shift to inform them of the street opening to through traffic. Note: Contractor shall provide access for emergency vehicles at all times during his operations.

Full compensation for conforming to the provisions in this section shall be considered as included in the contract lump sum (LS) price paid for “Pedestrian and Traffic Control” and no additional compensation will be allowed therefor.
198

TECHNICAL SPECIFICATIONS
FOR

CONSTRUCTION OF

SAN JUAN PUMP STATION & FORCE MAIN

REHABILITATION PROJECT
FOR

CITY OF BELMONT, CALIFORNIA
CITY CONTRACT NO. 2026-645
April 10, 2026
2200 Range Avenue, Suite 201
Santa Rosa, CA 95403
(707) 528-4848
199
CERTIFICATION 01005- 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01005

CERTIFICATION
THE FOLLOWING SECTIONS:

Division 1 through 15 (except certified structural sections)

OF THESE TECHNICAL PROVISIONS WERE PREPARED UNDER THE SUPERVISION OF:

Curran L. Price, P.E.

California Registered Civil Engineer No. C74913
Expiration 12/31/27
Schaaf & Wheeler, Consulting Civil Engineers
2200 Range Avenue, Suite 201
Santa Rosa, California 95403
(707) 548-4848
200
CERTIFICATION 01005- 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) THE FOLLOWING SECTIONS:

Divisions 16

OF THESE TECHNICAL PROVISIONS WERE PREPARED UNDER THE SUPERVISION OF:

Thomas Frisch, P.E.

California Registered Electrical Engineer No. E15761
Expiration 9/30/26
Frisch Engineering, Inc.
13405 Folsom Blvd, Unit 600
Folsom, CA 95630
(916) 353-1025
201
CERTIFICATION 01005- 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) THE FOLLOWING SECTIONS:
01610, 01611, 03301, 03600, 04200, 05400, 05500, 05501, 06100, 08110, 08710, 09290, 11002

OF THESE TECHNICAL PROVISIONS WERE PREPARED UNDER THE SUPERVISION OF:

Timothy E. Elliott, S.E.

California Registered Structural Engineer No. S4946
Expiration 06/30/2026

Peoples Associates Structural Engineers (PASE)
2633 Camino Ramon, Suite 500
San Ramon, CA 94583
(408) 957-9220

04/08/26
202
TABLE OF CONTENTS 01010 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) DIVISION 1 – GENERAL REQUIREMENTS

SECTION
NO. TITLE
01020 CONTRACT TIME AND ORDER OF WORK
01110 SUMMARY OF WORK
01120 WORK CONSTRAINTS
01125 MEASUREMENT AND PAYMENT
01300 CONTRACTOR SUBMITTALS
01354 HAZARDOUS MATERIALS PROCEDURES
01505 MOBILIZATION/DEMOBILIZZTION
01531 TEMPORARY FLOW CONTROL
01550 TEMPORARY FACILITIES AND CONTROLS
01600 ENVIRONMENTAL PROTECTION
01610 SEISMIC ANCHORAGE AND BRACING
01611 SEISMIC DESIGN REQUIREMENTS
DIVISION 2 - SITE CONSTRUCTION

SECTION
NO. TITLE
02100 CLEARING AND DEMOLITION
02200 EXCAVATION AND BACKFILL
02260 EXCAVATION SUPPORT AND PROTECTION
02318 TRENCHING
02532 MANHOLE AND PIPE ABANDONMENT AND DEMOLITION
02700 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS
02710 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS 02720 DUCTILE IRON PIPE AND FITTINGS
02722 AGGREGATE BASE
02742 ASPHALTIC CONCRETE PAVING
02750 PAVEMENT MARKINGS
02760 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
02770 SANITARY SEWER TESTING
02772 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
02830 CHAIN LINK FENCING
203
TABLE OF CONTENTS 01010 - 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) DIVISION 3 - CONCRETE

SECTION
NO. TITLE
03000 CONCRETE WORK – GENERAL
03100 CONCRETE FORMING AND ACCESSORIES
03200 CONCRETE REINFORCING
03301 CAST-IN-PLACE CONCRETE
03400 PRECAST CONCRETE
03600 GROUT
DIVISION 4 - MASONRY

SECTION
NO. TITLE
04200 CONCRETE MASONRY UNITS
DIVISION 5 - METALS

SECTION
NO. TITLE
05400 COLD-FORMED METAL FRAMING
05501 ANCHOR BOLTS
05500 MISCELLANEOUS METAL
DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES

SECTION
NO. TITLE
06100 ROUGH CARPENTRY
DIVISION 8 - OPENINGS

SECTION
NO. TITLE
08110 METAL DOORS AND FRAMES
08310 ACCESS DOORS
08710 FINISH HARDWARE
DIVISION 9 - FINISHES

SECTION
NO. TITLE
09290 GYPSUM BOARD
09800 COATING SYSTEMS
09900 WASTEWATER STRUCTURES COATING
204
TABLE OF CONTENTS 01010 - 3
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) DIVISION 11 - EQUIPMENT

SECTION
NO. TITLE
11002 EQUIPMENT MOUNTING
11220 SUBMERSIBLE DIRECT DRIVE MIXER
11312 SUBMERSIBLE PUMPS
11424 PRESSURE FIELD INSTRUMENTS
DIVISION 13 – SPECIAL CONSTRUCTION

SECTION
NO. TITLE
13421 MAGNETIC FLOW METERS
DIVISION 15 - MECHANICAL

SECTION
NO. TITLE
15050 BASIC MECHANICAL MATERIALS AND METHODS
15052 BASIC PIPING MATERIALS AND METHODS
15061 PIPE SUPPORTS
15110 VALVES
DIVISION 16 - ELECTRICAL

SECTION
NO. TITLE
16010 ELECTRICAL GENERAL
16110 CONDUIT AND BOXES
16120 LOW VOLTAGE WIRE AND DATA CABLE
16250 AUTOMATIC TRANSFER SWITCH
16430 LOW VOLTAGE SWITCHBOARD
16450 GROUNDING
16470 PANELBOARD AND POWER TRANFORMER
16482 SOLID STATE SOFT STARTER
16600 FACORY AND FIELD TESTING
16910 PLC & OI HARDWARE
16915 PLC & OI APPLICATIONS PROGRAMMING
16940 INSTRUMENTATION
205
TABLE OF CONTENTS 01010 - 4
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

APPENDICES

SECTION
NO. TITLE

A GEOTECHNICAL INVESTIGATION, SAN JUAN PUMP STATION WET WELL AND VALVE VAULT, MARCH 2025

B STRUCTURAL EVALUATION REPORT FOR SAN JUAN PUMP STATION, MAY 23, 2025
C SAN JUAN PUMP STATION REHABILITATION, PROJECT 337B, NOVEMBER 11, 1996
D MODIFICATIONS TO SAN JUAN PUMP STATION, MARCH 9, 1977 E 2024 SAN JUAN BLVD SEWER CAPACITY IMPROVEMENTS, MAY 2024

F STANDARDIZATION OF MAJOR EQUIPMENT COMPONENTS FOR SEWER

PUMP STATIONS

G PG&E PM DRAWINGS (TO BE ADDED ONCE RECEIVED)
**END OF SECTION**
206
SUMMARY OF WORK 01110 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-646) SECTION 01110

SUMMARY OF WORK
PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. Work will take place in existing roadways, easements, landscaped areas, and in unimproved areas. The work will occur on a heavily traveled roadway and will require significant pedestrian and traffic control throughout construction. A description of work items is included below.

B. As indicated on the Project Drawings, work includes:

1. Coordination with private property owners, the City of Belmont, Mid-Peninsula Water District, Samtrans, and other agencies and utility companies as necessary to complete the work.

2. Demolition, abandonment, and modifications of existing sanitary sewer main, force main, manholes and pump station.

3. Clearing and grubbing of existing site features.

4. Construction of new sanitary sewer main and manholes.

5. Installation of new pumps, new wet well, valve vault, discharge piping, force main, and appurtenances.

6. Construction of pump station electrical controls, conduits, and pull boxes.

7. Manhole and wet well lining/coating.

8. Backfilling and paving trenches.

9. Curb, sidewalk, pavement, and fence removal and replacement.

10. Modifications and improvements of the existing pump station building.

11. Bypass pumping and/or rerouting of sewage as necessary for construction of the project per plans and specifications.

12. Dewatering and the construction of all temporary shoring required to complete the work. The Contractor shall carefully review the geotechnical report and technical specifications to clearly understand the existing conditions and requirements.

13. Stormwater pollution prevention and site protection measures.

14. Traffic and pedestrian control throughout construction.

15. Site restoration.

16. Other miscellaneous and incidental improvements for complete facilities.

1.02 WORK PLAN
A. Contractor shall submit a Work Plan for review and approval by the City, fully describing the proposed procedures to conform to the Contract Documents.

B. The Work Plan shall fully describe the planned sequence of operations for all phases of the project, list major milestones of completion, include a milestone schedule, and include a contingency plan for potential weather delays. The Work Plan shall also include submittals and procurement, including fabrication and delivery of key and long lead time items.
207
SUMMARY OF WORK 01110 - 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-646) C. Contractor shall expedite the preparation of submittals for all long lead time items, see Section 01020-1.03.

1.03 OCCUPANCY REQUIREMENTS
A. None

1.04 CITY FURNISHED MATERIALS
A. None

1.05 WORK UNDER OTHER CONTRACTS
A. None

1.06 REFERENCE DOCUMENTS
A. The City has prepared a number of project documents that are provided in the appendices of these technical specifications for inspection by the Contractor for his reference and information.

1. Geotechnical Investigation, San Juan Pump Station Wet Well and Valve Vault, March 17, 2025

2. Structural Evaluation Report for San Juan Sewer Pump Station, May 23, 2025

3. San Juan Sewage Pump Station Record Drawings

4. San Juan Gravity Sewer and Force Main Record Drawings

5. PG&E PM Drawings for new electric service to pump station PART 2 PRODUCTS
Not Used.

PART 3 EXECUTION
Not Used.

END OF SECTION
208
WORK CONSTRAINTS 01120- 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01120

WORK CONSTRAINTS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Site Use and Construction Restrictions.

2. Temporary Construction Access Requirements and Limitations

3. Utility restrictions and requirements.

4. Temporary Construction Easement restrictions and requirements.

B. Related Work Specified Elsewhere:

1. Contract Time and Order of Work: Section 01020 and Special Provisions

2. Environmental Protection: Section 01600

1.02 SITE USE AND CONSTRUCTION RESTRICTIONS
A. The project site is within existing streets, within City property and along City right of way. The existing pump station is located within the City of Belmont property.

B. It might be desirable to access or have temporary staging areas within the City of Belmont or neighboring cities. Contractor is responsible for obtaining any necessary staging or storage areas and shall comply with all jurisdiction regulations for which the work is to occur.

C. The site has low hanging overhead utilities.

D. Contractor shall visit the site to review project location, site conditions, and restrictions.

E. Construction impacts due to identified or observable site constraints shall be considered by the Contractor when making his bid, and the costs associated with such constraints shall not be compensated for beyond the provisions contained herein.

F. Contractor shall provide access to residences and businesses at all times during construction. Contractor shall maintain access to driveways to the maximum extent possible.

G. City will coordinate initial public construction notice at least one month prior to businesses and residences. Contractor shall provide additional notice to the property owners, by delivering or mailing a City approved flyer that lists planned work dates, work hours, work duration, a general description of planned work, and contractor’s contact information with phone number approximately working within streets that may affect access.

H. See the City’s General conditions for work hours and limitations. 209
WORK CONSTRAINTS 01120- 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

1.03 DOCUMENTATION OF EXISTING CONDITIONS
A. The Contractor is responsible for reviewing and documenting the existing site conditions prior to performing any work. Documentation shall include photographs, videos, notes, and other items as necessary to accurately document the condition of all items that may be affected by the work.

B. The Contractor shall submit the documentation of existing conditions to the City prior to proceeding with the work.

1.04 UNDERGROUND FACILITIES
A. The Contractor shall note that not all existing utilities are shown on the plans and the location of the utilities shown are approximate. The location of the utilities shown on the plans are based on utility basemaps, pavement markings, and potholing where indicated on the Drawings and are approximate in nature.

B. The Contractor shall have all utilities located by contacting USA, and review utility locations.

C. Some, but not all potential utility conflicts are shown on the plans. The Contractor shall pothole all potential utility conflicts prior to construction. Potholing results and any identified conflicts shall be submitted to the City for review prior to construction.

D. The Contractor is responsible for coordinating all project documentation, including but not necessarily limited to, the Contract Documents, and existing record drawings for the determination of the location of all underground facilities. Contractor shall have utilities marked in the field by Underground Services Alert a minimum of 48 hours prior to the start of construction.

E. The Contractor shall exercise care in all excavations to avoid damage to existing underground facilities. This shall include potholing or hand digging in those areas where underground facilities are known to exist until they have been sufficiently located to avoid damage to the facilities.

F. The Contractor shall notify the Engineer of any potential utility conflicts as soon as they are known.

G. Contractor shall notify the Mid-Peninsula Water District prior to excavating within 5 feet of all existing water mains. District will depressurize all water main within 5 feet of excavation per Section 01120-1.11.

1.05 OVERHEAD ELECTRIC UTILITIES
A. Low hanging high voltage overhead power transmission utilities are present at project locations.

B. Contractor shall consider the proximity of overhead electric utilities when bidding, and no additional compensation shall be made for additional work necessitated by the presence of overhead electric utilities (smaller equipment, sheet pile limitations, shoring provisions, etc.).
210
WORK CONSTRAINTS 01120- 3
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) C. Contractor shall insure a minimum clearance between the power lines and the work at all times as dictated by OSHA and PG&E regulations.

1.06 SEASONAL RESTRICTIONS
A. All construction activity with the potential to cause erosion, sedimentation, or water pollution shall be suspended during periods of inclement weather. See Section 01600 for additional requirements and restrictions.

1.07 TREE AND PLANT PROTECTION
A. Preserve and protect all existing trees and plants at or adjacent to the site unless otherwise noted.

1.08 WORK SEQUENCE
A. The overall sequence of the Work is at the Contractor’s discretion, subject to City approval.

B. The use of multiple crews is at the sole discretion of the Contractor and no additional compensation will be allowed to meet the contract requirements.

C. As detailed in specification section 01531, the Contractor shall phase the project in a manner that minimizes the use of the existing force main for bypass pumping to the extent feasible. Therefore, the Contractor shall phase the work such that the new force main is constructed prior to decommissioning the existing pump station and installing bypass pumping systems to the extent feasible.

1.09 MAINTAINING SEWER SERVICE
A. Contractor shall maintain existing sewer service. Refer to Section 01531 Temporary Flow Control for additional information.

B. EMERGENCY RESPONSE

1. For the duration of construction, Contractor shall be available on a 24-hour on-call basis to respond to an emergency situation. The Contractor shall provide the City with a minimum of three (3) names of persons and their telephone numbers for this purpose. All persons listed shall be able to respond to any sanitary sewer overflow or trench safety emergency within 30 minutes of being notified.

2. Should a sewage spill occur during construction, Contractor shall be responsible for the following:
a. Clean up of the site in accordance with City, County, Health Department, Regional Water Quality Control Board and any other regulatory agency requirements.
b. Reporting of the spill to the proper jurisdictional agency and preparing all required documentation per the State Water Board Sanitary Sewer Overflow (SSO) Guidelines.
c. Payment of any and all fines assessed against the City for the spill. d. Coordination and payment of any analytical testing (lab) required at the site by jurisdictional agencies.
e. Protection of the public from exposure to contaminated area. 211
WORK CONSTRAINTS 01120- 4
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

1.10 TRAFFIC CONTROL
A. The Contractor shall supply and install all traffic control devices (including all warning, regulatory, and guide signs) required for the Project. The City will not furnish signs nor any other traffic control devices for the Project. The City has standard no parking signs that may be available or copied by the Contractor.

B. Contractor is responsible for traffic control. Contractor shall submit traffic control plans for approval by the City.

C. The Contractor shall submit for City review and approval its Traffic Control and Detour Plan. Submit said plan a minimum of five (5) full Calendar Days prior to the PreConstruction Meeting. The plan shall include (where necessary) lane closures, detours, no parking areas, signing program for construction, access to private property and business establishments, pedestrian traffic, transit routes, loading areas, the proposed routing of the construction vehicles, hours required for access and the safe guards and procedures necessary to carry out the Work, as well as where Contractor plans to park construction vehicles and equipment, and other matters which might be important to the safe movement of traffic. The plan shall also indicate placement and type of warning signs, lights, devices, flag persons; and have a schedule for implementation.

D. It is imperative that field traffic control be handled in such a manner as to adequately and safely direct all traffic movements in the Project area. The Contractor shall not be allowed to proceed with construction at any time that, in the opinion of the Engineer, traffic control is inadequate to meet the field conditions. Traffic control measures, in addition to those indicated on the approved traffic control plans, may be required as field conditions dictate.

E. The Contractor shall not be allowed to restrict vehicle access to any of the properties in the Project area at all times during construction if practical. If restricting vehicle access is absolutely necessary, Contractor shall notify property owners advanced notice of the extent of any delays. Contractor shall not restrict vehicle access outside of working hours.

F. Areas to be posted with “No Parking” signs must be verified as correct by the City Police Department. Signs must be verified by the Police Department and posted a minimum of forty-eight (48) hours prior to the start of construction in each area requiring parking restrictions.

G. The Contractor shall conduct his operations as to cause the least possible obstruction and inconvenience to both vehicular and pedestrian traffic.

H. Traffic Routing and Parking Restrictions: Below are specific City traffic and parking restrictions:

1. Construction Traffic and Vehicles: All inbound and outbound construction related traffic to and from the Site is restricted to public street(s) immediately adjacent to the Site.

2. Construction Parking: Construction vehicles and equipment parking is restricted to areas within the Site and other areas as determined by the City. 212
WORK CONSTRAINTS 01120- 5
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

3. Alternative Parking: The Contractor can negotiate with any other entity to accommodate parking by its workers. However, the City does not make any guarantee that such parking is available to the Contractor.

I. Street Lane and Sidewalk Closures: Below are specific lane and sidewalk closure requirements and restrictions which shall apply unless specifically modified by an approved Traffic Control Plan. Said Plan may be reviewed or modified by the Engineer at any time when, in the opinion of the Engineer, changes are necessary to provide for the safety, health, welfare, or convenience of the public.

1. City Street Lane Closures: Contractor shall provide continuous pedestrian traffic access. All traffic lanes shall remain open during the non-working hours as defined in the City’s General Conditions. Lanes may individually be closed during working hours.

2. Residents and businesses along the road or street shall be provided passage.

Convenient access to driveways, houses, and buildings along the road or street shall be maintained. Temporary crossings shall be provided and maintained in good condition.

3. The blocking of industrial, commercial, or institutional driveways shall not be allowed. Access shall be provided to permit the movement of vehicles to and from the grounds of such establishments. Contractor shall provide vehicular access to all other types of driveways at all times except during actual construction.

4. Wherever it is necessary that trenches and excavation be bridged, these bridges shall permit unobstructed flow of traffic or pedestrians (ADA compliant) and shall meet the following criteria:
a. Bridging shall be secured against displacement by using adjustable cleats, angles, bolts, or other devices.
b. Bridging shall be installed to operate with minimum noise. c. The trench shall be adequately shored, to support the bridging and traffic. d. Only steel plates shall be used for bridging. Steel plates used for bridging shall extend one foot (minimum) beyond the edges of the trench.

J. Bus Routes: Project location is adjacent to bus stops near the intersection of San Jaun Blvd and Cipriani Blvd. The Contractor is responsible for identifying impacts to the bus routes, coordinating with the transit operator, and accommodating any necessary detours, notifications, and signage requirements. The Contractor shall submit the proposed impacts to the City for review and approval prior to coordinating with the transit operator.

K. Sidewalk Closures: Contractor must comply with the following requirements.

1. Where walks, pathways, or access ways are closed by the Work, an ADA complaint, alternate walkway shall be provided, preferably within the immediate location of the pathway or access to be closed. Where it is necessary to divert pedestrians into a major detour and/or into a parking lane or traffic area, at no time shall pedestrians be diverted into a portion of a street used for vehicular traffic.

Any deviation from the above must have prior approval of the Engineer.

2. At locations where adjacent alternate walkways cannot be provided (i.e., where no pathway or access is available within the immediate location of the interruption) ADA compliant detours shall be clearly planned, marked, and constructed.

Appropriate signs and barricades must be installed at the limits of construction and in advance of the closure (or detour) in order to divert pedestrians to the appropriate walkway or detour.
213
WORK CONSTRAINTS 01120- 6
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

3. Contractor shall provide sufficient signage, indicating by way of arrows and text, pedestrian route closures, and new pathways and detours required for alternate pedestrian routes around the construction. Alternate pedestrian routes, the final sign configuration, the exact wording of the base sign and all mounting locations shall be approved by the City.

L. The Contractor shall pay for all street and sidewalk closures, including but not limited to, the appropriate street closure and temporary directional signage, crosswalks, flag persons as required to control construction traffic and implement the Traffic Control and Detour Plan. Contractor shall take all necessary precautions to protect the public from construction activities.

M. The Contractor shall observe all posted traffic signage on and in adjacent neighborhoods.

N. The Contractor shall not be relieved from responsibility for public safety by City’s direction, lack of same, or approval of the Traffic Control and Detour Plan with respect to signs, lights, and/or protective devices.

1.11 WATER MAIN SEPARATION AND SHUTDOWN REQUIREMENTS
A. Mid-Peninsula Water District will temporarily shut down or depressurize water mains during construction where the clearance between the water main and sewer main is less than five (5) feet. The water main shutdown requirements are listed below.

B. Water Main Shutdown Requirements:

1. The Contractor shall notify the Mid-Peninsula Water District three (3) working days in advance of all required water main shutdowns.

2. Shutdowns are limited to six (6) hours maximum during the hours of 9:00 AM to 5:00 PM, Monday through Thursday.

3. Any open trench within five (5) feet of horizontal clearance between parallel existing water mains, new sewer mains, and/or outside edge of the manholes shall be fully backfilled and compacted prior to the end of the shutdown.

4. Shutdowns for the same customers are limited to two days within a ten working day window.

5. Notification from the Contractor under item one above is considered a shutdown, even if the contractor later decides a shutdown needs to be rescheduled or is no longer needed.

6. Contractor shall take great care to insure the existing water main and appurtenances are not damaged. The Contractor will be responsible for repairs to the water main should any damage or leaks occur due to the Contractor’s work.

PART 2 PRODUCTS
Not Used.
214
WORK CONSTRAINTS 01120- 7
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) PART 3 EXECUTION
Not Used.
***END OF SECTION***
215
MEASUREMENT AND PAYMENT 01125 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01125

MEASUREMENT AND PAYMENT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes description of requirements and procedures for determining amount of Work performed and for obtaining payment for Work performed.

1.02 REFERENCES
A. California Public Contract Code
B. California Code of Civil Procedure
C. California Government Code

1.03 SCOPE OF WORK
A. Work under Contract Documents, or under any Bid Item, allowance, or alternate, shall include all labor, materials, taxes, transport, handling, storage, supervision, administration, and all other items necessary for the satisfactory completion of Work, whether or not expressly specified or indicated.

1.04 DETERMINATION OF QUANTITIES
A. Quantity of work to be paid for under any item for which a unit price is fixed in the Contract Documents shall be, as determined by the Engineer, the number of units of work satisfactorily completed in accordance with Contract Documents or as directed by City. Unless otherwise provided, determination of number of units of work so completed will be based, so far as practicable, on actual measurement or count within prescribed or ordered limits, and no payment will be made for work done outside of limits.

Measurements and computations will be made by methods set forth in Contract Documents. If methods are not so set forth, measurements shall be made in any manner which the City considers appropriate for class of Work measured (e.g., preassigned values, percentage completion, units completed, or incremental milestones). Contractor must immediately inform City of any disputes regarding quantity measurements and shall immediately supply City with any documentation supporting the disputed measurements.

1.05 UNITS OF MEASUREMENT
A. Measurements shall be in accordance with U.S. Standard Measures. A pound is an avoirdupois pound. A ton is 2,000 pounds avoirdupois. The unit of liquid measure is the U.S. gallon.
216
MEASUREMENT AND PAYMENT 01125 - 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

1.06 CERTIFIED WEIGHTS
A. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales, or when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing the actual net weights. The Engineer will accept the certificates as evidence of the weights delivered.

1.07 METHODS OF MEASUREMENT
A. Materials and items of work, which are to be paid for on the basis of measurement, shall be measured in accordance with the method stipulated in the particular sections involved. In determining quantities, all measurements shall be made in a horizontal plane unless otherwise specified.

B. Material not used in the work and remaining on a transporting vehicle shall be determined by the Engineer and deducted from the certified tag.

C. When material is to be measured and paid for on a volume basis and it would be impractical to determine the volume, or when requested by the Contractor in writing and approved by the City in writing, the material will be weighed and converted to volume measurement for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the City and shall be agreed to by the Contractor before such method of measurement of pay quantities will be adopted.

D. Full compensation for all expense involved in conforming to the above requirements for measuring and weighing materials shall be considered as included in the unit prices paid for the materials being measured or weighed and no additional allowances will be made therefore.

E. Quantities of material wasted or disposed of in a manner not called for under the Contract; or rejected loads of material, including material rejected after it has been placed by reason of failure of the Contractor to conform to the provisions of the Contract; or material not unloaded from the transporting vehicle; or material placed outside the lines indicated on the plans or given by the Engineer; or material remaining on hand after completion of the Contract, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.

1.08 BASIS OF PAYMENT
A. Unit Price Quantities: When estimated quantity for specific portions of Work is listed in the Bid, quantity of Work to be paid for shall be actual number of units satisfactorily completed, as determined by City and agreed to by Contractor, in accordance with Contract Documents.

B. Lump Sum: When estimated quantity for specific portion of Work is not indicated and unit is designated as lump sum, payment will be on a lump sum basis for Work satisfactorily completed in accordance with Contract Documents and the approved 217
MEASUREMENT AND PAYMENT 01125 - 3
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) Schedule of Values. Progress payments will be based on a percentage complete basis for each line item of the accepted Schedule of Values.

C. City does not expressly, or by implication, agree, warrant, or represent in any manner, that actual amount of Work will correspond with amount shown or estimated and reserves right to increase or decrease amount of any class or portion of Work, to leave out entire Bid Item or Items, or to add work not originally included in Bid or Contract Documents, when in its judgment such change is in best interest of City. No change in Work shall be considered a waiver of any other condition of Contract Documents. No claim shall be made for anticipated profit, for loss of profit, for damages, or for extra payment whatsoever, except as otherwise expressly provided for in Contract Documents, because of any differences between the amount of work actually done and estimated amount as set forth herein, or for elimination of Bid Item.

PART 2 DESCRIPTION OF BID ITEMS

2.01 GENERAL
A. The bid items are presented to indicate major categories of the work for purposes of comparative bid analyses, and a preliminary breakdown for monthly progress payments.

Bid items are not intended to be exclusive descriptions of work categories and the Contractor shall determine and include in its pricing all materials, labor, and equipment necessary to complete each Bid Item as shown and specified.

B. Contractor shall perform all w ork depicted in the Contract Documents whether it is specifically mentioned in the Bid Schedule and bid item descriptions or not. The Bid Schedule and the Bid Item Descriptions below are intended to cover any and all Work depicted in the Contract Documents. Not all elements of every part of the Work are explicitly listed. It is the intention of City and a provision of this Contract, that any and all of the Work depicted shall be included in Contractor’s bid and installed complete at a price included in a Bid Item submitted with Contractor’s bid. No adjustments will be made to unit, extended, or total prices for an item that is depicted in the contract documents but is not specifically described or itemized. Such items may be included for payment in a bid item of the Contractors’ choice, as long as the chosen bid item is closely related.

C. Bid items described to be in easements occur in locations where access is difficult, typically requiring work to be completed with hand held equipment. Locations that are in or adjacent to paved streets and driveways are described to be in the public right of way.

D. The locations referenced in the bid item descriptions below are shown in more detail on the project plans,

2.02 BID ITEM DESCRIPTIONS

1. Mobilization and Demobilization
The contractor shall include in this lump sum bid item full compensation for all labor, supervision, materials, tools, equipment and incidentals, and for all the work 218
MEASUREMENT AND PAYMENT 01125 - 4
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) involved in mobilization, including, but not limited to, furnishing all specified contract bonds and insurance certificates, required project forms, public notification, transporting equipment, establishing a storage area, sanitary restroom facilities, and all other work not otherwise attributable to any specific bid item and as directed by the Engineer. No additional compensation will be allowed therefore.

This item shall also include all costs necessary to demobilize at the conclusion of all work. This item may be paid in installments as determined by the Engineer.

2. Water Pollution Control Plan
This bid item includes all work necessary to prepare and implement a Storm Water Pollution Control Plan and erosion controls plan in conformance with the applicable permits, including the City’s NPDES permit for Storm Water Pollution Prevention. This bid item will be paid on a monthly basis based on the percentage of work that is completed that requires storm water pollution prevention.

3. Pedestrian and Traffic Control
This bid item includes all work necessary to prepare, implement, and maintain a pedestrian and traffic control plan. This item will be paid monthly based on the percentage of work that is completed that requires pedestrian and traffic control.

4. Sheeting, Shoring, and Bracing
This bid item includes all work necessary to comply with OSHA, Cal OSHA, and California Labor Code Section 6707, including the preparation of an excavation safety plan. This Bid Item shall include full compensation for completion of all planning, design, engineering fees, furnishing and construction, and removal and disposal of such temporary sheeting, shoring and bracing, complete, as required under the provisions of any permits, and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for this bid item shall be a lump sum basis paid out based on a percentage excavation completed.

5. Clearing, Demolition, and Abandonment
This Bid item includes all work necessary for Site preparation, including but not limited to, clearing, grubbing and stripping on Site as necessary to remove all interfering or objectionable material from work areas, and the demolition, removal, and disposal of items designated to be demolished and removed. This bid item also includes removal of the existing valve vault, piping, and valves, and abandonment of existing wetwell, piping, conduits, and other items as identified on the plans and as necessary to complete the project. Payment for this item shall be on a lump sum basis.

6. Bypass Pumping
This lump sum Bid price for this item shall constitute full compensation for providing all materials, labor, tools, equipment, services, and power to provide adequate pumping of sanitary sewage throughout construction. This Bid item also includes any necessary temporary re-routing of gravity sewer lines during construction. Sewage service must be maintained at all times and the Contractor 219
MEASUREMENT AND PAYMENT 01125 - 5
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) shall be responsible for providing adequate pumping capacity as specified in Section 01531. This Bid item includes coordination with the City of Belmont and PG&E, and the payment of any required fees.

7. Pump, Guide Rails, and Accessories
The Bid item shall include all materials, labor, and equipment needed to furnish and install new pump, mounting hardware, pump rails, spare parts, and other pump related equipment. This item includes furnishing operation and maintenance manuals. Payment for this item shall be on a per each pump basis.

8. Spare Pump
The Bid item shall include the purchase of a spare pump, spare parts, operating, and maintenance manuals delivered for storage at a City directed facility. Payment for this item shall be on a per each pump basis.

9. Submersible Mixer
The Bid item shall include all materials, labor, and equipment needed to furnish and install a submersible mixer, mounting hardware, mast mounting and rail system, and other related equipment. Furnish installation, operating, and maintenance manuals.

10. Discharge Piping, Valves, Bypass Pumping Connection, and Fittings The Bid item shall include all materials, labor, and equipment necessary to provide all piping before the HDPE force main connection, valves, fittings, pipe connection, pipe supports, wall seals, and bypass pumping connection within the wetwell and valve vault as shown on the Drawings. Payment for this item shall be on a lump sum basis.

11. Precast Concrete Valve Vault
This bid item includes all necessary labor, materials, and equipment to furnish and install a precast concrete valve vault, access hatch, interior coating system, excavation, backfill, compaction, AC replacement as necessary, and drain system conforming to the requirements of these Specifications and the Contract Drawings.

Payment for this bid item shall be on a lump sum basis.

12. Precast Concrete Wet Well
This bid item includes all necessary materials, equipment, and labor necessary to furnish and install a precast concrete wet well, top slab, access hatch, influent baffle, excavation, backfill, compaction, dewatering, AC replacement as necessary and interior coating conforming to the requirements of these Specifications and the Contract Drawings. Payment for this item shall be paid on a lump sum basis.

13. Flow Meter and Manhole
This bid item includes all material, labor, and equipment required to furnish and install a flow meter and manhole. This bid item includes all necessary excavation, backfill, compaction, pipe penetrations, fittings, pipe supports, flow meter and all appurtenances, electrical conduits and wiring for the flow meter, AC pavement 220
MEASUREMENT AND PAYMENT 01125 - 6
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) replacement, and other items necessary to construct a functioning flow meter within a new manhole structure. Payment for this bid item shall be on a lump sum basis.

14. Force Main Access Structure
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install new force main access structure as shown on the Plans and specified herein.

This price includes excavation, backfilling, compaction, manhole structure, piping, fittings, appurtenances, and other items as required to facilitate the construction of the work.

15. Motor Control Center
This Bid item shall include all labor, equipment, and materials necessary to provide a functioning pump station motor control center including concrete equipment pad, pump controller, level sensing system, alarm/SCADA system, Automatic Transfer Switch (ATS), battery backup, and other items indicated on the Drawings and Specifications. Payment for this item shall be on a lump sum basis.

16. Pump Termination Cabinet
This Bid item shall include all labor, equipment, and materials necessary to provide a functioning pump termination cabinet and concrete equipment pad as detailed in the Drawings and Specifications. Payment for this item shall be on a lump sum basis.

17. Service Pedestal
This bid item includes all labor, materials, and equipment necessary to furnish and install a fully functional electrical service and pedestal conforming to the requirements of these specifications and the Contract Drawings. This bid item includes all labor, materials, and equipment necessary to coordinate with the electrical utility and construct the improvements from the point of service connection to the service pedestal. This bid item also includes all necessary excavation, bedding, backfill, concrete pad, AC pavement necessary to construct the electrical service and pedestal. Payment for this bid item shall be on a lump sum basis.

18. Miscellaneous Electrical Work, Wiring, and Sensors
This bid item includes all materials, equipment, and labor necessary to furnish and install all miscellaneous electrical related items required to provide a fully functioning electrical system conforming to the Contract Documents. Work includes, but is not limited to, supply and installation of conduits and conductors, pull boxes, supply, installation and calibration of sensors and electrical devices, wiring, mounting of level sensors, and any additional work required to provide a fully functional system. This bid item also includes all necessary excavation, backfill, compaction, and other items as necessary to construct the improvements.

Payment for this bid item shall be on a lump sum basis. 221
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

19. 4-Inch Building Sewer Lateral
The unit price bid per linear foot for the following bid item shall include saw cutting, utility locating, excavation, backfilling, compacting, abandoning existing lateral, disposal excavated materials, installing 4-inch sewer lateral and connecting with existing fixtures, fittings, pipe bedding, pipe testing, furnishing and installing cleanout, cleanout box with lid, rebar and doweling, concrete and asphalt surface restoration, CCTV inspection, and all other work necessary to install the lateral, cleanout and associated appurtenances, complete, in-place.

20. 15-Inch Gravity Sewer
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install new 15-inch sanitary sewer gravity pipe using trenching construction methods for the size and location indicated. This price includes locating utilities, trenching, dewatering, backfilling, compacting, removal of existing 12-inch gravity sewer pipe, excavating under the retaining wall or removing and replacing retaining wall in kind, site restoration, AC pavement replacement, CCTV inspection, and other items as required to facilitate the construction of the work.

21. 18-Inch Gravity Sewer
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install new 18-inch sanitary sewer gravity pipe using trenching construction methods for the size and location indicated. This price includes locating utilities, potholing prior to construction, trenching, dewatering, backfilling, compacting, removal of existing pipe, manhole connections, site restoration, AC pavement replacement, concrete curb, gutter, and sidewalk replacement, traffic striping, CCTV inspection, and other items as required to facilitate the construction of the work.

22. Precast Sanitary Sewer Manhole 432306A
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install new sanitary sewer manhole 432306A as shown on the Plans and specified herein. This price includes excavation, dewatering, backfilling, compacting, concrete collar, manhole connections, and other items as required to facilitate the construction of the work.

23. Precast Sanitary Sewer Manhole 432306A
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly remove sanitary sewer manhole 432306A and install a new sanitary sewer manholes as shown on the Plans and specified herein. This price includes removal of the existing manhole, excavation, dewatering, backfilling, compacting, concrete collar, manhole connections, and other items as required to facilitate the construction of the work.

24. Manhole Coating
222
MEASUREMENT AND PAYMENT 01125 - 8
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to coat the new manhole. This price includes all preparation, coating material, application and testing. Coating for larger structures, such as wet wells, are included in separate bid items.

25. Chip and Reform Manhole Invert Bench
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to chip and reform manhole invert and bench. This includes chipping out the wall and invert and reforming the new invert and bench.

26. 14-inch Force Main
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install new force main using trenching construction methods for the size and location indicated. This price includes locating utilities, potholing prior to construction, trenching, dewatering, backfilling, compacting, fittings, warning tape, tracer wire, tracer wire terminal boxes, site restoration, AC and concrete pavement replacement, concrete curb, gutter, and sidewalk replacement, traffic striping and markings, testing, and other items as required to facilitate the construction of the work.

27. Air Release Valve
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to furnish and properly install air release valves and associated appurtenances on the new sanitary sewer force main within the force main access structures, as shown on the plans and specified herein. This price includes the air release valve, and other items as required to facilitate the construction of the work.

28. Startup, Testing, and Training
The lump sum bid for this item shall include all labor, equipment, and materials necessary to provide equipment startup, testing, and training services for all electrical, mechanical, and piping systems.

29. Modify Existing Wetwell
The lump sum bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to modify the existing wet well as indicated on the plans. This bid item includes but is not limited to the removal of existing access hatches, beams, lower platform pumps, discharge piping and appurtenances, the overhead crane, grouting floor to slope to new discharge, repairing any damaged concrete surfaces and coating existing wetwell structure, installation of safety railing, and any other items indicated on the plans. This bid item also includes the installation of new removeable guard railings as indicated on the plans.
223
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

30. Abandon Sanitary Force Main
The lump sum bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon the existing sanitary sewer force main. This price includes capping the pipe ends with concrete and other items as required to facilitate the construction of the work.

31. Abandon Sewer Gravity Main
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon the existing 12-inch sewer. This price includes removal of the existing pipe within the excavations, capping pipe ends with concrete, and filling the pipe as indicated on plans, and other items as required to facilitate the construction of the work.

32. Abandon Sanitary Manhole 432402
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon each manhole. This price includes removal of existing frame, lid, cone, and structure below grade as indicated on drawings, fill of existing manhole, and site restoration.

33. Monument Replacement
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to replace a monument.

This price includes surveying of the monument, removal of the existing monument, installation of the new monument, and recording the monument with the county.

34. Miscellaneous Building Improvements
The lump sum for this bid item shall include all building improvements indicated on the plans. This bid item includes the removal of the lockers, storage shelves, control panels, transformer, panelboard, metering panels, switchboard, pump conduits, ceiling gypsum boards, bathroom partition, door where indicated, and desk. It also includes the filling of wall opening as indicated on drawings, installing new walls, installing roof anchorage, new ceiling gypsum board, patching locations where equipment anchorage was removed, painting of above grade walls, ceiling, gutters, downspouts, and soffit, and other items as required to facilitate the construction of the work.

35. Miscellaneous Site Improvements
The lump sum for this bid item shall include all site improvements necessary to complete the work indicated on the Contract Documents that are not covered by other bid items. This bid item may include, but is not limited to replacement of bollards, curbs, gutters, asphalt surfaces at the pump station site, and regrading site for proper drainage around new structures.
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

36. Bid Allowance and Permit Fees
This bid allowance may be used at City’s discretion for items that could not be reasonably anticipated from the construction documents. This item may be used by the City for payment for items such as relocating utilities, or other items that could not be reasonably anticipated from the bid documents or pre-bid site visits.

At the completion of the Construction Contract, a balancing change order will be issued and funds not used from the Bid Allowance lump sum amount named in the Bid Schedule will be revoked.

37. Bid Alternate: Electrical Service Conduit
This bid alternate may be used by the City if a new electrical conduit is required by PG&E between PG&E service pole at the street to the transformer. This item includes excavation, backfill, compaction, conduit casing pipe with an assumed length of 80 linear feet, surface restoration between the pole at the street to the transformer, and other items as necessary to complete the work in conformance with PG&E Greenbook standards. This item does not include installation or pulling of the of the power cable wire to the transformer which is performed by PG&E.

2.03 CONTRACTOR'S COST BREAKDOWN
A. The Contractor shall submit a Schedule of Values to the Engineer at the preconstruction conference. The price breakdown, as agreed upon by the Contractor and the Engineer, shall be used for preparing future estimates for partial payments to the Contractor, and shall list the major items of work with a price fairly apportioned to each item. Overhead and other general costs and profit shall be prorated to each item so that the total of the prices for all items equal the lump sum price.

B. The price breakdown shall be generally in the same format as the Contract specifications divisions and subdivisions, with major items of work listed individually. The price breakdown shall be by structural, civil, landscaping, or other logical division of work.

The price breakdown shall include separate allowances for any testing and startup work required. Measurable approximate quantities of work performed by the Contractor or its subcontractors shall be provided. For quantities that are the sum total of several individual quantities, backup summaries shall be provided which list the individual descriptions and quantities. These summaries then will be used to determine the quantities of work in place in subsequent progress payment requests.

C. The above is a statement of the intent of the Contract Documents to provide a moderate level of detail, acceptable to the Engineer, to allow a fair and reasonable estimate to be made of the value of work installed. The detail of the price breakdown must be sufficient to provide timely processing of the monthly progress payment request.

D. The price breakdown will be subject to the approval of the Engineer, and upon request, the Contractor shall substantiate the price for any or all items and provide additional level of detail, including quantities of work. The price breakdown shall be sufficiently detailed to permit its use by the Engineer as one of the bases for evaluating requests for payments. The Engineer shall be the sole judge of the adequacy of the price breakdown. 225
MEASUREMENT AND PAYMENT 01125 - 11
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) E. The Schedule of Values shall be solely used to determine progress payments. The Schedule of Values shall not be considered in determining payment or credit for additional or deleted work.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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CONTRACTOR SUBMITTALS 01300 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01300

CONTRACTOR SUBMITTALS
PART 1 - GENERAL

1.01 GENERAL
A. Wherever submittals are required hereunder, all such submittals by the CONTRACTOR shall be submitted to the ENGINEER.

B. Within 14 business days after the date of commencement as stated in the Notice to Proceed or at Preconstruction Conference, which may occur within 10 working days of the date of commencement, the CONTRACTOR shall submit the following items to the ENGINEER for review:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes ("OrEqual") submittals listed in the Bid.

2. A list of all permits and licenses the CONTRACTOR shall obtain indicating the agency required to grant the permit and the expected date of submittal for the permit and required date for receipt of the permit.

1.02 MEASUREMENT AND PAYMENT
A. Full compensation for conforming to the Provisions of this Section will be considered as included in the prices paid for the various items of Work and no additional compensation will be allowed therefore.

1.03 SUBMITTAL TIMING
A. The CONTRACTOR shall submit the following items to the ENGINEER for review one week prior to the pre-construction conference:

1. Proposed construction schedule for entire project.

2. Proposed Traffic Control Plans (see Section 01120-1.10) B. At the pre-construction conference referred to in the Special Provisions, the CONTRACTOR shall submit the following items to the ENGINEER for review:

1. A preliminary list of submittals.

2. A list of all permits and licenses the CONTRACTOR shall obtain indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. Proposed Resident notification letter

4. A 21-day plan of operation.

5. Sewer bypass plan (see Section 01531)

6. Water Pollution Control Plan (WPCP)

7. Sanitary Sewer Overflow (SSO) Emergency Response Plan C. Several items have significantly long lead times. It is the Contractor’s responsibility to expedite the submittal and material procurement process for long lead time items as necessary to complete the work within the contract time provided. The following items have been identified as items that may have significantly long lead times. This list may 227
CONTRACTOR SUBMITTALS 01300 - 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) not include all items with long lead times and it is being provided for informational purposes only.

1. Motor Control Center

2. Pump Termination Cabinet

3. Wetwell Mixer

4. Magnetic Flow Meters

5. Submersible Pumps

6. Piping, valves, and fittings

7. Precast concrete structures
D. The following submittals are required to be turned in within 10 working days after the Notice to Proceed date:

1. Wetwell Mixer

2. Magnetic Flow Meters

3. Submersible Pumps

4. Piping, valves, and fittings
E. The following submittals are required to be turned in within 25 working days after the Notice to Proceed date:

1. Motor Control Center

2. Pump Termination Cabinet

3. Precast concrete structures

1.04 SHOP DRAWINGS
A. Wherever called for in the Contract Documents, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, 4 copies of each shop drawing submittal. The term "Shop Drawings" as used herein shall be understood to include detail design calculations, shop drawings, fabrication, and installation drawings, erection drawings, list, graphs, catalog sheets, data sheets, and similar items. Whenever the CONTRACTOR is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an ENGINEER registered in the appropriate branch and in the state wherein the project is to be built, unless otherwise directed.

B. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

C. Except as may otherwise be indicated herein, the ENGINEER will return prints of each submittal to the CONTRACTOR with its comments noted thereon, within 14 working days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the ENGINEER's review beyond the second submittal. The ENGINEER'S maximum review period for each submittal, including all resubmittals, will be 14 working days per submittal. In other words, for a submittal that requires two resubmittals before it is complete, the maximum review period for that submittal could be 28 working days. No extension of 228
CONTRACTOR SUBMITTALS 01300 - 3
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) Contract Time will be granted for delays due to resubmittals that are reviewed within the number of days specified.

D. If the submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," formal revision and resubmission of said submittal will not be required.

E. If the submittal is returned to the CONTRACTOR marked "MAKE CORRECTIONS NOTED," formal revision and resubmission of said submittal will not be required.

F. If the submittal is returned to the CONTRACTOR marked "REVISE AND RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.

G. If a submittal is returned to the CONTRACTOR marked "REJECTED-RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.

H. Fabrication of an item shall be commenced only after the ENGINEER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED.” Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for changes to the contract requirements.

I. All CONTRACTOR shop drawings submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submittal to the ENGINEER. Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed, and certified. No consideration for review by the ENGINEER of any CONTRACTOR submittals will be made for any items which have not been so certified by the CONTRACTOR. All noncertified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

J. The ENGINEER's review of CONTRACTOR shop drawings submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in CONTRACTOR submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

1.05 CONTRACTOR'S SCHEDULE
A. Prepare construction schedule showing sequence of activities and proposed shutdowns.

B. Preliminary construction schedule submitted five days prior to Pre Construction Meeting.

C. Update construction schedule on monthly basis and submit with request for Progress Payment.

1.06 RECORD DRAWINGS
A. The CONTRACTOR shall keep and maintain, at the job site, one record set of Drawings. On these, it shall mark all project conditions, locations, configurations, and any other changes or 229
CONTRACTOR SUBMITTALS 01300 - 4
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) deviations which may vary from the details represented on the original Contract Drawings, including buried or concealed construction and utility features which are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the locations indicated, or which were not indicated on the Contract Drawings. Said record drawings shall be supplemented by any detailed sketches as necessary or directed to indicate, fully, the WORK as actually constructed. These master record drawings of the CONTRACTOR's representation of as-built conditions, including all revisions made necessary by addenda and change orders shall be maintained up-to-date during the progress of the WORK.

B. Record drawings shall be accessible to the ENGINEER at all times during the construction period.

C. Final payment will not be acted upon until the CONTRACTOR prepared record drawings have been prepared and delivered to the ENGINEER. Said up-to date record drawings shall be in the form of a set of Contract Documents prints with any changes from the original Contract Documents carefully plotted on the prints in red ink.

D. Upon substantial completion of the WORK and prior to final acceptance, the CONTRACTOR shall finalize and deliver a complete set of record drawings to the ENGINEER for transmittal to the OWNER, conforming to the construction records of the CONTRACTOR. This set of drawings shall consist of corrected drawings showing the reported location of the WORK, and shall become the property of the OWNER. The information submitted by the CONTRACTOR and incorporated by the ENGINEER into the Record Drawings will be assumed to be correct, and the CONTRACTOR shall be responsible for the accuracy of such information, and for any errors or omissions which may appear on the Record Drawings as a result.

PART 2 - PRODUCTS
Not Used.

PART 3 - EXECUTION
Not Used.
**END OF SECTION**
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HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 1 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01354

HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES
PART 1 GENERAL

1.01 DESCRIPTION
A. Section includes description of existing site conditions, general requirements, and procedures for work in the presence of hazardous materials, and requirements for personal protective equipment, training, and monitoring.

B. Requirements of this section apply to the Work or any portion thereof which involves disturbance of or exposure to hazardous materials.

1.02 DEFINITIONS
A. Hazardous Materials: Materials consisting of or containing any substances defined, regulated or listed as hazardous substances, hazardous materials, hazardous wastes, health hazards, toxic waste, pollutant or toxic substances or similarly identified as hazardous to human health or the environment in or pursuant to CERCLA, the Hazardous Materials Transportation Act, RCRA, the Clean Water Act, California Health and Safety Code, the Clean Air Act, the California Water Code or any other appropriate regulation or law including without limitation friable asbestos, polychlorinated biphenyls, petroleum, natural gas and synthetic fuel products and by-products.

B. Personal Protective Equipment (PPE): Individually donned equipment and clothing used in conjunction with appropriate engineering controls and work practices to protect project workers from unacceptable risk related to the handling of soil, building material, or groundwater impacted with hazardous materials.

C. Training and Personnel Monitoring – Labor, materials, equipment, and analyses, utilized to provide appropriate baseline and ongoing training, communication, and verification, including medical surveillance (if needed), of conditions related to employee exposure to hazardous materials.

D. Contaminated Materials:

1. Contaminated Soil: Soil that cannot be disposed of at a Class II or III landfill/disposal site.

2. Contaminated Water: Ground water from dewatering operations containing constituents at measured levels in excess of permit thresholds for discharge into the sanitary sewer system.

3. Contaminated Sludge: Sludge, sediment and debris removed from the sanitary sewer facilities that cannot be disposed of at a Class II or III landfill/disposal site.

4. Site materials, whether existing or new, other than soil or water that cannot be disposed of at a Class II or III landfill/disposal site shall also be considered as contaminated material.
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HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 2 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

1.03 SUBMITTALS
A. Hazardous Materials Site-Specific Health and Safety Plan (HMSSHASP): Submit for acceptance by the Engineer within 21 days after Notice to Proceed.

B. Amendments: Submit amendments to the HMSSHASP for review and acceptance by the Engineer as they occur.

C. Contaminated Soil Excavation and Disposal Work Plan (CSEDWP):

1. The CONTRACTOR shall prepare and submit to the ENGINEER for approval a CSEDWP. The plan shall be approved prior to beginning any excavation work.

2. The CSEDWP shall address the management of contaminated soils and ground water that may be encountered during the prosecution of the Work. All contaminated material encountered in work areas shall be disposed of at a landfill/disposal site approved for the type of material encountered.

3. The CSEDWP shall address removal and disposal procedures for contaminated soils encountered along the pipeline alignments. The Plan will provide, at a minimum, the following information:
a. The name(s) and address(es) of Subcontractor(s) for work of this Section. b. As discussed in 2.01, the methodology for all waste tracking activities to prevent the occurrence of cross contamination; excavation methods detailing operations necessary to ensure no blending of contaminated soil with noncontaminated soil; and temporary stockpiling methods. c. Corporate name, address, and contact person information (name, telephone, and fax number) of all hazardous waste transporters. Include proof of current permit, license, and/or authorization to transport hazardous waste within the state.
d. Disposal facility information described in 2.01 herein. e. The CONTRACTOR shall submit documentation certifying that all contaminated materials were transported to, accepted, and disposed of, at the disposal facility.

1.04 EXISTING SITE CONDITIONS
A. Contaminated Material:

1. City is not aware of substantial contamination at these Work sites, but given the historic use of the facilities, contaminated material could include lead-based paint, Asbestos concrete pipe, residual solvents, and petroleum hydrocarbons from maintenance activities.

1.05 GENERAL REQUIREMENTS
A. No work that disturbs existing structures, soil, or groundwater containing hazardous materials shall be performed until the Hazardous Substance Site-Specific Health and Safety Plan is reviewed and accepted by the Engineer.

B. Documentation:

1. Maintain logs on-site of monitoring equipment calibration.

2. Maintain logs on-site of the results of field monitoring measurements.

3. Maintain copies on-site of any laboratory analytical results associated with health and safety monitoring.
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HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 3 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) C. Contractor shall comply with the following general work practices:

1. Do not smoke, chew gum, apply cosmetics, or consume food and beverages in areas where hazardous materials are being handled.

2. Wash hands thoroughly before eating, smoking, or drinking.

3. Do not store food in areas where it may come in contact with hazardous materials, including soil and dusts.

4. To the extent practical, stay upwind from operations that emit vapors, gases, or particulates.

5. Clean clothing and footwear upon leaving jobsite and prior to entering any vehicle, mobile equipment, or office.

6. Clean vehicle interiors and hand held tools as needed to prevent accumulation of particulates.

D. Follow guidelines for the selection and use of proper personal protective equipment as outlined in the applicable job safety or task hazard analysis from the Hazardous Material Site Specific Health and Safety Plan. At a minimum all Contractor personnel that may come into contact with site soils shall be suitably dressed to perform their work in a safe manner that minimizes exposure to soil and does not interfere with their hearing, vision, or free use of their hands or feet. The following minimum PPE shall be worn by all Contractor employees who may come into contact with site soils:

1. Waist length shirts with sleeves.

2. Trousers covering the entire leg.

3. Work boots.

4. Eye protection meeting the latest American National Standard for Occupational and Educational eye and face protection.

5. Work gloves when handling soil or hand tools in contact with soil.

6. Additional equipment may modify this minimum requirement and, if required, will be outlined in the Hazardous Material Site Specific Safety and Health Plan as part of the job safety or task hazard analysis.

E. Use equipment, in addition to the minimum outlined herein, if listed in the Hazardous Material Site Specific Safety and Health Plan as part of the job safety or task hazard analysis.

1.06 HAZARDOUS MATERIALS SITE-SPECIFIC HEALTH AND SAFETY PLAN A. Prepare a Hazardous Materials Site-Specific Health and Safety Plan (HMSSHASP) for all site personnel in accordance with the federal OSHA, and Cal/OSHA regulations.

1. The Plan shall include:
a. Provisions specific to handling soils and ballast containing elevated concentrations of petroleum hydrocarbons, poly-nuclear aromatic hydrocarbons, and the metals lead and arsenic.
b. Additional information or procedures as determined necessary by the Contractor for safe performance of work in the presence of hazardous materials.

B. Implement the HMSSHASP, including use of engineering controls, providing its site personnel with the appropriate training and monitoring and personal protective equipment (PPE) based upon the type of work to be performed and the associated hazard, and ensuring proper use of PPE and compliance with safe work practices. The 233
HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 4 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) Contractor shall perform all monitoring necessary to determine the ongoing appropriate level of PPE for the work.

C. The Engineer will have the authority to stop work if, in the opinion of the Engineer, the level of PPE selected by the Contractor is not appropriate or site personnel are not complying with the requirements of the HMSSHASP.

1.07 UNKNOWN HAZARDOUS MATERIALS
A. When the presence of hazardous materials are not indicated in the Contract Documents and the Contractor encounters materials, including groundwater, which the Contractor reasonably believes to be hazardous and the hazardous materials have not been rendered harmless, the Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing. The Contractor may continue work in unaffected areas reasonably believed to be safe.

B. The Engineer will direct the Contractor as to sampling, testing, disposal, and/or remedial work that might take place either through the Contractor’s forces or City’s own forces or an authorized agent. If the consequent delay of work in the affected area delays a current controlling operation, the delay will be considered in accordance with the Contract General Provisions.

PART 2 PRODUCTS

2.01 CONTAMINATED SOILS
A. The CONTRACTOR shall perform all work of this Section in accordance with the Hazardous Materials Site Specific Health and Safety Plan. The Hazardous Materials Site Specific Health and Safety Plan shall contain the information listed below.

B. Hazardous Materials Site Specific Health and Safety Plan

1. Detail the Methods and Procedures to comply with California Labor Code Section 6401.7, Federal, and Local Health and Safety Laws, Rules and Requirements for the duration of the Contract Times. Include the following:
a. Identification of the certified or licensed safety consultant, who will prepare, initiate, maintain, and supervise safety programs, and procedures. Consultant shall meet the following requirements:
1) Health, Safety, and Environmental (HSE) consultants per OSHA requirements, or
2) Certified Safety Professionals (CSP) per OSHA requirements. b. Procedures for providing workers with an awareness of safety and health hazards expected to be encountered in the course of construction. c. Safety equipment appropriate to the safety and health hazards expected to be encountered during construction. Include warning devices, barricades, safety equipment in public right-of-way and protected areas, and safety equipment used in multi-level structures.
d. Methods for minimizing employees' exposure to safety and health hazards expected during construction.
e. Procedures for reporting safety or health hazards.
f. Procedures to follow to correct a recognized safety and health hazard. 234
HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 5 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) g. Procedures for investigation of accidents, injuries, illnesses, and unusual events that have occurred at the construction site.
h. Periodic and scheduled inspections of general work areas and specific work stations.
i. Training for employees and workers at the jobsite.
j. Methods of communication of safe working conditions, work practices and required personal protection equipment.

2. Assume responsibility for every aspect of Health and Safety on the jobsite, including the health and safety of subcontractors, suppliers, and other persons on the jobsite.
a. Employ additional health and safety measures specified by the Safety Consultant, as necessary, for workers in accordance with OSHA guidelines.

3. Transmit to CITY and ENGINEER copies of reports and other documents related to accidents or injuries encountered during construction.

C. On all portions of the work involving grading or excavation, the CONTRACTOR shall examine soil as evidenced by site history, discoloration, odor, differences in soil properties, abandoned underground tanks or pipes, or buried debris.

1. If the project is not within an area of known soil contamination and no evidence of soil contamination is found, then testing of the soil will only be required if directed by the ENGINEER. The CONTRACTOR shall follow the paragraphs below, if contamination is suspected or found.

2. If the work is within an area of known soil contamination or evidence of soil contamination is found, then soil from grading or excavation operations shall be tested.
a. The soil shall be managed as required by the governing agencies. b. The CONTRACTOR shall test excavated material suspected of contamination for disposal characteristics.
c. All confirmation and stockpile soil samples for testing shall be submitted to a State-certified analytical laboratory for chemical analysis.

3. If the project is found to be within an area of soil contamination not identified by the CITY in the Contract Documents, a change order shall be negotiated to cover additional work performed by the CONTRACTOR.

D. During excavation, if the CONTRACTOR encounters contaminated soil, the CONTRACTOR shall immediately implement the CSEDWP. Any non-contaminated soil that becomes mixed with contaminated soil shall be designated as contaminated and shall be handled and disposed as such at no additional cost to the CITY.

CONTRACTOR will not be paid for handling and disposal of the volume of noncontaminated soil at the contaminated soil price, if it is mixed with contaminated soil.

E. The CONTRACTOR shall temporarily stockpile excavated soil in piles not exceeding a volume of 500 cubic yards pending soil characterization and analytical results.

Stockpiles shall be securely barricaded and clearly labeled. Excavated material will not have to be segregated into different stockpiles for sampling and disposal. However, if a clearly segregable material is encountered (railroad ballast or other soil that is stained, odorous, or discolored) the material shall be stockpiled separately and sampled for disposal characteristics.

F. Contaminated soils stored at the temporary stockpile area shall be covered with visqueen material to prevent the migration of contaminants from the material. CONTRACTOR 235
HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 6 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) shall provide temporary berms constructed of clean soil or hay bales and covered with visqueen to contain runoff from the stockpiled soil. Visqueen material shall have a thickness of at least 10 milli-inches. CONTRACTOR shall recover all rainwater or other water that collects in the temporary stockpile area.

G. The CONTRACTOR shall implement a material tracking system to track all contaminated soil between collection, excavation, stockpiling or storage, sampling and testing, and final disposition. The waste tracking system shall include identification of the source of the soil (location, depths, and date of excavation) and stockpile or storage location.

1. The CONTRACTOR shall identify a minimum of one landfill that is permitted to and will accept the contaminated soils expected for disposal. The CONTRACTOR shall select landfills that are established, fully operational, and in full compliance with all applicable federal, state, and local regulations.

H. All construction equipment used for the handling of contaminated material shall be decontaminated prior to use for other work elements or removal from site.

2.02 CONTAMINATED WATER
A. The CONTRACTOR shall perform all work of this Section in accordance with the Construction Safety Plan described in this specification.

B. The CONTRACTOR shall contain and properly dispose of all water generated from excavation work in contaminated areas, as described in this Section.

C. The CONTRACTOR shall test excavated ground water for disposal characteristics. The CONTRACTOR shall allow the suspended particles to settle out of solution prior to testing water. Water samples taken during initial studies included suspended particles that contained metals. All confirmation samples will be submitted to a State-certified analytical laboratory for chemical analysis.

D. During excavation operations, if the CONTRACTOR encounters contaminated water, the CONTRACTOR shall immediately implement the CSEDWP. Any noncontaminated water that becomes mixed with contaminated water shall be designated as contaminated water and shall be handled and disposed as such at no additional cost to the CITY. CONTRACTOR will not be paid for handling and disposal of the volume of non-contaminated water at the contaminated price, if it is mixed with contaminated water.

E. The CONTRACTOR shall temporarily store water from dewatering activities pending water characterization and analytical results. Stored water shall be clearly labeled.

Contractor shall install in-line filtration system prior to disposal for water if required by disposal facility.

F. The CONTRACTOR shall identify a minimum of one disposal site that is permitted to and will accept the contaminated water expected for disposal. The CONTRACTOR shall select facilities that are established, fully operational, and in full compliance with all applicable federal, state, and local regulations.
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HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 7 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) G. All construction equipment used for the handling of contaminated material shall be decontaminated prior to use for other work elements or removal from site.

PART 3 EXECUTION

3.01 HAZARDOUS MATERIALS INDEMNITY
A. From and after CONTRACTOR undertakes work on the property subject to this Agreement, CONTRACTOR shall indemnify, defend (with counsel selected by CITY) and hold harmless CITY, from and against all Liability concerning CONTRACTOR’s operations on said property. CONTRACTOR and CITY agree that upon receipt of any notices of a release or potential release of Hazardous Materials during work on the property subject to this Agreement or transportation to or from the disposal facility at which the hazardous soils may be placed, the parties will provide prompt notice to the other. CONTRACTOR shall timely initiate and diligently pursue and complete all appropriate response, remediation, and removal actions for the release, within the deadlines specified by applicable laws and regulations.

B. So long as CONTRACTOR is not in material breach hereof, and is discharging its defense and indemnity obligations in a reasonable and responsible manner for a Liability, and it has accepted and is discharging responsibility hereunder for such liability without any reservation of rights, CITY hereby assigns to CONTRACTOR all of its present and future rights to recover, or receive contribution, from any and all potentially responsible third parties for those costs, expenses and fees incurred by CONTRACTOR pursuant to this Indemnity. Subject to the foregoing, CITY hereby also assigns its rights to CONTRACTOR to bring an action against or otherwise cause any or all of such potentially responsible parties to take responsive actions, and to remove and remediate the Hazardous Materials. Each party agrees to cooperate fully with the other in the preservation and prosecution of all such claims and private enforcement actions.

C. So long as CONTRACTOR is not in material breach hereof, and is discharging its defense and indemnity obligations in a reasonable and responsible manner for a Liability, and it has accepted responsibility hereunder for such liability without any reservation of rights, CONTRACTOR shall have control over the defense of such Liability without any reservation of rights, and over all negotiations relating to the settlement thereof. CONTRACTOR's exercise of control over settlements shall not relieve CONTRACTOR of its indemnity and defense obligations to CITY.

3.02 HAZARDOUS MATERIAL AND WASTE MANAGEMENT
A. Storage: The CONTRACTOR shall label and store all hazardous materials, such as pesticides, paints, thinners, solvents, and fuels; and all hazardous wastes, such as waste oil and antifreeze; in accordance with all applicable local, State and Federal regulations.

1. The CONTRACTOR shall store all hazardous materials and all hazardous wastes in accordance with secondary containment regulations, and it is recommended that these materials and wastes be covered, as needed, to avoid potential management of collected rain water as a hazardous waste.

2. The CONTRACTOR shall keep an accurate, up-to-date inventory, including, but not limited to, Material Safety Data Sheets (MSDSs) of hazardous materials and 237
HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES 01354 - 8 SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) hazardous wastes stored on-site, to assist emergency response personnel in the event of a hazardous materials incident.

B. Usage: When rain forecast within 24 hours or during wet weather, the Engineer may prevent the CONTRACTOR from applying chemicals in outside areas. The CONTRACTOR shall not over-apply pesticides or fertilizers and shall follow material manufacturer's instructions regarding uses, protective equipment, ventilation, flammability, and mixing of chemicals.

C. Disposal: The CONTRACTOR shall arrange for regular hazardous waste collection to comply with time limits on storage of hazardous wastes. The CONTRACTOR shall dispose of hazardous waste only at authorized and permitted Treatment, Storage, and Disposal Facilities, and use only licensed hazardous waste haulers to remove the waste off-site, unless quantities to be transported are below applicable threshold limits for transportation specified in State and Federal regulations. CONTRACTOR shall ensure that CITY receives a copy of the Uniform Hazardous Waste Manifest form completed by the hazardous waste facility that accepted said materials. ***END OF SECTION***
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MOBILIZATION/DEMOBILIZATION 01505 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01505

MOBILIZATION/DEMOBILIZATON
PART 1 - GENERAL

1.01 GENERAL
A. Mobilization shall include the obtaining of all permits; moving onto and off of the site of all personnel and equipment; furnishing and erecting temporary facilities, temporary fence, and other construction facilities, including the dismantling and removal of such facilities; and implementing security requirements; all as required for the proper performance and completion of the WORK.

Mobilization shall include the following principal items:

1. Moving on to the site of all CONTRACTOR's equipment required for first month operations.

2. Providing on-site sanitary facilities and potable water facilities.

3. Arranging for and erection of CONTRACTOR's work and storage areas.

4. Obtaining all required permits including, but not limited to, City of Belmont Encroachment Permit, discharge permit from the Silicon Valley Treatment Plant, OSHA permits, and all other permits necessary to complete the work.

5. Having all OSHA required notices and establishment of safety programs.

6. Having the CONTRACTOR's superintendent at the job site full time.

7. Submitting initial submittals, including those required for the Preconstruction Conference.

8. Completing the Preconstruction Conference.

9. Obtaining temporary construction water permit and meter from Mid-Peninsula Water District (MPWD). The contractor is responsible for providing a backflow prevention device with current test certification and conveying water to the point of use.

B. Demobilization shall include moving off the site all equipment and temporary facilities; final cleaning of all work sites and the Contractor’s staging area; completion of all punch list items; and submittal of construction record drawings, any required permits signed by the issuing agency, certifications, and operation and maintenance manuals.

PART 2 - PRODUCTS
Not Used.

PART 3 - EXECUTION
Not Used.
***END OF SECTION***
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TEMPORARY FLOW CONTROL 01531 - 1
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01531

TEMPORARY FLOW CONTROL
PART 1 - GENERAL

1.01 DEFINITION
A. Bypass Pumping: Temporary flow control accomplished by diverting flow away from the Work area using one or more pumps
B. Temporary Flow Control: Reducing, limiting, or excluding flow in or to a sanitary sewer, storm sewer, pump station, force main, or other facility as required for performing the Work under the Contract. Draining, handling, and disposal of sanitary sewage and stormwater from pipelines and other facilities as required for performing the Work under the Contract is also part of temporary flow control.

C. Temporary Flow Control Plan: Plan prepared by Contractor containing complete information on how Contractor proposes to perform temporary flow control in accordance with specified requirements.

1.02 SYSTEM DESCRIPTION
A. Provide facilities and controls required to intercept, convey, and discharge sanitary sewer flows to the pump station and adjacent gravity sewer lines at all times during Construction.

B. Include standby and emergency equipment as specified herein, and as necessary to adequately convey the inflows.

C. The estimated flow rates at the Pump Station are listed below:

1. Haskins Pump Station Peak Wet Weather Flow (PWWF): 354 gpm.

2. Gravity Sewer Peak Wet Weather Flow (PWWF): 1,329 gpm

3. San Juan Pump Station Peak Wet Weather Flow (PWWF): 1,683 gpm (Combined Gravity and Haskins PWWF)

4. Existing Measured San Juan Pump Station Peak Discharge Flow Rate: 940 gpm D. The existing pump station and force main is not capable of conveying the PWWF. The Contractor shall not increase the operating pressure and flow rate within the existing force main beyond the existing pump station operating conditions. Increasing the pressure/flow rate may damage and/or a break the existing force main. See the pumping system capacity requirements below.

E. Bypass pumping system capacity requirements:

1. When the bypass pumping system utilizes the existing force main, the system shall be designed using the following capacity: 940 gpm at 225 total feet of head. The pump curves shall be within 5% of the identified operating points.

2. When the bypass pumping system utilizes the new force main the system shall be designed to convey the PWWF of 1,683 gpm at 250 feet of total dynamic head.

F. Installation of the new force main may conflict with the existing force main due to utility congestion. The contractor shall assume that there may be up to three locations (200 linear 240
TEMPORARY FLOW CONTROL 01531 - 2
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) feet of pipe per location) where the existing force main needs to be removed to install the new force main.

1. A temporary bypass force main will be required to accommodate installation of the new force main.

2. Contractor shall develop a detailed plan for draining the force main, handling and conveying all sewage, making connections to the existing force main, installing temporary bypass pipes, etc.

3. Temporary bypass pipes may need to be installed at night when flows to the pump station are limited.

4. Bypass system may require the use of multiple vactor trucks to handle and convey sewage during draining of the existing force main and installation of temporary bypass pipes.

5. Access to driveways shall be provided at all times during construction.

6. The use of temporary bypass pipes shall be limited to the extent practicable. The Contractor shall phase the work requiring temporary bypass pipes to occur at the end of the force main installation to limit the duration of temporary bypass pipe use.

G. Contractor shall phase the project in a manner that minimizes the use of the existing force main for bypass pumping to the extent feasible.

H. The new force main shall be fully installed, inspected, and tested prior to utilizing it for bypass pumping.

I. All sewer flows shall be pumped to and discharged to the gravity sewer system at or downstream of the existing sanitary sewer force main discharge location. There are no City of Belmont gravity sewer lines closer to the pump station that the flow can be pumped to.

J. Contractor shall assume responsibility for the pump station, all pump station equipment, and all pump station flows to the completion of the project once the contractor modifies any of the following:

1. Existing force main or discharge piping

2. Existing pump station equipment, including but not limited to, electrical equipment, power source, alarms, floats, guide rails, pumps, and backup generator.

K. Conform to regulatory requirements.

L. Protect water resources, wetlands, and other natural resources.

M. Temporary flow control shall be done in a manner that will not damage private or public property, or create a nuisance or public menace. Flow shall be conveyed in enclosed pipes that are adequately protected from traffic or other hazards.

N. Bypass systems that are left in place unsupervised (i.e. during non-working hours), shall be a completely redundant system, with alarms that will alert the Contractor and City if desired, of issues that occur on the system. Minimum measures needed to be completely redundant include a backup pump (capable of conveying the entire design peak flow rate), backup power, automatic transfer switch to backup power, and backup water level monitor/floats.

1.03 SITE CONDITIONS
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) A. Obtain approval and secure permits for placement of temporary flow control facilities within public right-of-way.

B. Existing facilities are shown on Drawings.

1.04 SUBMITTALS
A.Informational Submittals:

1. Temporary Flow Control and Bypass Plan.

2. Emergency Cleanup Plan.

3. Emergency Contact Information.

4. Names and qualifications of industrial hygienist and standby cleanup Subcontractor, including but not limited to, certification by the Institute of Inspection, Cleaning, and Restoration Certification (IICRC).

5. Information describing equipment and materials to be used and showing conformance with specified requirements.

B. Notification Letter:

1. Provide notification letter to City with the date that the Contractor will be responsible for managing the existing pump station and flows associated with it.

1.05 QUALITY ASSURANCE
A. Qualifications:

1. Industrial Hygienist and Cleanup Subcontractor: Certified by the Institute of Inspection, Cleaning, and Restoration Certification (IICRC).

2. Temporary Flow Control System Designer: Professional engineer who has at least 5 years’ experience in design of such systems and who is registered in the State of California.

PART 2 - MATERIALS

2.01 GENERAL REQUIREMENTS
A. Provide materials and equipment that will ensure continuous and successful operation of temporary flow control systems.

B. Contractor shall regularly inspect the bypass system and repair or modify systems as necessary.

C. Unless otherwise shown or specified, materials and equipment may be new or used at Contractor’s option.

2.02 PLUGS
A. Provide with taps for connection of pressure gauges and air hoses and flow-through capability.

B. Pipe Diameters 24 Inches and Smaller: Use mechanical plugs with rubber gaskets or pneumatic plugs with rubber boots.
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TEMPORARY FLOW CONTROL 01531 - 4
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) C. Pipe Diameters Larger than 24 Inches:

1. Use inflatable bag stoppers made in two or more pieces.

2. Manufacturers:
a. Lansas
b. Cherne Industries
c. Or approved equal

2.03 PUMPS
A. Provide full pumping redundancy that will be automatically implemented immediately upon failure of primary pump.

B. Pumps shall be fully automatic, self-priming units that do not require use of foot valves or vacuum pumps in priming system.

C. Pumps shall be solids handling design with ability to pump minimum 3-inch diameter sphere.

D. Pumps shall be able to run dry for long periods of time to accommodate cyclical nature of flows.

E. Engine: Equipped to minimize noise. Noise levels shall not exceed 55 dBA at a distance of 50 feet from source

2.04 GENERATOR
A. Generator shall be able to simultaneously start and run electric powered pumps required for flow to be controlled.

B. Equipped to minimize noise. Noise levels shall not exceed 55 dBA at a distance of 50 feet from source.

C. Include automatic transfer switch if flow control system is to operate unattended.

D. Use of the existing generator during bypass pumping is acceptable with an approved submittal detailing the proposed wiring, connection, and alarm modifications. The Contractor is responsible for all temporary connections, confirming compatibility, fuel, maintenance, and ensuring it is capable of starting and running all bypass equipment.

E. Contractor is responsible for providing all fuel required during bypass pumping. Contractor shall fill the existing fuel tank upon completion of bypass pumping.

F. Temporary generators shall be registered with the California Air Resource Board (ARB) and shall meet all ARB and Bay Area Air Quality Management District (BAAQMD) requirements.

2.05 LEVEL SENSORS, ALARM AND NOTIFICATION SYSTEM
A. Provide redundant backup level sensors that will automatically start and stop the pumps in the event of a primary level sensor failure.
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TEMPORARY FLOW CONTROL 01531 - 5
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) B. At a minimum, the Contractor shall maintain high level and power failure alarms at all times during bypass pumping. The existing pump station alarm system can be used during construction where feasible and applicable.

2.06 STANDBY EQUIPMENT
A. Standby equipment shall be on site during bypass pumping operations include:

1. Standby Pump with capacity to meet the required flows if the primary pump failure.

2. Power Generator: Backup power generator is required, capable, or starting and running the pumps in case primary power fails.

PART 3 - EXECUTION

3.01 GENERAL REQUIREMENTS
A. Install temporary flow control facilities only within public right-of-way, Owner’s property, temporary construction easement, permanent easement, or easement obtained by Contractor.

B. Operate and maintain temporary flow control 24 hours per day, 7 days per week, including without limitation, holidays, as required to control flows.

C. Bypass pumping equipment shall remain in place until the new pump station is fully function and has passed all testing requirements. Promptly remove temporary flow control facilities as soon as they are no longer needed.

D. Sewage shall not be conveyed within the soil in open trenches at any time during construction.

3.02 TEMPORARY FLOW CONTROL PLAN
A. Prepare and submit Temporary Flow Control Plan at least 30 days before starting the Work requiring temporary flow control; include following information:

1. Drawings indicating location of temporary sewer plugs and bypass discharge lines.

2. Locations where flow will be intercepted and discharged.

3. If trucks are to be employed include the following:
a. Numbers and sizes of trucks.
b. Configuration of facilities to be used to load trucks at each interception location.
c. Locations where trucks will unload.
d. Time for loading, unloading, and travel.

4. Complete descriptions and performance characteristics of pumps, electric power generators, and standby equipment.

5. Acoustical information for equipment to be used showing compliance with noise control requirements.

6. Details of temporary force mains, including horizontal and vertical alignments, pipe materials, protection of existing buried and aboveground facilities and improvements, maintenance of traffic and access to properties.

7. Design calculations proving adequacy of temporary system and selected equipment to convey all flows.
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TEMPORARY FLOW CONTROL 01531 - 6
SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645)

8. Drawings showing layouts and configurations of temporary flow control facilities and also showing locations relative to right-of-way easement, and property boundaries.

9. Drawings and design calculations of temporary bulkheads and plugs.

10. Drawings and design calculations for thrust restraint of temporary piping.

11. Details of system controls and control logic; include diagrams and narrative.

12. Anticipated schedule for the Work.

13. Other information to completely describe temporary flow control facilities and conformance to specified requirements.

3.03 BLOCKING FLOW
A. Flow control may consist of blocking flow with mechanical or pneumatic plugs if only small amount of flow needs to be controlled and adequate storage is available.

B. Use primary and secondary plugs for each flow control location.

C. When blocking flow is no longer needed for performance and acceptance of the Work, remove plugs in a manner that permits sewage flow to slowly return to normal without surcharging or causing other major disturbances downstream.

D. Remove temporary plugs at end of each working day and restore normal flow. If downstream work is not or cannot be completed during workday provide, operate, and maintain bypass pumping system or other method of flow control to accommodate flows.

3.04 PIPING
A. Minimize disturbance of existing utilities.

B. Where temporary flow control pipelines cross streets and private driveways, install pipeline in trench and cover with temporary pavement.

C. Installation of bypass pipelines is prohibited in salt marsh/wetland areas.

3.05 TEMPORARY SANITARY SEWAGE FLOW REDUCTION
A. Due to the significantly large sewershed area, it is not possible to significantly reduce the sewage flow to the pump station and adjacent sewer mains; however, Contractor may request sewer service customers upstream of the Work area to reduce or curtail sewer flow, only when approved by City. The following notices must occur if approved.

1. First Notice: Not less than 1 week nor more than 2 weeks prior to when sewer flow deduction or curtailment is requested.

2. Second Notice: Not more than 24 hours nor less than 12 hours prior to when sewer flow deduction or curtailment is requested.

B. When service lateral must be disconnected from main, temporary piping and connections shall be made to provide continuous sewer service at all times during construction.

C. Promptly notify sewer service customers that were requested to reduce sewer flow when the Work is complete and full uninterrupted service restored. 245
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) D. Contractor shall be responsible for control of sewage flows and under no circumstances be entitled to rely on flow reduction by upstream sewer service customers.

3.06 FIELD QUALITY CONTROL
A. Hydrostatic Pressure Test for Pump Bypass Systems:

1. Prior to operation, test each section of discharge piping with the maximum operating pressure of system.

2. Notify Owner 24 hours prior to testing.

B. Full Scale Test:

1. At least 14 days prior to test, notify Engineer of date and time of test.

2. Do not begin temporary flow control activities until successful test has been completed.

3. Conduct test on proposed temporary flow control at least 14 days before scheduled date of actual proposed temporary flow control.

4. Purpose of test is to demonstrate capability, function, and reliability of Contractor’s proposed method of temporary flow control.

5. Duration: Minimum of 4 hours.

6. Conduct between 8:00 a.m. and 4:00 p.m. Do not conduct test on Saturday, Sunday, or holiday.

7. If electric pumps are being used, provide standby generators to ensure continuity of pumping operation in event of power failure.

8. Demonstrate system controls and operation, reliability, and transfer to standby equipment during test.

9. Conduct until flow is accommodated for minimum specified test duration.

10. Failure:
a. Test shall be deemed to have failed if during test flows are not accommodated for whatever reason and for whatever length of time.
b. If test fails, determine and correct deficiencies that caused test to fail and conduct another Full Scale Test.

11. Determination by Engineer of a successful test, permission by Engineer to proceed with the Work requiring temporary flow control, or anything else shall not relieve Contractor from responsibility to provide temporary flow control. ***END OF SECTION***
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01550

TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: temporary facilities for the project including sanitary facilities, storage of materials, safety requirements, first aid equipment, fire protection, security measures, protection of the Work and property, access roads and parking, environmental controls, disposal of trash, debris and excavated material, and pest and rodent control.

1.02 CONTRACTOR’S RESPONSIBILITY
A. Comply with applicable requirements as specified in other Sections.

1. Maintain and operate temporary facilities and systems to assure continuous service.

2. Modify and extend systems as Work progress requires.

3. Completely remove temporary materials and equipment when their use is no longer required.

4. Restore existing facilities used for temporary services to specified or to original condition.

5. Maintain sewer service as described in Section 01531.

1.03 TEMPORARY UTILITIES
A. Obtaining Temporary Service:

1. Make arrangements with utility service companies for temporary services as necessary to compete the work.

2. Abide by rules and regulations of the utility service companies or authorities having jurisdiction.

3. Be responsible for utility service costs until the Work is substantially complete. Included are fuel, power, light, heat, water, and other utility services necessary for execution, completion, testing, and initial operation of the Work.

B. Water:

1. Provide water required for and in connection with Work to be performed or for other use as required for proper completion of the Work.

2. The Contractor is responsible for obtaining temporary construction water permit and meter from Mid-Peninsula Water District (District). The contractor is responsible for providing a backflow prevention device with current test certification and conveying water to the point of use.

3. Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel and Engineer or his Representatives.

C. Electricity and Lighting:

1. Provide electric power service as required for the Work. Provide power for operation of the Contractor’s equipment, or for any other use by Contractor.

D. Sanitary Facilities:

1. Provide and maintain sanitary facilities for persons on the job site; comply with the regulations of State and local departments of health.
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2. Enforce the use of sanitary facilities by construction personnel at the job site. Such facilities shall be enclosed. Pit-type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem; have sewer and waste hauled off-site and properly disposed in accordance with applicable regulations.

3. Locate toilets near the Work site and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work.

1.04 FIELD OFFICE
Not Used.

1.05 STORAGE OF MATERIALS
A. Storage of materials not susceptible to weather damage may be on blocks off the ground.

B. Store materials in a neat and orderly manner. Place materials to permit easy access for identification, inspection, and inventory.

C. Stockpile materials in a way that provides drainage temporary and existing buildings and facilities.

D. Materials and equipment shall not be stored on private property without receiving written approval from property owner.

1.06 SAFETY REQUIREMENTS
A. Conduct operations in strict accord with applicable Federal, State and local safety codes and statutes and with good construction practice. The Contractor is fully responsible and obligated to establish and maintain procedures for safety of all work, personnel, and equipment involved in the Project.

B. Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Engineer’s representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work or place of work on the job site under this Contract, and after such investigation or inspection, advise the Engineer of the results. Submit one copy of accident reports to Engineer within 10 days of occurrence.

C. Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability. Constantly observe infiltration of liquids into the Work area for visual or odor evidences of contamination, immediate take appropriate steps to seal off entry of contaminated liquids to the Work area.

D. Safety measures, including but not limited to safety personnel, first-aid equipment, ventilating equipment and safety equipment, in the specifications and shown on the Drawings are obligations of the Contractor.

E. Maintain required coordination with the Police and Fire Departments during the entire period covered by the Contract.
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1.07 FIRST AID EQUIPMENT
A. Provide a first aid kit throughout the construction period. List telephone numbers for physicians, hospitals, and ambulance services in each first aid kit.

B. Have at least one person thoroughly trained in first aid procedures present on the site whenever Work is in progress.

1.08 FIRE PROTECTION
A. Conform to specified fire protection and prevention requirements established by Federal, State or local governmental agencies and as provided in Contractor's Safety Program.

1.09 SECURITY MEASURES
A. Protect all Work materials, equipment, and property from loss, theft, damage, and vandalism.

Contractor's duty to protect property includes Owner's property used in connection with the performance of the Contract.

B. If existing fencing or barriers are breached or removed for purposes of construction, provide and maintain temporary security fencing equal to existing.

1.10 PROTECTION OF PUBLIC UTILITIES
A. Prevent damage to existing public utilities during construction. Give owners of utilities at least 48 hours notice before commencing Work in the area, for locating utilities during construction, and for making adjustments or relocation of utilities when they conflict with the proposed Work.

1.11 PROTECTION OF THE WORK AND PROPERTY
A. Preventive Actions:

1. Take precautions, provide programs, and take actions necessary to protect the Work and public and private property from damage.

2. Take action to prevent damage, injury or loss, including, but not be limited to, the following:
a. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with progress of the Work or the Owner's operations. b. Provide suitable storage for materials which are subject to damage by exposure to weather, theft, breakage, or otherwise.
c. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work.
d. Frequently clean up refuse, rubbish, scrap materials, and debris caused by construction operations, keeping the Project site safe and orderly.
e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways, and other hazardous areas.

3. Obtain written consent from proper parties before entering or occupying with workers, tools, materials or equipment, privately-owned land.

4. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by 249
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) the Contractor to a condition equal to or better than that existing before the damage was done.

B. Barricades and Warning Signals: Where Work is performed on or adjacent to any roadway, right-of-way, or public place, furnish and erect barricades, fences, lights, warning signs, and danger signals; provide watchmen; and take other precautionary measures for the protection of persons or property and protection of the Work. Use barricades painted to be visible at night.

From sunset to sunrise, furnish and maintain at least one light at each barricade. Erect sufficient barricades to keep vehicles from being driven on or into Work under construction. Furnish watchmen in sufficient numbers to protect the Work. Maintain barricades, signs, and lights, and provide watchmen until the Project is accepted by the City.

C. Protection of Existing Structures:

1. Underground Structures:
a. Underground structures are defined to include, but not be limited to, sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work.
b. Known underground structures, including existing siphons are shown on the Drawings. This information is shown for the assistance of the Contractor in accordance with the best information available, but is not guaranteed to be correct or complete.
c. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner. d. Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures.
e. If permanent relocation of an underground structure or other subsurface installations is required and not otherwise provided for in the Contract Documents, the City will direct Contractor in writing to perform the Work, which shall be paid for under the provisions for changes in the Contract Price as described in the City’s General Conditions.

2. Surface Structures: Surface structures are defined as existing buildings, structures and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface.

3. Protection of Underground and Surface Structures:
a. Support in place and protect from direct or indirect injury underground and surface structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports, Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. b. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility. Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties, or of making such changes or repairs to their property that may be considered necessary by performance of this Contract.
250
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) c. Notify the owners and/or operators of utilities and pipelines of the nature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures, pipelines, or utilities, give a minimum of 5 working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation. Keep flags in place until construction operation reach and uncover the utility.
d. Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not limited to damage and expense for direct or indirect injury caused by his Work to any structure. Immediately repair damage caused, to the satisfaction of the owner of the damaged structure.

4. Protection of Installed Products:
a. Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed, prior to completion of Work.
b. Control traffic to prevent damage to equipment, materials, and surfaces. c. Provide coverings to protect equipment and materials from damage.

5. Protection of Landscaping
a. The Contractor shall be responsible for the protection of all the trees, shrubs, irrigation systems, fences, and other landscape items adjacent to or within the work area, unless they are directed to do otherwise on the plans. b. In the event of damage to landscape items, the Contractor shall replace the damaged items to the satisfaction of the engineer and the owner, or pay damages to the owner as directed by the City.
c. When the proposed pipeline is to be within planted or other improved areas in public or private easements, the Contractor shall restore such areas to the original condition after completion of the work. Restoration shall include a placement of 5 inches of topsoil, resoding, seeding, and replacement of all landscaped items. d. If the Contractor does not proceed with the restoration after completion of the work or does not complete the restoration in a satisfactory manner, the City reserves the right to have the work done and to charge the Contractor for the actual cost of the restoration including all labor, material, and overhead required for restoration.

D. See Section 01120-1.14 for Temporary Construction Easement restrictions and requirements.

1.12 ROADS, PARKING, AND TRAFFIC CONTROL
A. See Section 01120 for Traffic Control Requirements.

B. Prevent interference with traffic on existing roads to the maximum extent possible.

C. Designate temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. Locate as approved by City.

D. Minimize use by construction traffic of existing streets and driveways.

E. Do not allow heavy vehicles or construction equipment in existing parking areas.

1.13 ENVIRONMENTAL CONTROLS
251
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) A. Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas.

B. Comply with statutes, regulations, and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969, PL 91-190, Executive Order 11514.

C. The City recognizes that the site has considerable natural value and that construction of projects should have minimum impact to the surrounding environment. The Contractor shall adopt construction procedures that do not cause unnecessary excavation and filling of the terrain, indiscriminate destruction of vegetation, air or stream pollution, nor the harassment or destruction of wildlife.

D. Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Particularly avoid pollution of "on-site" streams, wells or other water sources.

E. Burning of rubbish, debris, or waste materials is not permitted.

1.14 POLLUTION CONTROL
A. Prepare a Spill Response and Prevention Plan, specific to the Contractor’s means and methods.

Submit prior to mobilization per Section 01300, Contractor Submittals.

B. Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by discharge of noxious substances from construction operations.

C. Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-site, and replace with suitable compacted fill and topsoil.

D. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers.

E. Prevent toxic concentrations of chemicals.

F. Prevent harmful dispersal of pollutants into the atmosphere.

G. Use equipment during construction that conforms to current Federal, State and local laws and regulations.

H. Dispose of all trash and debris in permitted landfills or recycling facilities, as applicable, in accordance with state and local laws and regulations.

1.15 PEST AND RODENT CONTROL
A. Provide rodent and pest control as necessary to prevent infestation of construction or storage areas.

B. Employ methods and use materials which will not adversely affect conditions at the site or on adjoining properties.
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1.16 NOISE CONTROL
A. Provide vehicles, equipment, and construction activities that minimize noise to the greatest degree practicable. Noise levels shall conform to the latest OSHA standards and the City of Belmont’s Construction Noise Ordinance.

B. Conduct construction operations during daylight hours except as approved by Engineer.

C. Select construction equipment to operate with minimum noise and vibration.

1.17 DUST CONTROL
A. Control objectionable dust caused by operation of vehicles and equipment. Apply water or use other methods, subject to approval of the Engineer, which will control the amount of dust generated.

PART 2 - MATERIALS
Not Used.

PART 3 - EXECUTION
Not Used.
***END OF SECTION***
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) SECTION 01600

ENVIRONMENTAL PROTECTION
PART 1 GENERAL

1.01 REGULATORY REQUIREMENTS
A. These specifications reflect regulatory permit requirements known at the time of bidding.

B. Contractor shall adhere to all related requirements set forth in the State Water Resources Control Board NPDES General Permit Requirements (Order No. 2009-0009-DWQ).

Permit requirements are available for download on the State Water Resource Control Board’s website (http://www.waterboards.ca.gov).

1.02 SUBMITTALS
A. Storm Water Pollution Control Plan (WPCP)

1. Submit to the City a Storm Water Pollution Control Plan (WPCP) detailing the placement of physical Best Management Practices (BMPs) to comply with the requirements set forth in the State Water Resources Control Board NPDES General Permit Requirements (Order No. 2009-0009-DWQ) and required for the Work, and the methods used to comply with those BMPs directed at operational procedures, Monitoring Program and Reporting Plan. The plan shall specifically address and detail changes from the alternatives called out in this section. The Contractor’s preferred techniques shall show how it will comply with the stated objectives of the program.

2. The Contractor shall submit details and product data for proposed BMP’s. Details shall be from the CASQA Stormwater Best Management Practice (BMP), Handbook Portal, Construction, and shall be marked to show compliance or marked to show deviation.

3. The entire plan shall be kept and maintained by the Contractor on the construction site during the duration of the project.

4. The Contractor shall be responsible for taking the proper actions to prevent contaminants and sediments from entering the storm sewer drainage system should any unforeseen circumstance occur. The Contractor shall take immediate action if directed by the Engineer, or if the Contractor observes contaminants and/or sediments entering the storm drainage system, to prevent further storm water from entering the system.

B. Product Data: On all proposed products.

PART 2 PRODUCTS

2.01 GENERAL
A. All necessary erosion control products and systems required by the State Water Resources Control Board NPDES General Permit (Order No. 2009-0009-DWQ) shall be 254
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) used. All products and installations shall adhere to the CASQA Stormwater Best Management Practice Handbook.

2.02 FIBER ROLLS
A. Contractor shall install fiber rolls as shown in the submitted pollution control plan and as directed by the Engineer to sufficiently control erosion.

B. Cylinders of biodegradable plant material such as weed-free straw, coir, compost, wood chips, excelsior, or wood fiber or shavings encased within biodegradable netting.

C. Fiber rolls shall be 8” minimum diameter.

D. Fiber rolls shall be staked with oak stakes with minimum dimensions of 0.75 inches square by 24 inches long.

E. Netting Material: Clean, evenly woven, and free of encrusted concrete or other contaminating materials such as preservatives. Also free from cuts, tears, or weak places with a minimum lifespan of 6 months.

2.03 FILTER FABRIC
A. Woven or nonwoven geotextile filter fabric made of either polypropylene, polyethylene, ethylene, or polyamide material, in continuous rolls of longest practical length.

B. Grab Strength: 100 psi in any principal direction (ASTM D-4632), Mullen burst strength >200 psi (ASTM D-3786), and equivalent opening size between 50 and 140.

C. Furnish ultraviolet inhibitors and stabilizers for minimum 6 months of expected usable construction life at temperature range of 0 degrees F to 120 degrees F.

2.04 SANDBAGS
A. Polypropylene, polyethylene, or polyamide woven fabric, with minimum unit weight of 4 ounces per square yard, Muller burst strength exceeding 300 psi, and ultraviolet stability exceeding 70 percent. Fill bags with bank-run sand.

PART 3 EXECUTION

3.01 SITE PROTECTION
A. All site protection measures described herein, including stormwater pollution prevention and habitat protection as described in the Special Provisions, shall be maintained in place continuously for the duration of construction.

B. The Contractor shall maintain a controlled and stable work area at all times. The Contractor is responsible to take those measures needed to control site runoff and soil disturbance, including the placement of temporary aggregate base course at work sites to prevent soil erosion during construction as required.
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3.02 DUST CONTROL
A. The Contractor at its expense shall take whatever steps, procedures, or means as are required to prevent abnormal dust conditions being caused by its operations in connection with the execution of the Work; and on any unpaved road which the Contractor or any of its subcontractors are using, excavation or fill areas, demolition operations, or other activities. Control shall be by sprinkling, use of dust palliatives, modification of operations, or any other means acceptable to agencies having jurisdiction.

B. All construction areas shall be watered at least twice daily and more often during windy periods. Active areas adjacent to residences should be kept damp at all times.

C. Unless the construction dictates otherwise, and unless otherwise approved by the City's Representative, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzle. The paved streets, parking areas, and staging areas shall be swept at the end of each day of construction as necessary to keep paved areas acceptably clean and to prevent sediment discharges from reaching the drainage system. Adjacent public streets where visible material has been carried onto shall be swept daily.

D. Enclose, cover, water twice daily, or apply (non-toxic) soil binders to exposed stockpiles (dirt, sand, etc.)
E. Vehicles driving on dirt areas will travel at speeds no greater than 10 mph to minimize noise and dust disturbance.

F. Cover all trucks hauling soil, sand, and other loose materials or require trucks to maintain at least two feet of freeboard above the load.

G. Suspend construction activities that cause visible dust plumes that extend beyond the construction site.

3.03 NOISE ABATEMENT
A. Operations at the work sites shall be performed so as to minimize unnecessary noise.

Special measures shall be taken to suppress noise during any approved working hour variances. Noise levels due to construction activity shall not exceed the levels specified by local ordinance.

B. Internal combustion engines used on the Work shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated without said muffler.

C. All noise generating activity shall comply with City of Belmont’s noise Ordinance.

3.04 INSTALLATION OF FIBER ROLLS
A. Fiber roll materials shall be as specified herein.

B. The Engineer will monitor fiber rolls for effectiveness (see also Section 3.10). Should the installed fiber rolls prove to be an ineffective means of runoff pollution control as 256
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SAN JUAN PUMP STATION & FORCE MAIN REHABILITATION PROJECT (CCN 2026-645) measured below, the Contractor shall replace fiber rolls as required until adequate pollution control is achieved.

3.05 REMOVAL OF SEDIMENT CONTROLS
A. All spoil material trapped behind sediment controls shall be disposed of off-site in conformance with all applicable regulatory requirements.

3.06 MAINTAINING WORK AREAS
A. The Contractor shall, at all times, keep property on which work is in progress and the adjacent property free from accumulations of waste material or rubbish caused by employees or by the Work. All surplus material shall be removed from the site immediately after completion of the work causing the surplus materials. Upon completion of the construction, the Contractor shall remove all temporary structures, rubbish, and waste materials resulting from its operations.

B. This provision also applies to any material stockpile and equipment storage areas.

C. All equipment (including personal gear) will be cleaned of soil, seeds, and plant material prior to arriving on-site and after working in areas with invasive non-native plants, such as perennial pepperweed (Lepidium latifolium), to prevent the spread of weeds.