Agenda packet — Belmont City Council, June 9, 2026 (part 1 of 10)

1. CALL TO ORDER

2. ROLL CALL

3. ITEMS BEFORE 7:00 PM

4. PLEDGE OF ALLEGIANCE

5. REPORT FROM CLOSED SESSION

6. SPECIAL PRESENTATIONS

7. PUBLIC COMMENTS ON ITEMS NOT

ON THE AGENDA

8. COUNCILMEMBER ANNOUNCEMENTS

9. CONSENT BUSINESS

10. PUBLIC HEARINGS

11. GENERAL BUSINESS - none

12. BRIEF VERBAL REPORTS FROM

MEMBERS AND STAFF

13. MATTERS OF

INTEREST/CLARIFICATION

14. ADJOURNMENT
City Council
Meeting Agenda
Tuesday, June 9, 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
Ken Stenquist, Police Chief
Grace Castaneda, Finance Director
Ann Ritzma, Interim Admin Services Director
Carlos deMelo, Community Development Director
Kevin Kobayashi, 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 June 9, 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 June 9, 2026
2 1. CALL TO ORDER

2. ROLL CALL

3. ITEMS BEFORE 7:00 PM

4. PLEDGE OF ALLEGIANCE

5. REPORT FROM CLOSED SESSION

6. SPECIAL PRESENTATIONS
A. Proclamation Oberserving Pride Month
B. Proclamation Observing Juneteenth Independence Day

7. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
City of Belmont
City Council Regular Meeting Agenda
June 9, 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 (6:30 PM)
i. CONFERENCE WITH LEGAL COUNSEL - EXISTING LITIGATION
Government Code Section 54956.9(d)(1), One case: Belmont Village Community Association v.

City of Belmont, San Mateo Superior Court No. 26-CIV-00463 ii. CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION Government Code Section 54956.9(d)(2)): Claim of Ashley and Anthony Jarc (April 14, 2026) iii. EXISTING LITIGATION
Gov. Code Section 54956.9)(D)(1): County of San Mateo, et al. v. State of California, et al., San Francisco Superior Court Case No. CPF-25-519270; consideration of litigation status, strategies, and options, including possible dismissal of suit.

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

C. SPECIAL SESSION/OTHER TOPICS - none
ITEMS STARTING AT 7:00 PM
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 June 9, 2026
3 8. COUNCILMEMBER ANNOUNCEMENTS

9. CONSENT BUSINESS
A. Approval of Minutes
B. 2026 Sanitary Sewer and Storm Drain Rehabilitation Project – Bid Authorization C. 2026 Pavement Rehabilitation Project – Plans and Specifications Approval, Bid and Construction Award Authorization
D. OpenGov Asset Management Software 3-year Agreement
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.

Recommendation: Consider modifications and approve minutes.

Attachments:

CC 4.14.2026 Minutes
Recommendation: Adopt a Resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to execute a construction contract with the lowest responsible and responsive bidder for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project (City Contract Number 2026-646) in the amount not to exceed Engineer’s Estimate of $3,450,000 plus a ten percent construction contingency of $345,000, for a total construction authorization not to exceed $3,795,000; and approving a task order with Tanner Pacific, Inc. for construction management services in an amount not to exceed $259,738.

Attachments:

Staff Report
Resolution
TPI Proposal
Specifications
Project Plans
Recommendation: Adopt a resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to execute a construction contract with the lowest responsible and responsive bidder in an amount not to exceed $2,838,828.23, plus a ten percent construction contingency, for the 2026 Pavement Rehabilitation Project (City Contract Number 2026-647).

Attachments:

Staff Report
Resolution
Specs
Plans
Recommendation: Adopt a resolution authorizing the City Manager to execute a 3-year subscription with Vertosoft for OpenGov Asset Management software, including implementation services, for an amount not to exceed $432,763.31.

Attachments:

Staff Report
Resolution
Agreement
Quote SOW
Belmont City Council Meeting Agenda June 9, 2026
4 E. Procurement of Legal Services from Best Best & Krieger F. Consents to Potential Conflict of Interest and Common Interest Agreement

10. PUBLIC HEARINGS
A. Proposed Increases to Sewer Service Charges Effective Fiscal Years 2026-27, 2027-28, and 2028-29
B. Public Hearing – Annual Report for Collection of Sewer Service Fees for Fiscal Year 2026-2027
Recommendation: Adopt a resolution authorizing the City Attorney to procure legal services from Best Best & Krieger.

Attachments:

Staff Report
Resolution
Recommendation: Adopt a resolution authorizing the City Attorney to execute:
(1) A consent agreeing to the representation by Goldfarb & Lipman LLP of the City of Belmont related to the Island Parkway development project notwithstanding a potential conflict of interest.
(2) A consent agreeing to the representation by Jarvis Fay LLP of the City of Redwood City related to the Island Parkway development project notwithstanding a potential conflict of interest.
(3) A comment interest agreement between Belmont and Redwood City related to the Island Parkway development project.

Attachments:

Staff Report
Resolution
Consent Potential Conflict of Interest
Consent Potential Conflict of Interest - Jarvis Fay
Recommendation: Hold a Public Hearing and, 1) If protest is not made by the owners of a majority of separate parcels of property, adopt a resolution (Attachment A) increasing the City’s sewer charges effective fiscal years 2026-27, 2027-28, and 2028-29; and, 2) If protest is made by the owners of a majority of separate parcels of property, the City should stop further proceedings of the rate proposal and direct staff to mprepare man annual report of City sewer service charges based on current service reates.

Attachments:

Staff Report
Resolution
2026 Comprehensive Sewer Rate Study
Proposition 218 Notice
Recommendation: 1. Hold a public hearing to consider protests for collecting the fees on the tax roll; and

2. Unless there is a majority protest, overrule objections and adopt a resolution approving the annual report for collection on the tax roll of sewer services fees charged to parcels to fund the operation and maintenance of the City’s sewer collection system.

Attachments:

Staff Report
Resolution
Sewer Service Charges Fiscal Year 2026-2027
Belmont City Council Meeting Agenda June 9, 2026
5 C. Public Hearing – Annual Report for Collection of Sewer Treatment Facility Charges for FY 2026-27
D. Public Hearing – Annual Report for Collection of Storm Drainage Fees for Fiscal Year 2025-2026
E. Adopt Budget and Related Items for Fiscal Year 2026-27

11. GENERAL BUSINESS - none

12. BRIEF VERBAL REPORTS FROM MEMBERS AND STAFF

13. MATTERS OF INTEREST/CLARIFICATION

14. ADJOURNMENT
Recommendation: 1. Hold a public hearing to consider protests to collecting the fees on the tax roll; and

2. Unless there is a majority protest, overrule objections and adopt a resolution approving the annual report for collection on the tax roll of the sewer treatment facility fees charged to parcel owners to fund the City of Belmont’s share of the Silicon Valley Clean Water (SVCW) sewer treatment plant and conveyance system.

Attachments:

Staff Report
Resolution
Sewer Treatment Facility Charges Fiscal Year 2026-2027
Recommendation: 1. Hold a public hearing to consider protests to collecting the fees on the tax roll; and

2. Unless there is a majority protest, overrule objections and adopt a resolution approving the annual report for collection on the tax roll of storm drainage fees charged to parcel owners to fund the City of Belmont’s National Pollutant Discharge Elimination System (NPDES) Storm Water Compliance Program for FY 2026-2027.

Attachments:

Staff Report
Resolution
Non-Point Source Storm Drainage Fees
Recommendation: Adopt resolutions approving the Fiscal Year 2026-27 Budget, approving the Appropriations Limit and authorizing the Special Library Tax, and updating the Council Technology Reimbursement Policy.

Attachments:

Staff Report
Resolutions
Technology Reimbursement Policy Update Resolution
Technology Reimbursement Redline
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.

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.

Belmont City Council Meeting Agenda June 9, 2026
6 Belmont City Council Meeting Minutes
April 14, 2026

Page 1 ends

City council Regular Meeting Minutes
City Council Chambers, City Hall, One Twin Pines Lane, Belmont, California April 14, 2026

NOTICE REGARDING MEETING SCHEDULE

1. CALL TO ORDER
COUNCILMEMBERS: McCune, Latimerlo, Jordan, Pang-Maganaris, Mates

2. ROLL CALL

3. ITEMS BEFORE 7:00PM – 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 SESSIONS – None

6. SPECIAL PRESENTATIONS
A. Belmont Teen Services Updates
Parks & Recreation Supervisor Moran provided an update on teen Services in Belmont.

B. Proclamation recognizing Parks, recreation, and Culture Director Brigitte Shearer Upon Her Retirement
Mayor Mates read the proclamation and presented it to Ms. Shearer. Council congratulated Mr.

Shearer on her retirement.

Public Comments by family member and Guliano Carlini.

C. Peninsula Clean Energy (PCE) Presentation
Peninsula Clean Energy representative Christin Andrew Schwin provided an overview of the agency and its work over the past 10 years. She explained that Peninsula Clean Energy will transition to the name “WestLight” to reflect a broader and more inclusive identity as the organization expands partnerships beyond San Mateo County.

D. Proclamation Observing April 2025 National Poetry Month Mayor Julia Mates read the proclamation and presented it to Belmont Senior Librarian David Vargas, representing the Belmont Library.

Mr. Vargas provided comments on Belmont’s Poetry Contest, which launched the City’s first Poet Laureate program in 2016.

E. Proclamation Observing Earth Day
Mayor Mates read the proclamation.

F. Proclamation Observing Arbor Day
Mayor Mates read the proclamation.
7 Belmont City Council Meeting Minutes
April 14, 2026

Page 2 ends

7. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA
Shau Yu provided comments regarding the intersection of Pullman and Ralston Ave.

8. COUNCILMEMEBER ANNOOUNCEMENTS
Councilmembers made announcements on upcoming community events.

9. CONSENT BUSINESS
A. Monthly Financial Report – January 2026
B. Approval of Minutes for February 24, 2026, March 10, 2026, March 31, 2026 Joint Meeting (Commission Orientation)
C. Fire Station No. 14 Fence & Automatic Gate Resolution 2026-16 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).

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 Resolution 2026-17 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.

E. San Juan Pump Station and Force Main Rehabilitation Project Resolution 2026-18 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.

F. Belmont Creek Habitat Maintenance and Monitoring Project– Amendment #1 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.

G. Parking and Traffic Safety Committee – Cipriani Elementary School Loading Zone approve the Parking and Traffic Safety Committee (PTSC) recommendation times and reconfigure the curb space from angled to parallel parking to provide ten parking spaces.
8 Belmont City Council Meeting Minutes
April 14, 2026

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H. Hillcrest Sinkhole Emergency Repair Project
Resolution 2026-19 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 I. 730 El Camino Real – Termination of 1995 Regulatory Agreement Resolution 2026-20 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 authorizing the City Manager to execute all documents necessary to effectuate its termination.

Council discussion ensued on Items E and G on the Consent Business.

Comments provided by an unidentified Zoom Caller.

ACTION: On a motion made by Councilmember Pang-Maganaris and seconded by Councilmember McCune, the Consent Business was approved by a roll call vote. (5-0).

10. PUBLIC HEARINGS
A. R000369-021726Comprehensive Sewer Rate Study and Proposed Sewer Charges for Fiscal Years 2026-27, 2027-28, and 2028-29
Shawn Koorn provided an overview of the sewer rate study, proposed sewer rates, and the Proposition 218 process related to the required public hearing. He explained that the proposed rates are cost-based, proportional, and developed using cost-of-service principles that reflect the City’s sewer system and customer characteristics. He stated that the proposed rates balance the financial needs of the sewer utility with impacts to customer bills and recommended approval of the proposed rates, including no rate increase for FY 2026-27 and FY 2027-28, a

3.0% increase in FY 2028-29, and resetting the winter water flow adjustment factor to 0.0%.

Council discussion ensued.

Mayor Mates opened the public hearing, no members of the public come forward to speak.

Mayor Mates closed the public hearing.

Council deliberated on modifying the proposed sewer rate increases.

Public comment received after close of hearing; caller did not identify themselves.

ACTION: On a motion by Councilmember McCune, seconded by Councilmember PangMaganaris, Resolution 2026-21 was amended to set the proposed sewer rate increase at 1.0% for FY 2026-27, FY 2027-28, and FY 2028-29, instead of no increase for FY 2026-27 and FY 2027-28 and a 3.0% increase in FY 2028-29.
9 Belmont City Council Meeting Minutes
April 14, 2026

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Resolution 2026-21 proposes sewer charges for Fiscal Years 2026-27, 2027-28, and 2028-29, sets a Proposition 218 hearing for June 9, 2026, directs staff to provide notice of the hearing as required by law, and adopts protest procedures.

11. GENERAL BUSINESS
A. Age-Friendly City Action Plan Update
Parks & Recreation Supervisor Fuhrman provided a presentation on the progress of the City’s Age-Friendly Action Plan. She noted that the Action Plan, based on community priorities, is intended to be a living document that will continue to evolve to ensure its relevance and effectiveness in supporting older adults in the community.

Public comments provided by Guliano Carlini and an unidentified Zoom caller.

This item was informational only and no action was taken.

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 reiterated his appreciation to City staff for their continued dedication and the work performed in service to the Belmont community.

13. MATTERS OF INTEREST/CLAFIFICATIONS – None

14. ADJOURMENT at 9:42 PM.

Submitted by,
Mara Perez, Deputy City Clerk
10

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project - Staff Report.docx

STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Bozhena Palatnik, Senior Civil Engineer, Public Works, (650) 595-7463, [email protected]
Agenda Title: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project – Bid Authorization Agenda Action: Resolution
Recommendation
Adopt a Resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to execute a construction contract with the lowest responsible and responsive bidder for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project (City Contract Number 2026-646) in the amount not to exceed Engineer’s Estimate of $3,450,000 plus a ten percent construction contingency of $345,000, for a total construction authorization not to exceed $3,795,000; and approving a task order with Tanner Pacific, Inc. for construction management services in an amount not to exceed $259,738.

Strategic Focus Area
Infrastructure and Mobility
Background
As part of the current Five-Year Pavement Plan for FY24-25 through FY28-29, the City’s Pavement Rehabilitation Program has identified and scheduled thirteen streets for pavement reconstruction in the summer of 2026 that are in poor condition and require a significant amount of rehabilitation work. To avoid cutting into newly paved roads, all existing sanitary and storm sewer pipes, drain inlets, and manholes located under these streets were proactively inspected and evaluated, and several sanitary sewer mains were identified for replacement or repair prior to this year’s pavement project. Additionally, several other sanitary sewer and storm sewer mains in poor condition throughout the City were identified and included in this project as well.

Analysis
MNS Engineers, Inc. is serving as the project engineer of record, as authorized by City Council on August 26, 2025, has completed the preparation of the Plans and Specifications (Attachments B and C) for construction of the subject improvements. The construction scope of work includes replacement of approximately 989 linear feet of sanitary sewer pipe using trenchless methods; replacement of 1,850 linear feet of sanitary sewer pipe using open trench methods; reconnection of sewer laterals; rehabilitation of manholes; open trench spot repairs; lining of storm drain pipes located within easements; and replacement of storm drain inlets. The bid opening is scheduled for early July and construction is anticipated to start in August and finish in November 2026. Construction activities will be closely coordinated with the 2026 Pavement Rehabilitation Project (City Contract Number 2026-647). 11

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project - Staff Report.docx City staff solicited proposals from its on-call consultant firms to provide construction management and inspection services to support the project. Tanner Pacific, Inc. (TPI) was selected based on its demonstrated experience managing similar underground utility projects and its ability to support the required construction schedule. TPI’s fee proposal (Attachment D) for construction management, inspection, engineering support, and quality assurance services is $259,738.

This project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c), which applies to maintenance, repair, or minor alteration of existing facilities.

Alternatives

1. Take no action.

2. Refer back to staff for further information.

Attachments
A. Resolution
B. Project Plans
C. Project Specifications
D. TPI Proposal for Construction Management and Inspection Services Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

The construction estimated cost of $3,450,000 plus a ten percent construction, plus $259,738 of construction
management/inspection services, totals $4,054,738. Funding in the amount of $350,000 will come from the Capital
Improvement Program (CIP) Measure I Storm Drain Program Project No. 6020 (Account # 399-3-730-6020-9030) funded by Measure I Fund, $250,000 will come from the CIP Storm Drain Rehabilitation Program Project No. 6001(Account #399-3-730- 6001-9030) funded by Storm Drainage Fund, and $3,454,738 will come from the CIP Residential Gravity Replacement
Improvements Project No. 7074 (Account #399-3-730-7074- 9030) funded by the Sewer Collections Fund.

Source: Purpose: Public Outreach:

Staff Council Vision/Priority Posting of Agenda
12

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RESOLUTION NO. 2026 –

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT 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 2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT (CITY CONTRACT NUMBER 2026-646) IN THE AMOUNT NOT TO EXCEED $3,450,000 PLUS A TEN PERCENT
CONSTRUCTION CONTINGENCY; AND APPROVING A TASK ORDER WITH TANNER PACIFIC, INC. FOR CONSTRUCTION MANAGEMENT SERVICES IN AN AMOUNT NOT TO EXCEED $259,738
WHEREAS, the Department of Public Works and MNS Engineers, Inc. have completed preparation of plans and specifications for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project, CCN 2026-646; and,
WHEREAS, the project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs the maintenance, repair or minor alteration of existing facilities; and, WHEREAS, the project was budgeted from the Capital Improvement Program (CIP) Measure I Storm Drain Program Project No. 6020 (Account # 399-3-730-6020-9030), the CIP Storm Drain Rehabilitation Program Project No. 6001(Account #399-3-730-6001-9030), and the CIP Residential Gravity Replacement Improvements Project No. 7074 (Account #399-3-730- 7074-9030); and,
WHEREAS, the construction phase of the project is estimated to be $3,450,000 plus a ten percent 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 $259,738.

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

SECTION 1. Approves plans and specifications, authorizes the advertisement for sealed bids, and authorizes the City Manager to execute a construction contract with the lowest responsible and responsive bidder for an amount not to exceed $3,450,000 plus a ten percent construction contingency for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project, City Contract Number 2026-646.

SECTION 2. The City Manager is authorized to execute a Task Order with Tanner Pacific, Inc. to provide construction management and inspection services for an amount not to exceed $259,738 for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project, City Contract Number 2026-646.
* * *
13

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ADOPTED June 9, 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
14 May 18, 2026
Bozhena Palatnik, PE
Senior Engineer
Public Works Department
City of Belmont
One Twin Pines Lane, Suite 385 Belmont, CA 94002
Subject: Construction Management and Inspection Service for the City of Belmont Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract 2026-646
Dear Ms. Palatnik,
Tanner Pacific, Inc. is pleased to submit the following proposal to provide Pre-Construction, Construction Management, and Inspection services for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project. Our proposed scope of services and 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 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. As an added benefit, we can share resources between this project and the San Juan Pump Station Project to conserve budget.

Based on discussions with the City, we have included part-time inspection servicesforthe project.

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.

J.D. Brosnan, P.E.

Director of Construction Management Services
Attachments
Exhibit I: Scope of Services
Exhibit II: Proposed Work Hours and Budget
15 EXHIBIT 1
City of Belmont
2026 Sanitary Sewer and Storm Drain Rehabilitation Project Tanner Pacific, Inc.

Proposed Scope of Services
Pre-Construction, Construction Management & Inspection
I. Construction Manager (CM)
A. Project Responsibilities

1. Construction Administration
a. Provide administrative services on a part-time basis to manage all documentation and communications
throughout the project duration including
preconstruction tasks, plans and specification review, as requested.

2. Meetings
a. Prepare Agendas, facilitate and provide record of
discussions for all project related meetings including the Pre-Construction meeting.

3. Submittals
a. Receive all submittals, manage routing through the online Procore system and coordinate all comments between
MNS and the City.

4. Requests for Information (RFI)
a. Receive all requests for information (RFls) from the Contractor and determine if the request is a valid RFI. If not, Tanner Pacific will return the RFI to the Contractor. b. Route all other RFls to MNS and the City.
c. Review the response, verify acceptability of response and transmit the RFI response to the Contractor.

5. Change Order Preparation, Negotiation & Processing
a. Assist the City in preparing change requests. Work with all parties to negotiate an equitable resolution.
b. Prepare all documentation to adjust the original contract for any and all time and cost impacts.

6. Field Orders (FO) and Field Directives (FD)
a. In the event that the Contractor encounters a time
sensitive problem where it is not practical to take time to negotiate a settlement, the CM will issue a FO. All work done under a FO will be completed on a time and material basis. The CM and the City will execute the FO.

7. Progress Payments
a. Assist the City with review and processing of the monthly progress payments.

Page 1 of 2 ends

Page 2 of 2 ends

8. Scheduling
a. Document and transmit the City’s written comments to the Contractor on the project schedule.

II. Field Inspection
A. Project Responsibilities

1. Field Observation (When in the field)
a. Provide part-time, as-needed field observation services to monitor compliance with Contract Documents.
b. Prepare a daily observation report documenting all
observed field activities, field crews, Contractor
equipment, and field problems. Information in the
report will only reflect observations for the time the
inspector was on site.
c. Maintain the database, implemented by Tanner Pacific, for daily observation reports and photographs.
d. Provide photographic documentation of the Project
prior to construction and maintain photographs of
observed field activities for status monitoring of the
project.
e. Tanner Pacific will not be responsible for information, photos or other actions that take place when our inspector is not on site.

III. Special Inspections, Testing (City to contract these services) A. Schedule and coordinate special inspections materials testing, as needed. At a minimum:
a. Backfill sampling and compaction
testing
b. Concrete quality, if needed
B. The City will contract for all other design-related services.

IV. Project Closeout
A. The Contractor will furnish record drawings, which Tanner Pacific will review for accuracy and completeness.

B. Tanner Pacific will forward accepted Record Drawings to MNS and the City to prepare the final Record Drawings.

C. Final Inspection and Punch List.

1. The City and Shaaf and Wheeler (if necessary) will participate and provide input on final inspection.

2. Tanner Pacific will compile and issue the punch list with input from the City and MNS.

3. Tanner Pacific to provide the City with notification when all Punch List items are complete, so the City may formally accept the project for record purposes.

D. Tanner Pacific to provide the City with project documentation electronically.

V. Warranty Coordination
A. The City will coordinate warranty work after the start of the warranty period. 17 Pre-Construction Close-Out
Months Hours Rate Amount Jul-26 Month 1 Month 2 Month 3 Month 4 Month 5 Jan-27 Tanner Pacific Labor
Pre-Construction
Project Advisor/Principal 2 $ 300 $ 600 2
CM/PM 16 $ 288 $ 4,608 16
Office Engineer 40 $ 185 $ 7,400 40
Inspector 30 $ 235 $ 7,050 30
Phase I Subtotal 88 $ 19,658
Construction
Project Advisor/Principal 4 $ 300 $ 1,200 2 2
CM/PM 200 $ 288 $ 57,600 20 40 40 40 40 20
Office Engineer 440 $ 185 $ 81,400 80 80 80 80 80 40
Inspector 408 $ 235 $ 95,880 80 80 80 80 80 8
Construction Subtotal 1,052 $ 236,080
Other Direct Costs
Inspector Vehicle 2.5 $1,600 $ 4,000 0.5 0.5 0.5 0.5 0.5 ODC Subtotal $ 4,000
Total 1,140 $ 259,738
Notes and Assumptions:

Start of Services Jun-2026
Construction NTP 1-Aug-26
Close Out Jan-2027

6. This estimate is being provided based on 90% construction documents without a firm date for start of services.

7. Project involves construction work which may continue beyond scheduled work hours. This budget does not include OT. OT rates are 1.5 times the standard hourly rate.

8. Inspector hourly wages are subject to California Prevailing Wage and assumes normal working hours and no work on Holidays.

9. An escalation rate of up to 5% will be applied to proposed Billing Rates for the prior year on January 1st of each subsequent year of the contract.

10. All Subconsultants invoiced at cost plus 10 percent markup.

1. Budget is based on the service start dates laid out above.

2. TPI rates include normal operating and home office expenses such as telephone, computers, in-house reproduction. The budget does not include any expenses for a field trailer.

3. Budget is based on the construction duration shown above, assumed to be 100 working days. Time extensions will require an amendment to cover the additional costs.

4. Pre-construction hours shown for pre-construction are for document review, setup of pre-construction meeting, constructability review for the 90% plans.

5. Services are provided on an hourly basis. Tanner Pacific, Inc. has no obligation to provide services above the budget without a fee adjustment.

Tanner Pacific, Inc.
15-May-26
Personnel/Service Hours and Hourly Rates Construction
Proposed Work Hours and Budget
City of Belmont
2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Construction Management/Inspection Services
18 CITY OF BELMONT

CONTRACT DOCUMENTS

2026 SANITARY SEWER AND STORM

DRAIN REHABILITATION PROJECT

Contract Number 2026-646

Approved by ___________________________________
DENNY PHAN, PE – City Engineer

19 INVITATION FOR SEALED BIDS
The City of Belmont invites sealed bids for public project construction described as: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project, City Contract Number 2026-646. The public project construction is more specifically defined in the Contract Documents, but generally includes the following items of work: Repair of existing sewer mains including laterals by open trench, spot repair or pipe bursting construction methods. Repair of existing sewer manholes. Repair of existing storm drain pipelines by spot repair and CIPP construction methods 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. In order to maintain physical distancing requirements, the Contractors are requested to drop off sealed bids at the EOC room (Suite 210) at the Belmont City Hall located at 1 Twin Pines Lane, Belmont, CA 94002 (hereinafter the City) on July 8, 2026, between 1:30 PM – 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 July 8, 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 $3,450,000. 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 100 working days. 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 construction 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 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 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 Plans and 20 Specifications in electronic format at Peninsula Builders Exchange, or local Plan Rooms. Hard copy bid documents are not available at this time.

9. 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.

10. 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.

11. 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.

12. 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.

13. SPECIFIC BRAND NAME MATERIALS: None

14. 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. 21 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 1 of 9

INSTRUCTIONS TO BIDDERS

1. OBTAINING COPIES OF CONTRACT DOCUMENTS

1.1. Bidders may obtain complete electronic set of the Contract Documents at the local Planrooms, 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 22 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 2 of 9
by City. No 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 to the local Planrooms.

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) Bidder’s Non-collusion Affidavit
Debarment and Suspension Certification
23 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 3 of 9
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.

5.7. Qualifying Experience for Pipe Bursting contractor/subcontractor.

5.8. Qualifying Experience for cured in place pipe contractor/subcontractor.

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). 24 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 4 of 9
The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.

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 Belmont, 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.
25 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 5 of 9

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 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. 2026-646
2026 Sanitary Sewer and Storm Drain 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:
26 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 6 of 9
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.

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.
27 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Instructions To Bidders 7 of 9

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 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 28 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
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Instructions To Bidders 8 of 9
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.

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

13.1 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.
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Bidding Documents
Instructions To Bidders 9 of 9
The Improvement Security required by Agreement Section 13.

Proof of Insurance required by Agreement Section 14.

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. 30 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Bidding Documents
Bid Forms / Bid 1 of 6
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.

1. 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.

2. 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
_________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________

3. 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 31 City of Belmont Contract Documents
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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.Alternate Bids. Alternate bids proposed by the Bidder shall not be considered by the City.

4. 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.

No. Description QTY Unit Unit Cost
1 Mobilization (Recommend not
to Exceed 5% of Total Base Bid) 1 LS $
2 Traffic Control 1 LS $
3 Erosion Control 1 LS $
4 Handling of Sewage
Flows/Sewage Bypassing 1 LS $
5 OSHA Requirements – Shoring,
Confined Space, Etc. 1 LS $
6 Utility Potholing 1 LS $
7 Sanitary Sewer Spot Repair 29 EA $
8 Open Cut Construction 1,827 LF $
9 Pipe Bursting Construction 989 LF $
10 Sewer Lateral Reconnection,
Open Cut Construction 50 EA $
11 Sewer Lateral Reconstruction,
Pipe Bursting Construction 15 EA $
12 Remove Manhole Rungs 23 EA $
13 Rechannel Manhole Base and
Coat Manhole Interior 24 EA $
14 Repair Storm Drain by Spot 1 LS $
32 City of Belmont Contract Documents
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Bid Forms / Bid 3 of 6
Repair Construction, Harbor
Blvd.
15 Repair Storm Drain by Spot
Repair Construction, Monroe
Ave. 1 LS $
16 Repair Storm Drain by CIPP
Construction, Monroe Ave. to
Lyon Ave. 1 LS $
17 Repair Storm Drain by CIPP
Construction, Wooster Ave. 1 LS $
18 Construct Access for Storm
Drain Repair, Arbor Ave. 1 LS $
19 Repair Storm Drain by CIPP
Construction, Terrace Ave. to
Arbor Ave. 1 LS $
20 Install Slurry Seal Type II with

33 City of Belmont Contract Documents
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5. 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).

6. 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 non-responsibility 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
License no. DIR #
___________________ ________________ $____________ _________ ____________________ _________________ $____________ _________ NOTE: Provide additional sheets if required. (copy of this sheet is acceptable) 34 City of Belmont Contract Documents
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7. 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.

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 35 City of Belmont Contract Documents
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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 .

7.2.3. DIR Number ____________.

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)
36 City of Belmont Contract Documents
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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. 37 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646

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)

38 City of Belmont Contract Documents
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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. 39 City of Belmont Contract Documents
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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? __________________________

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? ______________________________________

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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:_________________________________________________ ___________________________________________________________________ ___________________________________________________________________

Contract Amount ___________________________________________________

Date Completed:_____________________________________________________ Owner: _____________________________________________________________ 41 City of Belmont Contract Documents
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Bid Forms / Bidder’s Statement Of Responsibility 3 of 10 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: ________________________________________________

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

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Bid Forms / Bidder’s Statement Of Responsibility 4 of 10 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?___________

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 _________________________________________ 43 City of Belmont Contract Documents
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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 ___________________________________________________________ ______________________________________________________________________ ______________________________________________________________________

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.
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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

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. QUALIFYING EXPERIENCE FOR AND PIPE BURSTING
45 City of Belmont Contract Documents
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Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 7 of 10 The Contractor must have completed at least three (3) projects installing at least 4,000 linear feet of new 8- inch or larger pipe in the US within the past three (3) years using pipe bursting construction method.

Contractor shall submit the following minimum information for at least three (3) projects performed by the contractor/subcontractor performing all pipe bursting installation work, to meet the requirements herein.

Any failure to submit and meet these minimum experience qualifications with the bid will render the bid non responsive.

Projects submitted for qualification which were not installed under the contractor’s or subcontractor’s license used to bid will not be considered.

This information shall be submitted with the Contractor’s Bid:

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

17.1.1. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity of pipe 8-inch or larger installed (lineal feet): __________________

17.1.2. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity of pipe 8-inch or larger installed (lineal feet): __________________

17.1.3. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ 46 City of Belmont Contract Documents
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Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 8 of 10 New Pipe Size(s) (inches): ________________________________________ Quantity of pipe 8-inch or larger installed (lineal feet): __________________

18. QUALIFYING EXPERIENCE FOR CURED IN PLACE PIPE (CIPP) The contractor/subcontractor performing all CIPP work must have completed at least three (3) projects containing a total of 4,000 linear feet of 8-inch or larger CIPP in wastewater or storm collection systems in the US within the past three (3) years. The curing method used on the submitted experience shall match the curing method identified in the Technical Specifications Section 330140 to be considered qualifying experience. Contractor shall submit the following minimum information for at least three (3) projects performed by the contractor/subcontractor performing all CIPP work, to meet the requirements herein.

Any failure to submit and meet these minimum experience qualifications with the bid will render the bid non responsive.

Projects submitted for qualification which were not installed under the contractor’s or subcontractor’s license used to bid will not be considered.

This information shall be submitted with the Contractor’s Bid:

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

18.1.1. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.2. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ 47 City of Belmont Contract Documents
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Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 9 of 10 Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.3. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

19. 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 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:
49 City of Belmont Contract Documents
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Construction Agreement 2024 1 of 13

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: Repair of existing sewer mains including laterals by open trench, spot repair or pipe bursting construction methods. Repair of existing sewer manholes. Repair of existing storm drain pipelines by spot repair and CIPP construction methods and other items as identified in the Contract Documents (the “Work”).

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 50 City of Belmont Contract Documents
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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***]
Agreement, as amended by contract change orders
All Bidding Documents, as amended by Addenda
Technical Specifications
Special Provisions.

General Conditions
City Standard Specifications.

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

Drawings (also referred to as Plans)
Standard Plans and Standard Details

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 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 51 City of Belmont Contract Documents
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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:

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

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

Contractor’s Construction Schedule.

Contractor’s schedule of submittals.

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 is $3,450,000.

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 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 52 City of Belmont Contract Documents
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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 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), 53 City of Belmont Contract Documents
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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 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 54 City of Belmont Contract Documents
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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.

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)
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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.

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 56 City of Belmont Contract Documents
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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 15 “Insurance” 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 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. 57 City of Belmont Contract Documents
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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:

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

Contractor abandons the Project site.

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.

Contractor fails to supply workers, subcontractors, or other personnel with the skills, certifications, or licenses required by the Contract Documents.

Contractor violates any legal requirement related to the Work.

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.

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 58 City of Belmont Contract Documents
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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:

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

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.

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.

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

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.

Terminate the Contract.

20.4. Termination for Default. In the event that the Contract is terminated by the City in accordance with this section:

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 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.
59 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Construction Agreement 2024 11 of 13
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: Bozhena Palatnik Attn:

Senior Civil Engineer
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.

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. 60 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Construction Agreement 2024 12 of 13

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.

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.
61 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Construction Agreement 2024 13 of 13

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.

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
62 Signature Requirements 1 of 3
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,
a California general partnership
By: _____________________

Its: General Partner
63 Signature Requirements 2 of 3

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: ____________________
Its: President, CEO, VP
By: ________________________

Its: Secretary, Treasurer, CFO

LIMITED LIABILITY COMPANY
XYZ Land Development, LLC,
a California Limited Liability Company
64 Signature Requirements 3 of 3
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. 65 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Exhibit A – Insurance Requirements
Exhibit A
Insurance Standards for Construction
(Cover Sheet)
66 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Performance Bond
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.

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:
67 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
Payment Bond 1 of 1
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.

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:
68 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646
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
69 City of Belmont Contract Documents
Project: 2026 Sanitary Sewer and Storm Drain Rehabilitation Project City Contract Number 2026-646

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”). The Plans specifically include the following documents: 31 SHEETS OF DRAWINGS PREPARED BY MNS Engineers Inc., DATED May 2026.

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

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 $_____, 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).

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 70 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
71 GENERAL CONDITIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT G.C. 1 STANDARD SPECIFICATIONS
The Standard Specifications for Public Works Construction “Greenbook” (2024) in conjunction with The State of California Department of Transportation Standard Specifications “Caltrans Standard Specifications” (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. 72 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.
73 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 costs, including labor, material, and equipment rental, as determined by the Engineer, plus a negotiated 74 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 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. 75 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.

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. 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.
76 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 nonconforming 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.

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. 77 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 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 78 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.

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.
79 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 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 determination by the Engineer that the contract work, or a designated phase thereof, is substantially complete and usable for its intended purpose, the City may issue a “Notice of Substantial Completion” to the Contractor. Substantial completion shall not constitute final acceptance of the work, nor shall it relieve the Contractor of its obligation to complete punch list items, submit required closeout documents, execute final change orders, provide releases, submit record drawings/as-builts, or satisfy any other remaining requirements of the Contract Documents.

The acceptance and closeout process is as follows:

1. When the Contractor believes the contract work, or a designated portion thereof, is substantially complete and usable for its intended purpose, the Contractor shall submit a written request for Substantial Completion. Upon review, if the Engineer determines that 80 the work satisfies the requirements for Substantial Completion, the Engineer may issue of a “Notice of Substantial Completion” to the Contractor.

2. Upon issuance of the “Notice of Substantial Completion,” the Contractor’s required oneyear warranty period, or as described in the Contract Documents, shall commence for the substantially completed work or designated portion thereof, and the City may assume operational responsibility for and use of the completed facilities. The Contractor shall remain responsible for protecting the work, correcting defective work, completing punch list items, and satisfying all remaining Contract requirements. Achievement of Substantial Completion shall establish the date for determining compliance with Contract Time requirements, except for separately specified closeout obligations that remain applicable after issuance of the “Notice of Substantial Completion”.

3. Following issuance of the “Notice of Substantial Completion,” the Contractor shall complete all remaining closeout requirements within sixty (60) calendar days, unless otherwise extended in writing by the Engineer. Closeout requirements may include, but are not limited to, completion of punch list items, execution of final change orders, submittal of required releases, delivery of record drawings/as-builts, warranties, manuals, certifications, final quantity documentation, and submittal of the final invoice.

4. Upon completion of all punch list items and closeout requirements to the satisfaction of the Engineer, the Engineer may recommend to the City Manager and City Council that the contract work, or designated phase thereof, is complete and ready for final acceptance by the City. Final acceptance and release of payment may be withheld if unresolved claims, disputed compensation requests, or unexecuted change orders remain, as permitted under the Contract Documents.

5. Following City Council adoption of a resolution accepting the completed contract work, or designated phase thereof, the City Clerk will file a “Notice of Completion” with the County Recorder of the County of San Mateo.

6. The City may continue to make progress payments for properly completed and accepted work in accordance with the Contract Documents, less any retention and amounts otherwise held under the Contract Documents. Issuance of the “Notice of Substantial Completion” shall not, by itself, require release of retention or payment of amounts otherwise withheld or retained by the City.

7. 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 final payment of retained amounts will be made to the Contractor.

8. If no stop notices are received by the City within the stated thirty-five (35) calendar day 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 thirty-five (35) calendar day period, it will be referred to the City’s legal 81 counsel, and final payment of retained amounts will be deferred or adjusted in accordance with the 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 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. 82 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 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 83 no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

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 84 competent jurisdiction. Arbitration shall not be used for resolution of these disputes. Should 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.
85 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 rates for such work or craft in which such worker is employed for any work done under the Contract by 86 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.

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.
87 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 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 88 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 (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. 89 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 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 90 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.

91 SPECIAL PROVISIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT Unless otherwise noted, Section Numbers used in these Special Provisions refer to corresponding Sections in “The GREENBOOK” Standard Specifications for Public Works Construction, 2024 Edition.

Where noted, certain other 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”).

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. 2-1 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.

S.P. 2-4 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 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.

WORK NOT PAID FOR SEPARATELY
Full compensation for the following work shall be considered as included in the contact prices paid for the various items of work and no separate payment will be made therefor:
 Jobsite maintenance
92  Street sweeping
 Protecting existing facilities
 Project Appearance
 Protection and restoration of existing improvements
 Protection of adjacent residential properties
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 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 issue s Stop Work Notice.

S.P. 4-2 PROTECTION
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. 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.
93 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. Staging and Storage Plan

5. All material submittals and planned storage of equipment and materials.

6. EEO, IIPP, and Safety Policy

7. Water Pollution Control Plan

8. Sanitary Sewer Overflow Emergency Response Plan

9. By-Pass Pumping Plan
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.

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)
94 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. 6-3 TIME OF COMPLETION
Total contract time (including the ninety working day Limited Notice-To-Proceed) for construction related work is 100 working days. Punchlist items are included in construction 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 construction 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. 302-10.4 PUBLIC CONVENIENCE AND TRAFFIC CONTROL
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).
95 Construction Area Signs
The Contractor shall furnish, install, maintain and remove construction an electronic changeable message sign on. The sign shall be placed on site at least 2 weeks prior to construction with an approved message and remain on site until the project is complete.

The cost for construction area signs as provided herein shall be considered as included in the contract lump sum (LS) price paid for “Pedestrian Control, Traffic Control, and Notifications”.

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.

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. 96 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, (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.

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 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 Control, Traffic Control, and Notifications” and no additional compensation will be allowed therefor. 97 TECHNICAL SPECIFICATIONS
FOR

CONSTRUCTION OF
2026 SANITARY SEWER AND STORM

DRAIN REHABILITATION PROJECT
FOR

CITY OF BELMONT, CALIFORNIA
CITY CONTRACT NO. 2026-646
JUNE 1, 2026
98 LIST OF TECHNICAL SPECIFICATIONS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project

LIST OF TECHNICAL SPECIFICATIONS
DIVISION 01: GENERAL REQUIREMENTS
01 11 00 Coordination of Work Permits, and Regulations
01 22 00 Bid Item Descriptions
01 33 00 Submittals
01 51 00 Construction Facilities and Temporary Controls 01 55 26 Traffic Regulation
01 74 10 Cleaning During Construction and Final Cleaning DIVISION 02: EXISTING CONDITIONS
02 01 20 Protecting Existing Underground Utilities
02 32 19 Potholing
02 41 00 Piping and Materials Demolition
02 53 10 Sewer Laterals
02 54 00 Sewer Bypassing
02 77 00 Sanitary Sewer Testing
DIVISION 03: CONCRETE
03 05 00 General Concrete Construction
DIVISION 9: FINISHES
09 90 00 Wastewater Structures Coating
DIVISION 31: EARTHWORK
31 23 16 Trenching, Backfilling, and Compaction
31 32 19 Filter Fabric
DIVISION 32: EXTERIOR IMPROVEMENTS
32 12 16 Asphalt Concrete Paving
32 16 13 Concrete Curbs, Gutter, and Sidewalk
32 17 23 Traffic Striping and Markings
DIVISION 33: SITE UTILITIES
33 01 31 Sanitary Sewer and Strom Drain Systems Television Inspection 33 01 40 Cured in Place Pipe Lining
33 31 12 PVC Gravity Sewer Pipe
33 31 18 HDPE Piping and Accessories for Pipe Bursting
33 31 19 Pipe Bursting

END OF TABLE OF CONTENTS
99 LIST OF TECHNICAL SPECIFICATIONS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project

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100
2026 Sanitary Sewer and Storm Drain Rehabilitation Project City of Belmont. City Contract Number 2026-646
Technical Specifications

SEALS PAGE
PROJECT SPECIFICATIONS PREPARED UNDER THE DIRECTION OF:

CIVIL
PROFESSIONAL’S NAME: NICHOLAS A. BOSWELL
COMPANY: MNS ENGINEERS INC.

ADDRESS: 2025 GATEWAY PLACE,
SUITE 328
SAN JOSE, CA 95110
PHONE NUMBER: (805) 448-4227
101
2026 Sanitary Sewer and Storm Drain Rehabilitation Project City of Belmont. City Contract Number 2026-646
Technical Specifications

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COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-1 2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 011100 COORDINATION OF WORK, PERMITS, AND REGULATIONS

1.01 DESCRIPTION
This section generally describes the Project and includes work by others, work sequence and schedule, Contractor's use of premises, maintenance and operation of existing facilities, permits, and regulations.

1.02 GENERAL NATURE OF WORK
The work involves replacement, repair, and rehabilitation of sanitary sewer pipeline segments and associated appurtenances to replace existing deteriorated sewer mains, including rehabilitation of manholes, lateral reconnections, and surface restoration.

Construction of the sewer segments includes a combination of open cut, pipe bursting, and spot repair methods. The work also includes repair and rehabilitation of existing storm drain pipelines by a combination of spot repair and CIPP rehabilitation.

The work shall follow the City of Belmont Standard Specifications, the Standard Specifications for Public Works Construction, and the State of California, Business, Transportation, and Housing Agency, Department of Transportation, current edition Standard Specifications.

1.03 LOCATION OF PROJECT SITE
The work is located at 24 different areas. The sites are located in the City of Belmont as identified on Drawing Sheet Index and shown on Drawing G-03.

1.04 WORK BY OTHERS
A. The following construction contracts are planned by the Owner which may restrict access to and full use of the site:
- City of Belmont 2026 Road Paving Project:

The work of the 2026 Road Paving Project will overlap with work for the 2026 Sanitary Sewer and Storm Drain Rehabilitation Project. Specifically at the following project Sites:
 El Verano Way
 Fernwood Way
 5th Avenue
 Sunnyslope Avenue
 College Way
 Phyllis Court
 Korbel Way
103
COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-2 2026 Sanitary Sewer and Storm Drain Rehabilitation Project At the start of work the Contractor shall prioritize completion of the above project sites to allow for sewer repairs in advance or road repaving.

1.05 WORK SCHEDULE AND SEQUENCE
A. Work Schedule and Sequence after Notice to Proceed
The Contractor will have 100 working days to complete work from NTP. Work permitted by the City of Belmont shall follow the permit requirements with respect to schedule.

Following notice to proceed, construction shall proceed with no more than 6 sites being constructed simultaneously. Work tasks and requirements include:

TASK NAME WORK ITEMS
1 Safety Training and
Submittals/Shop
Drawings/Final Permits
Acquisition

1. Submit shop drawings and required plans
for Owner review and approval.

2. Complete required safety training for all
employees and subcontractors working at
the site.

3. Obtain necessary permits and approvals.
2 Mobilization Per Contractor. Contractor must make submittals per Contract Documents for approval prior to
mobilization.
3 Potholing Complete potholing within 30 calendar days from NTP.
4 Repair Sewers at Sites
to be Subsequently
Paved by the City’s
2026 Paving Project
Per City of Belmont Encroachment Permit.

Contractor shall prioritize completion of the
sewer repairs at the following sites, in advance of
the City’s paving Project: College Way, Phyllis
Court, Korbel Way, Sunnyslope Avenue, 5th
Avenue, Fernwood Way, and El Verano Way.
5 Repair Sewers at Sites
Located Near Schools
Per City of Belmont Encroachment Permit.

Sites Located Near a School: Complete work
during school holiday or summer break, where
possible.
5 Construction of
Remaining Sites
Per Contractor schedule
Per City Requirements
6 Final Testing and
Commissioning, Final
Punch List
Per Contractor schedule
7 Demobilization Per Contractor schedule
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-3 2026 Sanitary Sewer and Storm Drain Rehabilitation Project

1.06 CONTRACTOR'S USE OF PREMISES
The Contractor shall confine construction activities to the project limits, which shall consist of the right-of-way, easements and/or property owned by the City, without exception, unless otherwise authorized in writing by the City. Without prior approval of the Owner, no storage of materials and equipment will be allowed to remain within the right-of-way during non-working hours, on the weekends, or during holidays.

Each day after the completion of the construction operations, unless otherwise approved by the Owner, the project limits shall be secured and made accessible to the public. All excess materials and equipment not protected by traffic control devices (such as k-rails) shall be relocated to a staging area or demobilized. Trench spoils shall be off-hauled daily and open excavations shall be protected with steel plates.

Personnel of Contractor and Subcontractors shall not occupy, live upon, or otherwise make use of the project site during any time that work is not being performed at the site, except as otherwise provided for in the Contract Documents for issues such as site security.

1.07 EXISTING IMPROVEMENTS AND FACILITIES
Some work is in conflict with existing public and private facilities. Prior to bid the Contractor shall visit each site, document the conditions, and include the price to remove and replace existing facilities in conflict with the work in kind in the appropriate bid item. No additional cost will be allowed for replacement of existing facilities post bid.

Contractor shall protect in place, or remove and replace, existing improvements which may be damaged by the Contractor’s operations. Existing improvements may include, but are not limited to fencing, trees, irrigation lines, irrigation control wiring, landscaping, pavement, drainage devices, lighting, roads and roadway markings, and pedestrian walkways. Any damage to existing facilities, landscaping, or irrigation shall be corrected by the Contractor to original condition at no cost to the City.

The Contractor shall maintain operation of all existing utilities in the project area throughout construction.

1.08 PERMITS
A. The Contractor shall prepare and submit construction traffic control plans and sewage bypassing plans certified by a professional engineer as required for acquisition of project permits.

B. Traffic control plans and sewage bypassing plans must be approved by the City prior to beginning construction activities.

C. A no cost temporary encroachment permit is needed from the City for Construction. The Contractor shall provide all information needed to obtain the final permits needed for construction, shall pay for, and shall obtain the final permits, prior to beginning construction activities. The Contractor shall follow the requirements of the permit at all times for construction.
105
COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-4 2026 Sanitary Sewer and Storm Drain Rehabilitation Project

D. Obtain and pay the fees, if any, for the following permits or agreements. Contact the permitting agencies listed below for current fees associated with each permit. Pay the associated fee and obtain each permit, if not owned already:
a
E. The permits contain requirements that affect the cost of Project work and some permanent permits require supplementary work permits and fees to execute construction.

This includes preparation of construction specific traffic control plans. Comply with the permit requirements and obtain and pay the fees involved with the supplementary work permits as applicable.

1.09 LICENSES
A. The prime contractor and subcontractors shall obtain and pay for a City of Belmont Business License.

Site(s) Name or Type of
Permit
Agency Name, Address,
Telephone Number
All Sites Encroachment Permit.

Contractor to submit
Traffic Control Plans
and Sewage Bypassing
Plans to City for review
and approval.

City of Belmont
Public Works Department
[email protected]
650-595-7425
1 Twin Pines Lane, Belmont
CA 94002
All Sites Permit to Discharge
Groundwater to the
Sanitary Sewer
Collection System
City of Belmont
Public Works Department
[email protected]
650-595-7425
1 Twin Pines Lane, Belmont
CA 94002
All Sites Water Permit and Water
Meter
Contractor shall obtain a
permit, water meter, and
backflow preventer from
MPWD for all water
required from the City
fire hydrants during
construction.

A fee and a deposit will
be required.

Mid-Peninsula Water District
(MPWD)
[email protected]
650-591-8941
1075 Old County Rd # A,
Belmont, CA 94002
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-5 2026 Sanitary Sewer and Storm Drain Rehabilitation Project

1.10 CULTURAL RESOURCES
A. In accordance with Public Resources Code 5097.94, if human remains are found, the State coroner must be notified within 24 hours of the discovery. If the coroner determines that the remains are not recent, the coroner will notify the Native American Heritage Commission in Sacramento to determine the most likely descendent for the area. The designated Native American representative shall then determine in consultation with the property owner the disposition of the human remains.

1.11 PUBLIC NOTIFICATION PLAN
A. Prepare and submit a Public Notification Plan specific to each site for City review and approval and for City right-of-way permit acquisitions.

END OF SECTION
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 011100-6 2026 Sanitary Sewer and Storm Drain Rehabilitation Project

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108
BID ITEM DESCRIPTIONS 012200-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 012200 BID ITEM DESCRIPTIONS
Compensation for all work specified to be performed under this contract and shown on the plans will be made under payment items listed herein and shown on the Bid Schedule. The contract prices for the said payment items shall be full compensation for all the costs connected there with including all labor, materials, tools, equipment, and incidentals furnished and doing all the work involved in completing the items of work including final cleanup as specified herein. It is the intent of this contract that the sum of all prices listed in the Bid Schedule shall represent the total lump sum cost of all work shown on the plans and specified herein. Where items of work are not specifically defined in the schedule or included in the bid items, these items shall be included in those bid items which are most closely related to the required work.

Separate payment will not be made for any item which is not specifically set forth in the bid items contained in the Proposal, unless as approved extra work per the general conditions.

Therefore, the Contractor's entire compensation for doing all work in accordance with the Contract Documents shall be included in the prices stated in the Proposal.

Bid List

EXHIBIT A
No. Description QTY Unit Unit Cost
1 Mobilization (Recommend not
to Exceed 5% of Total Base Bid) 1 LS $
2 Traffic Control 1 LS $
3 Erosion Control 1 LS $
4 Handling of Sewage
Flows/Sewage Bypassing 1 LS $
5 OSHA Requirements – Shoring,
Confined Space, Etc. 1 LS $
6 Utility Potholing 1 LS $
7 Sanitary Sewer Spot Repair 29 EA $
8 Open Cut Construction 1,827 LF $
9 Pipe Bursting Construction 989 LF $
10 Sewer Lateral Reconnection,
Open Cut Construction 50 EA $
11 Sewer Lateral Reconstruction,
Pipe Bursting Construction 15 EA $
12 Remove Manhole Rungs 23 EA $
13 Rechannel Manhole Base and
Coat Manhole Interior 24 EA $
14 Repair Storm Drain by Spot
Repair Construction, Harbor
Blvd. 1 LS $
15 Repair Storm Drain by Spot 1 LS $
109
BID ITEM DESCRIPTIONS 012200-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project Repair Construction, Monroe
Ave.
16 Repair Storm Drain by CIPP
Construction, Monroe Ave. to
Lyon Ave. 1 LS $
17 Repair Storm Drain by CIPP
Construction, Wooster Ave. 1 LS $
18 Construct Access for Storm
Drain Repair, Arbor Ave. 1 LS $
19 Repair Storm Drain by CIPP
Construction, Terrace Dr. to
Arbor Ave. 1 LS $
20 Install Slurry Seal Type II with

2.5% Latex 55,000 SF $
21 Restore Curb, Gutter, Sidewalk,
O‘Neill Ave. 1 LS $
22 Restore Curb, Gutter, Sidewalk,
Broadway Alley 1 LS $
23 Pre-Installation Cleaning and
Video Inspection of Pipeline 9,023 LF $
24 Post-Installation Video
Inspection of Pipeline 9,023 LF $
Bid Item Descriptions
Bid Item 1 – Mobilization (Recommended Not Exceed 5% of Total Base Bid) This amount is recommended not to exceed five percent (5%) of the total bid price for the work.

Should the lump sum price proposed in the bid schedule exceed 5%, any excess over 5% shall be paid as part of the final progress payment. Overhead and profit shall not be allowed as a line item, but shall be prorated over other items of work.

This bid item shall include, but is not limited to, payment for obtaining all bonds, all Contractor acquired permits, licenses, agreements, certifications, notices of intent, and temporary easements; acquisition of project permits, moving onto the site of all equipment, materials and staff including obtaining and set up of Contractor’s staging area/yard; furnishing and erecting all needed construction facilities, fencing, project signage, project security, demobilization, preconstruction photographs, video recording of surface features, progress schedules and reports, contract meetings, and preparation of record drawings. No payment for mobilization, or any part thereof, will be approved for payment under the contract until all applicable mobilization items listed above have been completed.

Bid Item 2 – Traffic Control
110
BID ITEM DESCRIPTIONS 012200-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project This bid item shall be lump sum. Payment for this item will be prorated over the course of the project based on percentage complete of all items, excluding bid item 1, for the purpose of the calculation.

The Contractor shall prepare site-specific traffic control plans for each project site and any additional traffic control plans or details required. This bid item includes, but is not limited to, preparing detailed traffic control plans; placing, maintaining, adjusting, and removing temporary traffic control measures, such as, but not limited to, flags, cones, barricades, crash barriers, signs, and flaggers (personnel dedicated to controlling and managing traffic), lighted arrow boards, signs, detours, lighting, pedestrian and traffic ramps, trench plates, temporary striping, K-rails, pavement markers, traffic signal loops and temporary detection devices, and all incidentals necessary for worker, pedestrian and traffic protection, including furnishing all equipment, materials and personnel associated therewith, and in accordance with the project technical specifications including any other work necessary to complete this task not included in other bid items. Traffic control shall be provided for all project work areas and shall be provided for the duration of the project.

Bid Item 3 – Erosion Control
This bid item shall be lump sum. Payment for this item will be prorated over the course of the project on a percentage complete basis of all items, excluding Bid Item 1, for the purposes of calculation.

This item includes, but is not limited to, preparing and implementing an erosion control plan, specific to each site, as required for City approval and permit acquisition, and include furnishing all labor, materials, tools, and equipment, incidentals, and doing all work for design, installation, and maintenance of the erosion control systems and compliance with Construction Best Management Practices as identified on Drawing G-3 (Stormwater Pollution Prevention Notes) including any other work necessary to complete this task not included in other bid items.

Bid Item 4 – Handling of Sewage Flows/Sewage Bypassing
This item is a lump sum bid for furnishing and installing the temporary sewage bypass and connections. Payment for this item will be prorated over the course of the project based on percentage complete of all items, excluding Bid Items 1, for the purpose of the calculation. The bid price shall include, but is not limited to, all costs for specified bypassing and changeover plans, pumps and pumping, pipe, fittings, excavation, backfill, and compaction, per the plans and in accordance with the Technical Specifications.

Bid Item 5 – OSHA Requirements – Shoring, Confined Space, Etc.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the project based on percentage complete of all items, excluding Bid Items 1, for the purpose of the calculation.
111
BID ITEM DESCRIPTIONS 012200-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project The Contractor shall comply with OSHA requirements for project shoring work and confined space entry as well as applicable City, County, State, and Federal regulations regarding sheeting, shoring, and bracing. This bid item includes, but is not limited to, all excavation support measures required including but not limited to design, installing and removing of shoring and bracing required to stabilize and prevent movement of existing ground and to protect and provide for the safety of the contractor’s workers due to sudden collapse or movement of the existing ground, during excavation and trenching operations, including furnishing all equipment, materials and personnel associated therewith, and in accordance with the project technical specifications and California Labor Code 6700-6708 including any other work necessary to complete this task not included in other bid items.

Bid Item 6 – Utility Potholing
This item is a lump-sum bid for materials, labor, and equipment necessary to provide project utility potholing complete. This work shall include, but not be limited to, all costs for utility location, excavation and road repair per the permit requirements, and final reporting, as shown in the plans and described in the Technical Specifications.

Bid Item 7 – Sanitary Sewer Spot Repair
This bid item shall be paid at the unit price bid per sewer spot repair completed. See Detail 3 Drawing D-01.

The bid item includes furnishing all equipment, materials, and personnel for the installation sewer pipeline by spot repair construction including but not limited to: preparing submittals; furnishing pipe materials; locating and protecting existing utilities; water line protection; saw cutting; removing and disposing of asphalt; trenching; spoil handling and disposing; dust controlling; dewatering the trench as needed; excavating and disconnecting service laterals; removing and disposing of sewer pipe; installing sewer pipe; furnishing and installing appropriate couplings, adapters, and fittings to connect to existing sewer; furnishing and installing buried warning tape; testing; preparing and compacting pipe sub base; placing of foundation materials; placing and compacting pipe bedding; placing and compacting trench backfill; paving; resetting surface features disturbed by the work; and cleaning in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 8 – Open Cut Construction
This bid item shall be paid at the unit price bid per foot of installed pipe measured from the upstream point of connection to the downstream point of connection.

The bid item includes furnishing all equipment, materials and personnel for the installation sewer pipeline by open cut construction including but not limited to: preparing submittals; furnishing pipe materials; locating and protecting existing utilities; water line protection; survey monument restoration, saw cutting; removing and disposing of asphalt; trenching; spoil handling and disposing; dust controlling; dewatering the trench as needed; excavating and disconnecting 112
BID ITEM DESCRIPTIONS 012200-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project service laterals; removing and disposing of sewer pipe; installing sewer pipe; furnishing and installing appropriate couplings, adapters, and fittings to connect to existing sewer; furnishing and installing buried warning tape; testing; preparing and compacting pipe sub base; placing of foundation materials; placing and compacting pipe bedding; placing and compacting trench backfill; paving; resetting surface features disturbed by the work; and cleaning in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 9 – Pipe Bursting Construction
This bid item shall be paid at the unit price bid per foot of installed pipe by pipe bursting construction measured from the exterior connecting surface of manhole to exterior connecting surface of manhole.

The bid item includes furnishing all equipment, materials and personnel for the installation of high-density polyethylene (HDPE) gravity sewer pipe by pipe bursting including but is not limited to: preparing submittals; furnishing pipe materials, locating and protecting existing utilities, water line protection; survey monument restoration, saw cutting; surface demolition; excavating for pits; water line protection; locating active and inactive laterals, excavating and disconnecting all service laterals before pipe bursting; temporarily supporting existing utilities in excavations; removing and proper disposing of asphalt; spoil handling and disposing; excavating in pit areas, placing foundation materials; connecting and sealing pipe ends in structures; dust controlling, dewatering the excavation as needed; abandoning inactive laterals; furnishing and installing couplings, adapters, and fittings to connect to the sewer; testing; backfilling and compacting, surface restoration and paving in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 10 – Sewer Lateral Reconnection, Open Cut Construction This bid item shall be paid at the unit price bid per each sanitary sewer service lateral reconnected on sewers replaced by open cut construction from the main line, regardless of length. See Details 1, 3, and 4 Drawing D-02.

The bid item includes furnishing all equipment, materials and personnel to remove and replace the lateral including but not limited to: preparing submittals; protecting utilities; water line protection; saw cutting, removing and disposing of asphalt; trenching; removing and disposing of soil, dewatering the trench as needed; locating and exposing the lateral; removing all roots in portions of the lateral to remain between property line and main; removing existing lateral piping as necessary for the work; furnishing and installing lateral pipe connection to the main line, placing and compacting pipe sub base; placing and compacting pipe bedding; placing and compacting trench backfill; surface restoration and paving, including repairs to other surface features disturbed by the work in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 11 – Sewer Lateral Reconnection, Pipe Bursting Construction 113
BID ITEM DESCRIPTIONS 012200-6
2026 Sanitary Sewer and Storm Drain Rehabilitation Project This bid item shall be paid at the unit price bid per each sanitary sewer service lateral reconnected on sewers replaced by pipe bursting construction from the main line, regardless of length. See Detail 2 Drawing D-02.

Bid Item 12 – Remove Manhole Rungs
This bid item shall be paid at the unit price bid per each existing manhole that rungs are removed from regardless of depth or configuration. Table 1 Drawing D-03 identifies manholes to have rungs removed. The work includes furnishing all equipment, materials and personnel to remove manhole rungs from manholes per Detail 8 Drawing D-02 including, but not limited to:
preparing submittals, interior manhole cleaning; and removal of rungs in accordance with the contract documents including any other work necessary to complete this task that is not included in other bid items.

Bid Item 13 – Rechannel Manhole Base and Coat Manhole Interior This bid item shall be paid at the unit price bid per each existing manhole that is rechanneled and coated regardless of depth or configuration. Table 1 Drawing D-03 identifies manholes to be rechanneled and coated. The work includes rechanneling the manhole base per Detail 1 Drawing D-03 including cutting or chipping to penetrate existing manhole to accept new sewer pipe; demolishing of flow channels inside manholes; reconstructing new flow channels within manholes; demolition and reconstruction of existing bench; including furnishing all equipment, materials and personnel needed. The bid item includes furnishing all equipment, materials and personnel for recoating the manhole interior per Detail 8 Drawing D-02 including but not limited to preparing submittals, interior manhole cleaning; recoating the interior of the manhole, and testing in accordance with the contract documents including any other work necessary to complete this task that is not included in other bid items.

Bid Item 14 – Repair Storm Drain by Spot Repair Construction, Harbor Blvd.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the site’s spot repair work, for the purpose of the calculation.

The bid item includes two spot repairs to the storm drain pipeline at Harbor Blvd. and includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work 114
BID ITEM DESCRIPTIONS 012200-7
2026 Sanitary Sewer and Storm Drain Rehabilitation Project involved including but is not limited to: preparing submittals; furnishing pipe materials; protecting and supporting existing utilities; saw cutting, removing and proper disposing of asphalt; trenching; spoil handling and proper disposing; dust controlling; dewatering the trench as needed; removing and properly disposing of existing storm drain pipe; installing storm drain pipe; furnishing and installing appropriate couplings, adapters, and fittings to connect to existing storm drain; furnishing and installing buried warning tape; preparing and compacting pipe sub base; placing of foundation materials; placing and compacting pipe bedding; placing and compacting trench backfill regardless of material; surface restoration and paving in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 15 – Repair Storm Drain by Spot Repair Construction, Monroe Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the site’s spot repair work, for the purpose of the calculation.

The bid item includes one spot repair to the storm drain pipeline at Monroe Ave. and includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved including but is not limited to: preparing submittals; furnishing pipe materials; protecting and supporting existing utilities; saw cutting, removing and proper disposing of asphalt; trenching; spoil handling and proper disposing; dust controlling; dewatering the trench as needed; removing and properly disposing of existing storm drain pipe; installing storm drain pipe; furnishing and installing appropriate couplings, adapters, and fittings to connect to existing storm drain; furnishing and installing buried warning tape; preparing and compacting pipe sub base; placing of foundation materials; placing and compacting pipe bedding; placing and compacting trench backfill regardless of material; surface restoration and paving in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 16 – Repair Storm Drain by CIPP Construction, Monroe Ave. to Lyon Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the site’s CIPP lining and repair work, for the purpose of the calculation.

This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved to rehabilitate the storm drain pipeline via installation of liner within existing storm drain pipeline using the cured in place pipe (CIPP) method including but is not limited to: preparing submittals, furnishing and installing pipe materials, cleaning the pipeline, connecting and sealing pipe ends at the start and terminus of the work, furnishing and installing pipe liner. The storm drain may include defects that may hinder liner installation. The bid item includes repairs of the host storm drain in advance of the CIPP lining as needed to allow for CIPP lining. CCTV video files are available for select project storm drains. Prior to construction bid the contractor shall review the available CCTV video files to understand the condition of the pipeline and to quantify the effort needed to rehabilitate the pipeline by CIPP lining. The lump sum bid price shall be complete for the lining and repair work including 115
BID ITEM DESCRIPTIONS 012200-8
2026 Sanitary Sewer and Storm Drain Rehabilitation Project furnishing all equipment, materials and personnel in accordance with the contract documents including any other work necessary to complete this task that is not included in other bid items.

Bid Item 17 – Repair Storm Drain by CIPP Construction, Wooster Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the site’s CIPP lining and repair work, for the purpose of the calculation.

This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved to rehabilitate the storm drain pipeline via installation of liner within existing storm drain pipeline using the cured in place pipe (CIPP) method including but is not limited to: preparing submittals, furnishing and installing pipe materials, cleaning the pipeline, connecting and sealing pipe ends at the start and terminus of the work, furnishing and installing pipe liner. The storm drain may include defects that may hinder liner installation. The bid item includes repairs of the host storm drain in advance of the CIPP lining as needed to allow for CIPP lining. CCTV video files are available for select project storm drains. Prior to construction bid the contractor shall review the available CCTV video files to understand the condition of the pipeline and to quantify the effort needed to rehabilitate the pipeline by CIPP lining. The lump sum bid price shall be complete for the lining and repair work including furnishing all equipment, materials and personnel in accordance with the contract documents including any other work necessary to complete this task that is not included in other bid items.

Bid Item 18 – Construct Access for Storm Drain Repair, Arbor Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the work for the purpose of the calculation.

This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to provide access to Storm Drain Node (SD Node) 505 located in Arbor Ave. in advance of the storm drain repair by CIPP lining including but is not limited to: preparing submittals; furnishing pipe materials; protecting and supporting existing utilities; saw cutting, removing and proper disposing of asphalt; trenching; spoil handling and proper disposing; dust controlling; dewatering the trench as needed; removing and properly disposing of existing storm drain node and pipe; installing storm drain node and pipe; furnishing and installing appropriate couplings, adapters, and fittings to connect to existing storm drains; furnishing and installing buried warning tape; preparing and compacting pipe sub base; placing of foundation materials; placing and compacting pipe bedding; placing and compacting trench backfill; surface restoration and paving in accordance with the contract documents including any other work necessary to complete this task not included in other bid items.

Bid Item 19 – Repair Storm Drain by CIPP Construction, Terrace Dr. to Arbor Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the site’s CIPP lining and repair work, for the purpose of the calculation. 116
BID ITEM DESCRIPTIONS 012200-9
2026 Sanitary Sewer and Storm Drain Rehabilitation Project This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved to rehabilitate the storm drain pipeline via installation of liner within existing storm drain pipeline using the cured in place pipe (CIPP) method including but is not limited to: preparing submittals, furnishing and installing pipe materials, cleaning the pipeline, connecting and sealing pipe ends at the start and terminus of the work, furnishing and installing pipe liner. The storm drain may include defects that may hinder liner installation. The bid item includes repairs of the host storm drain in advance of the CIPP lining as needed to allow for CIPP lining. CCTV video files are available for select project storm drains. Prior to construction bid the contractor shall review the available CCTV video files to understand the condition of the pipeline and to quantify the effort needed to rehabilitate the pipeline by CIPP lining. The lump sum bid price shall be complete for the lining and repair work including furnishing all equipment, materials and personnel in accordance with the contract documents including any other work necessary to complete this task that is not included in other bid items.

Bid Item 20 – Install Slurry Seal Type II with 2.5% Latex This bid item shall be paid at the unit price bid per square foot of the actual pavement area slurry sealed and includes restoring permanent striping and pavement markings impacted by the project. Striping and pavement markings impacted by the work shall be entirely replaced, partial replacement will not be accepted. Slurry seal quantity listed in bid schedule assumes all sites including spot repair, pipe bursting, or open trench construction. Limits of slurry seal shall be as indicated on Drawing G-02 and per the technical specifications Section 321216. No payment shall be made for any area requiring re-application of slurry due to damage of slurry, prior to acceptance of Work. No payment shall be made for application of slurry outside the limits of the requirements of the Contract documents, unless authorized in writing by the City.

Slurry seal work shall be coordinated with the City’s paving project being completed at the same time as the sewer and storm drain repair project. As directed by the Construction manager, the Contractor may be asked to exclude or add additional slurry seal to the limits of slurry seal work.

Bid Item 21 – Restore Curb, Gutter, Sidewalk, O’Neill Ave.

This bid item shall be lump sum. Payment for this item will be prorated over the course of the curb, gutter, and sidewalk repairs at O’Neill Ave (Drawing C-09), for the purpose of the calculation.

This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved to remove and replace in kind any curb, gutter, and sidewalk that is required to repair the sewer main including but not limited to in kind landscaping and irrigation restoration, utility protection, demolition, hauling, disposal, forming, rebar placement, concrete placement, concrete finishing and site clean-up. This bid item includes complete restoration of curb, gutter, and sidewalk tiles impacted by the project. Partial replacement will not be accepted.

Bid Item 22 – Restore Curb, Gutter, Sidewalk, Broadway Alley. 117
BID ITEM DESCRIPTIONS 012200-10
2026 Sanitary Sewer and Storm Drain Rehabilitation Project This bid item shall be lump sum. Payment for this item will be prorated over the course of the curb, gutter, and sidewalk repairs at the Broadway Alley (Drawing C-10), for the purpose of the calculation.

This bid item includes furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the Work involved to remove and replace in kind any curb, gutter, and sidewalk that is required to repair the sewer main including but not limited to utility protection, demolition, hauling, disposal, forming, rebar placement, concrete placement, concrete finishing and site clean-up. This bid item includes complete restoration of curb, gutter, and sidewalk tiles impacted by the project. Partial replacement will not be accepted.

Bid Item 23 – Pre-Installation Cleaning and Video Inspection of Pipeline This bid item shall be paid at the unit price bid per linear foot of cleaning and CCTV inspection completed.

This bid item includes, but is not limited to: cleaning and video inspecting of all storm drain and sewer pipelines repaired or replaced by the project regardless of installation or repair method including for CIPP rehabilitation, pipe bursting rehabilitation, open cut rehabilitation, or spot repair rehabilitation to assure that existing pipe conditions are acceptable for CIPP or pipe bursting rehabilitation, identifying and determining locations and extents of spot repairs required, and to locate all active and inactive service line connections; provision of two copies of video on two computer flash drives to the Engineer; providing a push camera available for use at all times during the project; using push camera to inspect otherwise inaccessible locations or as directed by the Engineer; providing pan and tilt camera that pans no less than 225 degrees and rotates 360 degrees for close up viewing; bypassing and rerouting as required; including furnishing all equipment, materials, and personnel associated therewith, and in accordance with the contract documents. Note: CCTV videos shall begin at the upstream node or manhole and continue to the downstream node or manhole. Payment will not provided for incomplete and/or segmented videos.

Bid Item 24 – Post-Installation Video Inspection of Pipeline This bid item shall be paid at the unit price bid per linear foot of CCTV inspection completed.

This bid item includes, but is not limited to, color video inspection of all completed storm drain and sewer segments with pan and tilt camera that pans no less than 225 degrees and rotates 360 degrees for close up viewing of the completed work; close up views of all joints and restored service connections; provision of two copies of video on two computer flash drives to the Engineer; bypassing and rerouting as required; including furnishing all equipment, materials and personnel associated therewith, and in accordance with the contract documents. Note: CCTV videos shall begin at the upstream node or manhole and continue to the downstream node or manhole. Payment will not provided for incomplete and/or segmented videos.

END OF BID ITEM DESCRIPTIONS
118
SUBMITTALS 013300-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 013300 SUBMITTALS
PART 1 - GENERAL
1) Shop Drawings
a) Submit shop drawings in accordance with the contract General Conditions. b) The use of contract drawing reproductions for shop drawings is subject to rejection. c) Submit shop drawings electronically in PDF format compatible with Adobe Acrobat Version 25. Pages shall be scanned at a resolution necessary for legibility. Scans shall be in color where necessary for clarity. Shop drawings shall be submitted electronically to the construction manager per the General Conditions and Section 013300 Parts 2 and 3. d) If the Contractor submits shop drawings of equipment by manufacturers other than those listed in the specifications, provide the following information with the submittal: The name and address of at least three companies or agencies that are currently using the equipment.
(1) The name and telephone number of at least one person at each of the above companies or agencies whom the Owner may contact.
(2) A description of the equipment installed at the above locations. The description shall be in sufficient detail to allow the Owner to compare it with the equipment proposed to be installed in this project.
e) For materials originating outside of the United States for which tests are required, provide recertification and retesting by an independent domestic testing laboratory. f) For submittals requiring review of physical items, submit three (3) hard copies of the transmittal along with the three (3) examples of the physical item to the Owner in person or by mail.
2) Submittal Requirements
a) Make submittals promptly in such sequence as to cause no delay in the work. Schedule submission a minimum of 14 calendar days before reviewed submittals will be needed. b) Submittals shall contain:
i) The date of submission and the dates of any previous submissions. ii) The project title and number.
iii) Contract identification.
iv) The names of:
119
SUBMITTALS 013300-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project (1) Contractor.
(2) Supplier.
(3) Manufacturer.
v) Identification of the product, with the specification section number. vi) Field dimensions, clearly identified as such.
vii) Relationship to adjacent or critical features of the work or materials. viii) Identification of deviations from contract documents. ix) Identification of revisions on resubmittals.
x) A 5-inch by 5-inch blank space for Engineer’s stamps. xi) Contractor’s stamp, initialed or signed, shall certify Contractor’s review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal documenting the product meets the requirements of the work and of the contract documents. 3) Submittal Format
a) Each submittal shall have a transmittal form with the date, submittal number, specification number, contractor contact information and product manufacture contact information. b) Unless otherwise requested by the Owner, submittals shall be provided electronically in PDF format. Shop drawings shall be submitted electronically to the Construction Manager per the General Conditions Section 3.13 Submittals.
c) Where product data from a manufacturer is submitted, clearly mark which model is proposed, with all pertinent data, capacities, dimensions, clearances, diagrams, controls, connections, anchorage, and supports. Present a sufficient level of detail for assessment of compliance with the contract documents. All information not related or not used for this project shall be lined out and noted as not used for this project on the submittals. d) Each submittal shall be assigned a unique number. Submittals shall be numbered sequentially. The submittal numbers shall be clearly noted on the transmittal. Original submittals shall be assigned a numeric submittal number. Resubmittals shall bear a numeric system which consists of the number assigned to the original submittal for that item followed by a number to represent it is a subsequent submittal of the original. For example, if Submittal 25 requires a resubmittal, the first resubmittal will bear the designation ”25-1” and the second resubmittal will bear the designation “25-2” and so on. e) Disorganized submittals not meeting the requirements above will be returned without review.
120
SUBMITTALS 013300-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 4) Resubmittals
Resubmittal of submittals will be reviewed and returned in the same review period as for the original submittal. It is considered reasonable the Contractor shall make a complete and acceptable submittal 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 any review beyond the second submittal.
5) Contractor's Jobsite Drawings
Provide and maintain on the jobsite one complete set of prints of all drawings which form a part of the contract. Immediately after each portion of the work is installed, indicate all deviations from the original design shown in the drawings either by additional sketches or ink thereon. Upon completion of the job, deliver this record set to the Owner.

The Contractor shall keep copies of all approved shop drawings onsite and have this information available for Owner’s review upon request.

END OF SECTION
121
SUBMITTALS 013300-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project

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122

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 015100-1 SECTION 015100 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

1.01 CONSTRUCTION WATER
A. Related Work Specified Elsewhere:

1. Trenching, Backfill and Compaction: 312316

2. General Concrete Construction: 030500
B. The Contractor shall make his own arrangements for developing water sources and supply labor and equipment to collect, load, transport, and apply water as necessary for compaction of materials, concrete construction operations, testing, dust control, and other construction use. Water shall be clean and free from objectionable deleterious amounts of acids, alkalis, salts, or organic materials. Refer to Section 011100 for directions.

C. Payment for all costs connected with utilization of the developed water sources shall be made by the Contractor. Include the cost of construction water in the appropriate bid item to which it is appurtenant. The cost will include full compensation for furnishing all labor, materials, tools, equipment, work necessary to develop a sufficient water supply, and furnishing the necessary equipment for applying the water as described in these specifications.

1.02 ELECTRICAL POWER-CONSTRUCTION PHASE
The Contractor shall provide portable power for the construction of the project. The cost of power shall be included in the appropriate bid items to which it is appurtenant and shall include full compensation for furnishing all labor, materials, tools, and equipment required to obtain and distribute power for construction purposes.

1.03 STORM WATER POLLUTION CONTROL
The Contractor shall perform storm water pollution control to prevent construction operations from discharging sediment into the storm drain collection system. For each work site the Contractor shall design, construct and maintain BMPS for the duration of the Work to prevent discharge of sediment into the storm drain collection system. As part of the permit approval process, Contractor prepared plans for construction and maintenance of BMPS will be included in the ROW Permit submittal packages.

1.04 DUST CONTROL
The Contractor shall perform dust control operations to prevent construction operations from producing dust in amounts harmful to persons or causing a nuisance to persons living nearby or occupying buildings in the vicinity of the work. Use water or dust preventative to control dust.
123

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 015100-2

1.05 FIRE DANGER
The Contractor shall minimize fire danger in the vicinity of and adjacent to the construction site. Provide labor and equipment to protect the surrounding private property from fire damage resulting from construction operations.

1.06 MANDATORY SAFETY TRAINING
The Contractor, all employees, and all subcontractors scheduled to perform work at the project site shall participate in a mandatory safety training program conducted by the Contractor prior to performing any work at the site.

1.07 TRAFFIC CONTROL PLAN
The Contractor shall prepare and submit a traffic control plan for review and approval prior to the pre-construction meeting.

1.08 ACCESS AND PARKING AREAS
The Contractor shall confine construction activities to the Project limits; which shall consist of the right-of-way, easements and/or property owned by the City, without exception, unless otherwise authorized in writing by the Owner. Without prior approval of the Owner, no storage of materials and equipment will be allowed to remain within the right-of-way during non-working hours, on the weekends, or during holidays.

Each day after the completion of the construction operations, unless otherwise approved the Owner, the project limits shall be secured and made accessible to the public. All excess materials and equipment not protected by traffic control devices (such as k-rails) shall be relocated to a staging area or demobilized. Trench spoils shall be off-hauled daily and open excavations shall be protected with steel plates.

A. Personnel of Contractor and Subcontractors shall not occupy, live upon, or otherwise make use of the project site during any time that work is not being performed at the site.

B. The Contractor and his employees will be permitted to park their vehicles on the site in legally approved parking areas. Parking areas shall be approved by the Owner prior to starting work at each site.

END OF SECTION
124
TRAFFIC REGULATION 015526-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 015526 TRAFFIC REGULATION

1.01 DESCRIPTION
This section describes procedures for traffic regulation during construction in public streets and highways.

1.02 STANDARD SPECIFICATIONS
Wherever reference is made to the State Specifications and Plans, such reference shall mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation current edition Standard Specifications.

1.03 SUBMITTALS
The Contractor shall develop, obtain approval for, and implement their traffic control plans needed for construction. Not less than 14 working days prior to start of construction operations, the Contractor shall submit, as required, traffic control plans and details, prepared, signed, and sealed by a California licensed engineer to the City for approval and permit acquisition. No work shall begin involving or requiring traffic control until a traffic control plan is approved by the City.

1.04 GENERAL
A. The Contractor shall provide safe and continuous passage for pedestrian, bicycle, and vehicular traffic at all times.

B. The Contractor shall control traffic at those locations indicated and in conformance with the approved traffic control plans and specifications.

C. The Contractor shall furnish, construct, maintain, and remove detours, road closures, traffic signal equipment, lights, signs, barricades, fences, k-rail, flares, solar-powered flashing arrow signs, miscellaneous traffic devices, flagmen, drainage facilities, paving, and such other items and services as are necessary to adequately safeguard the public from hazard and inconvenience. All such work shall comply with the ordinances, directives, and regulations of authorities with jurisdiction over the public roads in which the construction takes place and over which detoured traffic is routed by the Contractor.

After devices have been installed, maintain and keep them in good repair and working order until no longer required. Replace such devices that are lost or damaged, to such an extent as to require replacement, regardless of the cause of such loss or damage.

D. Prior to the start of construction operations, the Contractor shall notify the adjacent schools, police, and fire department in whose jurisdiction the project lies, giving the expected starting date, completion date, and the names and telephone numbers of two responsible persons who may be contacted at any hour in the event of a condition requiring immediate emergency service to remove, install, relocate, and maintain warning devices. In the event these persons do not promptly respond or the authority 125
TRAFFIC REGULATION 015526-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project deems it necessary to call out other forces to accomplish emergency service, the Contractor will be held responsible for the cost of such emergency service.

E. The Contractor shall provide a minimum of 48 hours' notice to the City for any work which may affect signal loops, equipment, or devices. In the event that any underground utilities, traffic devices, pipes, or conduits are damaged and require emergency repair by the City, all costs incurred by the City in making such repairs, plus 15% for administration costs, shall be paid by the Contractor.

F. The Contractor shall post temporary "No Parking - Tow Away" signs 72 hours prior to work in areas where parking is normally permitted. The City Department of Public Works shall be notified 72 hours prior to the posting of any temporary parking restrictions along the pipeline route.

G. The Contractor shall coordinate the relocation of public bus and school bus routes, bus stops, and trash collection services with the agencies listed on the plans in advance of construction activity.

H. The Contractor shall post construction information signs required by the City ROW permit and City requirement a minimum of two weeks prior to construction.

I. The Contractor shall notify each postal address at least two working days prior to restricting parking along the project route via first class United States mail of the nature and duration of the parking restriction.

1.05 TRAFFIC CONTROL DEVICES AND SIGNS
A. Traffic control devices and temporary striping shall conform to the latest edition of the Manual of Uniform Traffic Control Devices (MUTCD). Construction signs shall conform to the latest edition of the FHA publication “Standard Highway Signs” and the State of California Sign Specification Sheets.

B. The placement of construction signing, striping, barricades, and other traffic control devices used for handling traffic and public convenience shall conform to the MUTCD and “Work Area Traffic Control Handbook” (WATCH), latest edition, and City Standard Plans.

C. Signs shall be reflectorized when they are used during hours of darkness. Cones and portable delineators used for night lane closures shall have reflective sleeves. Equipped with barricades used in the diversion of traffic with flashers if in place during hours of darkness.

D. During the duration of a detour, the Contractor shall cover existing signs not in accordance with the traffic control plan. Relocate existing signs that are in force to provide visibility from all relocated traffic lanes.
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1.06 TEMPORARY STEEL PLATE BRIDGING
A. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal, cannot be properly completed within a workday, the Contractor shall provide steel plate bridging with a nonskid surface and shoring to preserve unobstructed traffic flow. In such cases, the following conditions shall apply:

1. Steel plates used for bridging shall extend a minimum of 12 inches beyond the edges of the trench.

2. Install steel plate bridging to operate with minimum noise.

3. Shore the trench to support the bridging and traffic loads.

4. Use temporary paving with cold asphalt concrete to feather the edges of the plates if plate installation by Method 2 is used.

5. Secure bridging against displacement by using adjustable cleats, shims, or other devices.

B. The Contractor shall install steel plate bridging and shoring using either Method 1 or 2:

1. Method 1 (For Speeds More Than 45 mph): The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate.

2. Method 2 (For Speeds 45 mph or Less): Attach approach plate(s) and ending plate (if longitudinal placement) to the roadway by a minimum of two dowels predrilled into the corners of the plate and drilled 2 inches into the pavement. Butt subsequent plates to each other. Compact fine graded asphalt concrete to form ramps, maximum slope 8.5% with a minimum 12-inch taper to cover all edges of the steel plates. When steel plates are removed, backfill the dowel holes in the pavement with either graded fines of asphalt concrete mix or concrete slurry.

C. The Contractor shall maintain the steel plates, shoring, and asphalt concrete ramps.

D. The following table shows the required thickness of steel plate bridging required for a given trench width:
127
TRAFFIC REGULATION 015526-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project Trench Width
(feet)
Minimum Plate Thickness
(inches)
1 1/2
1 ½ 3/4
2 7/8
3 1
4 1 1/4
E. For spans greater than 4 feet, the Contractor shall prepare a structural design by a registered civil engineer and submit to the Owner for review.

F. The Contractor shall design steel plate bridging for HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. Maintain on the steel plate a nonskid surface having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method No. 342. The Contractor may use standard steel plate with known coefficient of friction equal to or exceeding 0.35.

1.07 VEHICULAR AND BICYCLE TRAFFIC CONTROL
A. The Contractor shall accomplish construction in phases by detouring traffic from its normal patterns as shown in the drawings or per the Contractor provided traffic control designs. Restore traffic to normal patterns in each phase before proceeding to the next phase.

B. The Contractor shall transition traffic lane transitions from permanent lanes to construction zone patterns in accordance with the requirements for the normal posted speed limit and as shown in the drawings.

C. Unless otherwise shown in the drawings or allowed by the City within whose jurisdiction the work is being performed, the Contractor shall limit construction activities to 8 a.m. to 6 p.m., or sunset, whichever is earlier, Monday through Friday.

Return roadways and sidewalks to unrestricted vehicle and pedestrian usage when construction is not underway.

D. During the peak traffic volume hours of the day on weekdays only, the Contractor shall limit construction activities within the construction zone to those hours specified by the City which will not impact the free movement of vehicular traffic in its detoured pattern.

Construction equipment or trucks shall not use or travel adjacent to traffic lanes during these time periods.

1.08 PEDESTRIAN TRAFFIC CONTROL
A. The Contractor shall maintain and delineate a minimum of one 4-foot-wide pedestrian walkway along each public street at all times during construction. Maintain existing pedestrian accesses at intersections at all times. When existing crosswalks are blocked 128
TRAFFIC REGULATION 015526-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project by construction activity, install signs directing pedestrian traffic to the nearest alternative crosswalk.

B. The Contractor shall erect a fence or provide other means of securement to preclude unauthorized entry to any excavation during all nonworking hours on a 24-hour basis including weekends and holidays. Said fence shall be a minimum of 7 feet high around the entire excavation, consisting of a minimum 9-gauge chain-link type fence fabric and shall be sturdy enough to prohibit toppling by children or adults. There shall be no openings under the wire large enough for any child to crawl through. Lock any gates if no adult is in attendance. Place warning signs spaced on 50-foot centers on the outside of the fence with the statement "DEEP HOLE DANGER."

1.09 ACCESS TO ADJACENT PROPERTIES
A. The Contractor shall maintain reasonable access from public streets to adjacent properties at all times during construction. Prior to restricting normal access from public streets to adjacent properties, notify each property owner or responsible person, informing them of the nature of the access restriction, the approximate duration of the restriction, and the best alternate access route for that particular property.

B. To minimize access restriction to these driveways, the Contractor shall either backfill, compact, and provide temporary pavement or provide steel plates sufficient to support vehicular traffic across the trench in front of these driveways except when actual construction is being performed in the driveway area.

1.10 PERMANENT TRAFFIC CONTROL DEVICES
A. Existing permanent traffic control signs, barricades, and devices shall remain in effective operation unless a substitute operation is arranged for and approved as a portion of vehicular traffic control above. Traffic signal modification and restoration work shall be in accordance with Section 86 of the State Specifications.

B. The Contractor shall maintain daily liaison with the Owner in regard to traffic diversion at signalized intersections.

C. The Contractor shall contact the Owner 48 hours prior to work affecting traffic signal phasing or vehicular detection loops.

D. Traffic Control Detection Loops: The Contractor shall completely replace traffic control detection loops which are cut, removed, or otherwise disturbed for construction of the pipeline to the original position or as directed by the Owner immediately after the specific stage affecting loops is completed. Check new loops for continuity from the traffic signal cabinet to assure splicing and signal operation is correct.

E. The Contractor shall replace traffic signal conduits damaged to the nearest pull box, including new wire, back to the terminal, and/or back to the signal controller to the 129
TRAFFIC REGULATION 015526-6
2026 Sanitary Sewer and Storm Drain Rehabilitation Project satisfaction of the owning agency before proceeding to the next construction stage.

Splicing is not permitted. Report all such damage immediately to the Owner.

F. Restriping of Streets: Permanent restriping shall be in accordance with the requirements of the agencies having jurisdiction. The Contractor shall place and remove temporary striping required for traffic control during construction by sandblasting. Temporary striping includes any striping required on any pavement replaced prior to the final surface course. Replace any damaged or obliterated raised pavement markers in accordance with the standards of the agency having jurisdiction.

END OF SECTION
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CLEANING DURING CONSTRUCTION AND FINAL

CLEANING
017410-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 017410 CLEANING DURING CONSTRUCTION AND FINAL CLEANING

1.01 GENERAL
A. This section includes cleaning during construction and final cleaning on completion of the work.

B. At all times, the Contractor shall maintain areas covered by the contract and adjacent properties and public access roads free from accumulations of waste, debris, and rubbish caused by construction operations.

C. The Contractor shall conduct cleaning and disposal operations to comply with local ordinances and antipollution laws. Do not burn or bury rubbish or waste materials on project site. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains. Do not dispose of waste into streams or waterways.

D. The Contractor shall use only cleaning materials recommended by manufacturer of surface to be cleaned.

1.02 CLEANING DURING CONSTRUCTION
A. During execution of work, the Contractor shall clean the site, adjacent properties, and public access roads and dispose of waste materials, debris, and rubbish to assure that buildings, grounds, and public properties are maintained free from accumulations of waste materials and rubbish.

B. The Contractor shall wet down dry materials and rubbish to lay dust and prevent blowing dust.

C. The Contractor shall provide containers for collection and disposal of waste materials, debris, and rubbish.

D. The Contractor shall cover or wet excavated material leaving and arriving at the site to prevent blowing dust. Clean the public access roads to the site of any material falling from the haul trucks.

1.03 FINAL CLEANING
A. At the completion of work and immediately prior to final inspection at each site, the Contractor shall clean the entire project site as follows.

B. Clean, sweep, wash, and polish all work and equipment including finishes.

C. Repair, patch, and touch up marred surfaces to match adjacent surfaces.

D. Broom clean paved surfaces; rake clean landscaped areas. 131

CLEANING DURING CONSTRUCTION AND FINAL

CLEANING
017410-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project E. Remove from the site temporary structures and materials, equipment, and appurtenances not required as a part of, or appurtenant to, the completed work.

END OF SECTION
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PROTECTING EXISTING UNDERGROUND UTILITIES 020120-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 020120 PROTECTING EXISTING UNDERGROUND UTILITIES PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for materials and procedures for protecting existing underground utilities.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling, and Compacting: 312316
B. Potholing: 023219
PART 2 - MATERIALS

2.01 REPLACEMENT IN KIND
Except as indicated below or as specifically authorized by the Owner, the Contractor shall reconstruct utilities with new material of the same size, type, and quality as that removed.

PART 3 - EXECUTION

3.01 GENERAL
A. The Contractor shall replace in kind street improvements, such as curbs and gutters, barricades, traffic islands, signalization, fences, signs, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

B. Where utilities are parallel to or cross the construction but do not conflict with the permanent work to be constructed, the Contractor shall follow the procedures given below and as indicated in the drawings. The Contractor shall notify the utility owner 48 hours in advance of the crossing construction and coordinate the construction schedule with the utility owner's requirements. For utility crossings not shown in the drawings, refer to the General Conditions and the instructions of the Owner for guidance.

C. The Contractor shall determine the true location and depth of utilities and service connections which may be affected by or affect the work. Determine the type, material, and condition of these utilities. In order to provide sufficient lead-time to resolve unforeseen conflicts, order materials and take appropriate measures to ensure that there is no delay in work.

D. The Contractor shall pothole and locate utilities 400 feet in advance of the pipeline construction.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project

3.02 PROCEDURES
A. Protect in Place: The Contractor shall protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified in the drawings or in the specifications.

B. Remove and Reconstruct: Where so indicated in the drawings or as required by the Owner, the Contractor shall remove the utility and, after passage, reconstruct it with new materials. Provide temporary service for the disconnected utility.

3.03 COMPACTION
A. Utilities Protected in Place: The Contractor shall backfill and compact under and around the utility so that no voids are left.

B. Utilities Reconstructed: Prior to replacement of the utility, the Contractor shall backfill the trench and compact to an elevation 1 foot above the top of the ends of the utility.

Excavate a cross trench of the proper width for the utility and lay, backfill, and compact.

3.04 THRUST BLOCKS ON WATERLINES
A. The Contractor's attention is called to thrust blocks for waterlines throughout the project whose thrust is in the direction of the new excavation and, therefore, may be affected by the construction. The Contractor shall protect thrust blocks in place or shore to resist the thrust by a means approved by the utility owner’s representative and reconstruct. If the thrust blocks are exposed or rendered to be ineffective in the opinion of the utility owner's representative, reconstruct them to bear against firm unexcavated or backfill material.

B. The Contractor shall provide firm support by backfilling that portion of the trench for a distance of 2 feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with either:

1. Sand-cement slurry (94 pounds of cement per cubic yard).

2. The native material compacted to a relative compaction of 95%.

C. The Contractor shall then excavate the backfill material for construction of the thrust block.

D. The Contractor shall test compaction of the backfill material before pouring any concrete thrust block. Use Class A concrete per Section 030500 for reconstruction.

END OF SECTION
134
POTHOLING 023219-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 023219 POTHOLING
PART 1 - GENERAL

1.01 DESCRIPTION
A. This section details requirements for underground utility location by potholing.

1.02 SUBMITTALS
A. The Contractor shall submit a request for premarking of utilities in pothole locations at least five calendar days prior to the commencement of field activities.

B. The Contractor shall submit a traffic control/protection plan at least fourteen (14) calendar days prior to the commencement of field activities.

C. The Contractor shall submit proposed method of potholing, including description of equipment to be used, and schedule for potholing for approval at least seven calendar days prior to the commencement of field activities. Obtain Owner’s approval of pothole locations prior to commencement of field activities.

D. The Contractor shall submit field logs to the Owner within two working days after the completion of pothole excavations at each site. Include dates of potholing operations and any additional discovered information or pertinent data. Include for each pothole excavation field log:

1. Pothole number.

2. Date of pothole.

3. Depths to top and bottom of utility (measured from existing grade over utility at pothole).

4. Size, materials, and type of located utility.

5. Miscellaneous Contractor’s notes.

E. The Contractor shall submit temporary steel cap and/or steel plate bridging shop drawings at least seven calendar days prior to the commencement of field activities.

F. The Contractor shall submit sand-cement slurry mix design at least seven calendar days prior to the commencement of field activities.

G. The Contractor shall submit asphalt concrete mix design at least seven calendar days prior to the commencement of field activities.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project

1.03 PROCEDURES
A. Subsurface utility-locating (potholing) services shall conform to CI/ASCE 38-02. For the purpose of this scope, “locate” means to obtain the horizontal and vertical position of the utility line by excavating a circular test hole or narrow trench. The Contractor shall construct test holes using vacuum excavation or comparable nondestructive equipment in a manner that will cause no damage to the utility.

B. Subsurface utility locating shall consist of test hole excavations. The Contractor shall pothole all critical utility crossings that may impact the work and at locations indicated on the plans. Narrow trench excavations (slot potholes) may be required at locations approved by the Owner or to locate multiple parallel utilities.

1.04 TIME OF COMPLETION/SCHEDULE
The Contractor shall diligently prosecute the potholing work to completion before the expiration of 30 working days immediately following the date of the project kick-off meeting.

1.05 STANDARD SPECIFICATIONS
Wherever reference is made to the Public Works Specifications such reference shall mean the Standard Specifications for Public Works Construction (SSPWC), current edition.

PART 2 - MATERIALS

2.01 SAND-CEMENT SLURRY BACKFILL AT TEST HOLES AND AT

EXPLORATORY TRENCHES
Sand-cement slurry backfill shall consist of two sacks of Type I or II portland cement added per cubic yard of imported sand and sufficient water for workability.

2.02 ASPHALT CONCRETE PAVEMENT REPAIR AT EXPLORATORY TRENCHES

AND AT TEST HOLES
A. Asphalt concrete paving shall conform to Type A in Section 39 of the State Specifications or III-C2-AR-4000 as listed in Section 400-4 of the Public Works Specifications.

B. Asphalt shall be Performance Grade PG 64-10-R0 per Section 92 in the State Specifications. Asphalt content in the pavement shall be 5.5% to 6.0%.

C. Areas to be paved shall receive prime coat. Prime coat shall be medium curing (MC-70) in accordance with Section 203-2 of the Public Works Specifications. 136
POTHOLING 023219-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project D. Aggregate shall be in accordance with Section 400-1 of the Public Works Specifications.

E. Paving thickness shall match existing plus 1 inch.

PART 3 - EXECUTION

3.01 POTHOLING OPERATIONS
A. The Contractor shall backfill and repair test hole excavations immediately after obtaining the measurement data. Backfill and repair trench excavations requiring use of temporary steel plate bridging within four working days.

B. Promptly provide notice to the Owner for scheduling field survey activities. Advise Owner of number of pothole excavations completed and number remaining.

C. Underground Service Alert Requirements: The Contractor shall comply with Underground Service Alert requirements for notification prior to excavation. Contact Underground Service Alert at 811 no less than two and no more than ten days prior to the start of exploratory excavation. Verify whether or not a representative of each utility or agency will be present during excavation and coordinate with said individual(s). Take any precautions required by the utility Owner.

D. The Contractor shall conduct potholing operations in a manner that minimizes the damage potential to existing underground utilities in order to ensure that the existing facilities will remain in operation without interruption.

E. The Contractor shall coordinate and cooperate with and facilitate field data collection by Contractor’s surveyor. Pothole excavations shall sufficiently expose subsurface utilities to allow surveyor to easily determine and measure the following data:

1. Elevation at top and bottom of utility.

2. Elevation of existing grade over utility at pothole.

3. Coordinates at surface, which are tied to the project plan coordinate system.

4. Outside diameter of utility or width of duct banks.

5. Utility material and condition.

F. Location and Depiction of Existing Utilities: Pothole maps for subsurface utility locating shall be present and utilized during potholing activities. The plans shall be compared to utility/agency paint markings following Underground Service Alert notification as well as locations premarked by the Contractor’s surveyor. If discrepancies are found between 137
POTHOLING 023219-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project the plans and paint markings, promptly notify the Owner prior to commencement of any excavation.

3.02 TRAFFIC CONTROL
The Contractor shall furnish, install, maintain, and remove necessary traffic signs, barricades, lights, signals, cones, pavement markings, and other traffic control devices.

Perform traffic control in accordance with the approved Traffic Control Plan and the Work Area Traffic Control Handbook (WATCH) promulgated by the, APWA, latest edition and OSHA Regulations for Construction Projects.

3.03 EXCAVATION
A. The Contractor shall protect utilities or underground structures from damage during potholing. Immediately report any damaged utilities to the affected utility’s owner and the Owner. Repair immediately any damaged utilities in accordance with the respective utility owner’s requirements. Neatly cut and remove existing pavement. Excavate test holes in such a manner as to prevent any damage to wrappings, coatings, or other protective coverings, utilizing vacuum excavation or hand digging.

B. Methods: Backhoe excavation is not permitted except for trench excavations. Use the following methods for pothole excavations:

1. Hand Digging: Hand digging is the method of excavating a pothole by manual means with hand-held, nonmechanical equipment such as a shovel.

2. Vacuum Excavation: Vacuum excavation shall consist of air or water pressure to break up the soil and a vacuum device to collect the spoil. The Contractor shall determine if air or water vacuum excavation shall be used depending upon specific site and environmental characteristics. Soil type such as heavy clay may require water vacuum excavation. Utilize air vacuum excavators if mud from water vacuum excavators cannot be disposed properly. Use air vacuum excavators if damage to utilities, such as cutting through cables, will occur with the use of water vacuum excavators.
a. Air: Air vacuum excavators shall utilize a high velocity air stream to penetrate, expand, and break up the soil. Remove the loosened particles of soil and rock from the excavation through the use of a vacuum. b. Water: Water vacuum excavation systems shall excavate the pothole using high-pressure water to reduce and loosen the soil. Remove the wet soil and mud slurry to a spoil tank using a vacuum.

C. Size of Test Hole Excavation: Maximum test hole size shall be 8 inches in diameter at surface.
138
POTHOLING 023219-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project D. Size of Exploratory Trench Excavation: Trench width and length shall be as approved by the Owner. Trench depth shall be as required to accurately locate subsurface utilities.

3.04 POTHOLE REPAIR
A. After excavating a test hole or trench, the Contractor shall provide and install a temporary steel cap (over test hole) or temporary steel plate bridging (over trench) to facilitate data gathering by the Contractor’s surveyor.

B. Following data gathering by surveyor, the Contractor shall remove temporary steel caps and/or steel plate bridging, and backfill excavation with approved material as follows:

1. Test Hole Excavations: Sand-cement slurry backfill per Part 2 of this section.

Bring to grade with asphalt cement pavement per Part 2 of this section. Match existing pavement thickness plus 1 inch.

2. Exploratory Trenches: Backfill per Part 2 of this section. Match existing pavement thickness plus 1 inch.

C. The finished surface of the repair shall be of like material and constructed to the same finished grade as the adjacent pavement. The finished surface shall be such that it does not allow water to pond. There shall be no discernable difference in surface level at the joint between the existing pavement and the completed repair.

3.05 DISPOSAL OF CUTTINGS
The Contractor shall dispose of cuttings off-site.

END OF SECTION
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project

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EQUIPMENT, PIPING, AND MATERIALS DEMOLITION 024100-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 024100 PIPING AND MATERIALS DEMOLITION
PART 1 - GENERAL

1.01 DESCRIPTION
This section describes demolition, removal, and abandonment of existing piping.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Protecting Existing Underground Utilities: 020120.

B. Trenching, Backfill, and Compaction: 312316.

PART 2 - MATERIALS
Refer to other sections of these specifications for material to be used as replacements for removal or abandoned piping.

PART 3 - EXECUTION

3.01 GENERAL
Perform removal, abandonment, and demolition work specified and indicated in the drawings. Prepare remaining surfaces to receive new scheduled and specified materials and finishes or finish to match adjacent surfaces if no additional work is scheduled or indicated.

3.02 CONCRETE REMOVAL
A. Initially cut concrete with pneumatic pavement cutter or other equipment at the limits of the excavation and remove the concrete.

B. Make arrangements for and dispose of the removed concrete.

3.03 REMOVAL AND REPLACEMENT
A. Remove facilities indicated by the drawings.

3.04 ABANDONMENT
Abandon in place existing piping and structure indicated in the drawing.

3.05 SHUTDOWNS OF EXISTING PIPING UTILITIES
Isolate utilities affecting demolition work. Schedule shutdowns with the Owner’s Representative; notify the Owner’s Representative three working days in advance of any 141
EQUIPMENT, PIPING, AND MATERIALS DEMOLITION 024100-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project shutdown that is required to perform the work. The Owner will open/close valves on piping required for the shutdowns.

3.06 TEMPORARY SUPPORT OF EXISTING EXPOSED PIPING
A. Provide temporary supports for existing piping that must be kept in service during demolition of adjacent piping or other existing work in the project. Do not block access to the adjacent valves, equipment, or access with the temporary supports.

B. If multiple pipes or piping systems are supported on common or shared pipe supports or suspension units, provide temporary support of piping while the common or shared supports or suspension units are demolished and replaced.

3.07 ABANDONING PIPING
Abandon the piping shown in place where shown on the Plans. Completely fill the pipeline with one sack concrete slurry.

3.08 PATCHING
A. Patching shall mean the restoration of a surface or item to a condition as near as practicable to match the existing adjoining surfaces unless otherwise noted, detailed, or specified.

B. Patching includes cleaning of soiled surfaces.

3.09 DEMOLITION
A. Existing structures, pipes, pavements, curbs, and other items are to be removed, altered, salvaged, and disposed of as specified herein or indicated in the drawings. Remove and dispose of all portions of these items that interfere with project construction.

B. Remove and dispose offsite facilities to be demolished in their entirety including belowground footings, foundations, and other associated appurtenances, as shown in the drawings or as specified herein. Backfill and compact all site areas disturbed by demolition work with structural fill material in accordance with Section 312316.

C. Perform the work in a manner that will not damage parts of the structure not intended to be removed or to be salvaged for the Owner. If, in the opinion of the Owner's Representative, the method of demolition used may endanger or damage parts of the structure or affect the satisfactory operation of the facilities, promptly change the method when so notified by the Owner's Representative. No blasting will be permitted.

D. Equipment, material, and piping, except as specified to be salvaged for the Owner, or removed by others, within the limits of the demolition, excavations, and backfills, will become the property of the Contractor and shall be removed from the project site. The 142
EQUIPMENT, PIPING, AND MATERIALS DEMOLITION 024100-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project salvage value of this equipment, materials, and piping shall be reflected in the contract price of the demolition work.

E. Do not reuse material salvaged from demolition work on this project, except as specifically shown.

END OF SECTION
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144

SEWER LATERALS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 02531 - 1
SECTION 025310 SEWER LATERALS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Reconnection of existing sanitary sewer laterals to sewer mains as shown on the Contract Drawings.

B. Related Sections:

1. Section 312316 - Trenching, Backfilling, and Compaction

2. Section 330140 - Cured in Place Pipe Lining

3. Section 333112 - PVC Gravity Sewer Pipe

4. Section 333118 – HDPE Piping and Accessories for Pipe Bursting

5. Section 333119 – Pipe Bursting

1.02 SUBMITTALS
A. Products Data:

1. Lateral pipe materials

2. Coupling materials
PART 2 PRODUCTS

2.01 MATERIALS
A. Lateral Materials in Pipe Bursting Locations: Electrofusion wye saddles per Section 333118.

B. Lateral Materials in Non Pipe Bursting Locations: Sewer laterals shall be PVC, conforming to the requirements of Section 333112.

C. Couplings: Banded rubber coupling shall be of a variety designed to couple the new PVC with the existing pipe material. Connections to new PVC pipe shall be Mission MR ARC couplings or approved equal.

PART 3 EXECUTION

3.01 PREPARATION
145

SEWER LATERALS
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 02531 - 2
A. General:

1. Contractor shall CCTV inspect existing sewer lines to confirm location of lateral connections prior to excavating in conformance with Section 330131.

2. Laterals indicated on the Contract Plans to be replaced, repaired, reinstated, and abandoned are based on review of existing CCTV data and information provided by the City. Some of the previously reviewed data may not be complete, accurate, and may be dated; therefore, the Contractor is responsible for identifying all active, inactive, and capped laterals. All inactive or capped laterals shall not be replaced or reinstated.

If the Contractor is unable to determine if a lateral is inactive the Contractor shall coordinate with the City to determine if the lateral should be replaced/reinstated or abandoned.

3. Laterals in Locations where CIPP Lining is Performed:
a. Contractor shall “Repair” all laterals as indicated on the plans. Lateral repair shall be performed as identified on the plans.
b. Existing laterals that are not shown to be “Repaired” on the plans that are damaged, protruding, and non-factory saddles or wyes shall be repaired per the drawings.
c. All active laterals shall be reinstated.

3.02 INSTALLATION
A. Lateral Reconnection:

1. Excavate and backfill lateral in conformance with Section 312316.

2. Reconnect sanitary sewer lateral in conformance with the Contract drawings.

B. Connections shall be made only in the presence of the City inspector, and no connection work shall proceed until the inspector has given notice to proceed. If progress is inadequate during the connection operations to complete the connection in the time specified, the engineer shall order necessary corrective measures. All costs for corrective measures shall be paid by the Contractor.

C. The Contractor shall furnish all pipe and materials including furnishing all labor and equipment necessary to make the connections, all required excavation, backfill, pavement replacement, lights, and barricades, and may be required to include a water truck, high line hose, and fittings as part of this equipment for making the connections. In addition, the Contractor shall assist the City in alleviating any hardship incurred during the shutdown for connections. Standby equipment or materials may be required by the inspector. 146

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project 02531 - 3
D. The Contractor shall de-water existing mains, as required, in the presence of the inspector.

E. Connections shall be made with as little change as possible in the grade of the pipeline. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected within the allowances of the pipe manufacturer as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed.

F. New pipelines shall not be connected to existing facilities until the new pipelines have been successfully tested and accepted by the City inspector.

G. All lateral connections shall conform to Contract Plans and as specified herein.

END OF SECTION
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SEWER BYPASSING 025400-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 025400 SEWER BYPASSING
PART 1 – GENERAL

1.01 WORK INCLUDED
A. Sewer flow control is required to perform sewer line replacements and modifications, closed circuit television inspection, and sewer line testing. Flow control is required for all sewer line replacements or modifications and when sewer line flow is greater than one-third of the pipe diameter when inspecting pipe. The Contractor is responsible for dewatering existing mains as required for construction.

1.02 SUBMITTALS
A. A Flow Control Plan shall be submitted in accordance with Section 013300 and approved a minimum of forty-eight (48) hours prior to controlling flow. The Plan shall include, at a minimum:

1. Detailed procedure for handling peak flow including pipeline alignments, pump locations, discharge manhole, etc.

2. Bypassing schedule.

3. Listing and informational drawings of proposed equipment including plugs, bypass pumps, hoses, including sizes, capacities, power requirements, and material types.

4. Plan for notifying sewer customers.

5. Operation plan.

6. Emergency procedures plan.

7. Spill containment plan.

1.03 JOB CONDITIONS
A. The Contractor shall notify the Owner immediately if unusual or unexpected conditions are encountered. Discontinue Work until Owner provides notification to resume Work.

B. Contractor shall plan the Work and arrange the Work schedules to minimize the length of the time sewer service is interrupted.

1.04 QUALITY ASSURANCE
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project A. Adequate numbers of skilled workman who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specific requirements and the methods needed for proper performance of the Work in this section shall be provided and used to complete the work. Equipment adequate in size, capacity and numbers to accomplish the Work in a timely manner shall be provided and used to complete the Work.

B. Contractor shall provide a qualified on-the-job supervisor of all Work and workmen to assure the Work meets all requirements of the Contract.

PART 2 - PRODUCTS

2.01 FLOW CONTROL SYSTEMS
A. The Contractor shall be responsible for dewatering of existing mains as required for construction.

B. The Contractor shall provide adequate capacity and sized equipment to handle estimated flows. Equipment shall be capable of handling a minimum of 150 percent of the estimated peak flow. Estimated peak dry weather flow is estimated to be 200 GPM. Peak wet weather flow rates are estimated to be 800 GPM.

C. Plugs shall include connections for pressure gauges and air hoses and shall include flow through capability. Plugs shall be mechanical type with rubber gaskets or, shall be pneumatic type with rubber boots.

D. Discharge piping shall be HDPE or DIP and shall be leak free, with butt-fused (HDPE) or rubber gasketed (DIP) joints. Discharge piping may be reused on subsequent placements if approved by the Owner. Lay flat piping will not be permitted unless authorized in writing by the Owner.

E. Flexible discharge piping of lay flat piping may be used for low pressure flow control and low flow conditions, as determined by the Construction Manager and approved in writing by the Owner.

F. Bypass pumps shall be fully automatic self-priming units. Pumps shall be designed to handle a minimum of three (3") inch diameter solid and shall be capable for running dry for long periods of time without pump/ motor failure. Engines shall be low noise type (max seventy (75) decibels at thirty (30') feet). The Contractor shall provide one stand-by pump of each type utilized for the work.

G. The Contractor shall maintain additional pumps on-site, which can be quickly activated in the event of a pump failure. Redundant pumps shall have equivalent or greater capacity than operational pumps.
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PART 3 – EXECUTION

3.01 GENERAL
A. The Contractor shall secure approval of traffic control plans prior to working in roadways.

B. The Contractor shall install barriers, signs and other devices to identify and protect the work site and all adjacent areas.

C. The Contractor shall notify all properties which will potentially have sewer service disruptions due to the planned work activities.

D. The Contractor shall notify the Owner a minimum of forty-eight (48) hours prior to implementing the system.

E. The Contractor shall operate and maintain the system seven (7) days per week and twenty-four (24) hours per day, no exceptions. A qualified system operator shall be on-site at all times bypass pumping systems are in operation.

F. The Contractor shall eliminate all flow from sewer line sections where point repairs, service connections, manhole construction, pipe replacement or rehabilitation are to occur.

G. The Contractor shall remove flow control equipment and accessories after work is completed and pipe section is placed back into service, with approval of the Owner.

3.02 PLUGGING AND BLOCKING
A. A sewer line plug shall be inserted into the lines upstream of the line section being worked. Secondary plugs are required where pipe diameters exceed ten (10") inches.

B. Plugs shall be designed so that all or any portion of the sewage can be released.

During TV inspection, testing and sealing operations, flow shall be reduced to within the limits specified.

C. After the Work has been completed, flow shall be restored to normal in controlled, gradual manner such that downstream surcharging is prevented.

D. Temporary plugs shall be removed at the end of each day if the downstream pipe sections are capable of handling the restored flow.

3.03 PUMPING AND BYPASSING
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project A. When pumping and bypassing is required, the Contractor shall supply the pumps, conduits, and other equipment to divert the flow of sewage around the line section in which Work is to be performed.

B. Bypass pumping shall be performed in a manner that will not damage public or private property or create a nuisance.

C. Dumping sewage on private or public property in any form or fashion is strictly prohibited.

D. Contractor is responsible for all power requirements for bypass pumps and standby units.

E. Service for disconnected sewer service connections shall be maintained in a manner approved by the Owner.

3.04 FLOW CONTROL PRECAUTIONS
A. When flow in a sewer line is plugged, blocked, or bypassed; sufficient precautions shall be taken to protect the sewer lines from damage that might result from sewer surcharging.

B. Contractor is solely responsible for any damage to public or private property and any claims resulting from the damage, which are a result of a failure of the flow control system.

C. Precautions must also be taken to ensure that sewer flow control operations do not cause flooding or damage to public or private property being served by the sewers involved.

3.05 QUALITY CONTROL AND MAINTENANCE OF SYSTEMS
A. General:

1. Contractor shall perform pressure and leakage tests of the system using clean water prior to bypass operations. Tests shall be performed at a minimum of 1.5 times the maximum working pressure of the system.

2. Pressure and leakage tests shall be witnessed by the Owner.

B. Inspection and Maintenance:

1. Contractor shall inspect bypass system a minimum of every two (2) hours to ensure it is operating correctly.

2. Contractor shall ensure that the system is properly maintained, and an operator is on hand at all times when pumping operations are occurring. 152
SEWER BYPASSING 025400-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project C. Cleaning:

1. Prior to tearing down and moving the system to a different location, all sewage within the system must be flushed to an existing operable sanitary sewer main.

2. Areas disturbed by the operation must be cleaned and restored, including pavements, to a condition as good as or better than prior to the operation taking place.

3.06 ADDITIONAL RESPONSIBILITIES OF THE CONTRACTOR
A. In the event of any Contractor-related overflow or interruption/backup of customer service, the Contractor shall immediately notify the Engineer and Owner. The Contractor shall contain and eliminate the overflow/interruption.

B. The Contractor shall be responsible for any fines levied by others, reimbursement of any agency incurred costs, damage, cleanup, restoration of flow and any disruption of service costs to property owners as a result of the Contractor’s work. This in addition to any and all costs incurred by the property owner.

C. The Contractor shall respect the rights of property owners, and not enter upon private property without obtaining permission from the owner of the property.

D. For manholes located in easements of private property, the Contractor shall provide the residents with 24-hour advanced notice for easement access prior to entering the property, unless the resident provides immediate permission.

3.07 CLEAN-UP
A. Clean-up and final completion of Work.

1. Upon acceptance of the Work, the Contractor shall restore the Project areas affected by the operations.

2. Removal and replacement of fences, damage repair to yards and landscaping, lawns, sidewalks, driveways, roads, other utilities, etc. due to movement of bypass pumping equipment, excavating or other equipment and/or erection of equipment and/or any other activities associated with the Work shall be the sole responsibility and the sole cost of the Contractor unless specifically designated for payment under the Contract Unit Price Schedule.

END OF SECTION
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154

SANITARY SEWER TESTING
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 027700 - 1
SECTION 027700 SANITARY SEWER TESTING
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Testing of sanitary sewer systems.

B. Related Sections:

1. Section 312316 - Trenching, Backfilling, and Compaction

2. Section 330131 - Sanitary Sewer and Strom Drain Systems Television Inspection

3. Section 330140 - Cured in Place Pipe Lining

4. Section 333112 - PVC Gravity Sewer Pipe

5. Section 333118 - HDPE Piping and Accessories for Pipe Bursting

6. Section 333119 – Pipe Bursting

1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):

1. C 969 – Standard Practice for Infiltration and Exfiltration Acceptance Testing of Installed Precast Concrete Pipe Sewer Lines

2. C 1091-03a – Test Method for Hydrostatic Infiltration Testing of Vitrified Clay Pipe Lines

3. F 1417 – Standard Practice for Installation Acceptance of Plastic Non-pressure Sewer Lines Using Low-Pressure Air

4. F 2164 – Standard Practice for Field Leak Testing of Polyethylene (PE) and Crosslinked Polyethylene (PEX)
Pressure Piping Systems Using Hydrostatic Pressure

5. D 3034 – Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings

6. F 1667 – Guide for Construction Procedures for Buried Plastic Pipe 155

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B. Uni-Bell PVC Pipe Association

1. B-6 – Recommended Practice for low Pressure Air Testing of Installed Sewer Pipe
PART 2 PRODUCTS

2.01 GENERAL
A. Mandrels, temporary plugs, bypass pumping, low-pressure testing equipment and all other necessary materials shall be provided by the Contractor, subject to the City’s approval. All testing shall be performed by the Contractor in the presence of the City’s representative. No materials shall be used which would be injurious to the public, personnel, adjacent improvements, or the pipeline.

2.02 PRESSURE GAUGES
A. Pressure gauges shall be laboratory-calibrated test gauges and shall be recalibrated by a certified laboratory prior to the leakage test.

Gauge shall be easy to read in no more than one (1) pound per square inch (psi) increments and have a maximum full-scale range of five (5) psi.

PART 3 EXECUTION

3.01 PIPE SHAPE AND DEFLECTION TESTING FOR GRAVITY SEWER A. Deflection testing shall be performed after the trench has been completely backfilled and compacted.

B. Newly installed pipe (6) inches in diameter or larger gravity sewer pipe shall be tested for deflection, joint displacement, or other obstruction by passing a rigid mandrel through the pipe.

C. The mandrel shall be a full circle, rigid, non-adjustable, an oddnumbered leg (9 leg minimum), approved by the Engineer as to design and manufacturer. Mandrel size shall meet the minimum requirements set forth in ASTM D 3034 and ASTM F 679. The circular cross section of the mandrel shall have a diameter of at least ninety five percent (95%) of the specified average inside diameter of the pipe and the minimum length of the circular portion of the mandrel shall be equal to the nominal diameter of the pipe. 156

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D. Where obstructions and excessive deflection are encountered by the mandrel, the Contractor shall remove, replace, and retest the deficient section. Re-rounding will not be allowed.

3.02 LEAKAGE TESTING FOR GRAVITY SEWER
A. Pipe leakage testing shall be performed after the pipe has been installed and prior to replacing laterals in accordance with ASTM F1417.

B. Testing shall be performed in the presence and under the direction of the City or its appointed Representative, prior to reconnecting laterals.

C. All plugs shall be adequately braced and restrained to support the full load developed. No workers shall be allowed in the excavation or manhole while the line is under pressure. The Contractor shall make provisions for reading the pressure at the ground surface and for safely releasing the air pressure without entering the manhole or excavation.

D. If any leaks are found, the air pressure shall be released, the leaks eliminated, and the test procedure re-started.

E. The following procedure shall be used for air testing:

1. Plug all pipe outlets with suitable test plugs. Brace each plug securely.

2. If the pipe to be tested is submerged in groundwater, insert a pipe probe by boring or jetting into the backfill material adjacent to the center of the pipe, and determine the pressure in the probe when air passes slowly through it. This is the backpressure due to groundwater submergence over the end of the probe. All gauge pressures in the test shall be increased by this amount.

3. Add air slowly to the portion of the pipe being tested until the internal pressure is raised to 4.0 psig.

4. After an internal pressure of 4.0 psig is obtained, allow at least two (2) minutes for air temperature to stabilize, adding only the amount of air required to maintain pressure between 3.5 to 4.0 psig. After two (2) minute period, disconnect the air supply.

5. Check exposed pipe and plugs for abnormal leakage by coating with a soap solution. If any leakage is observed, bleed off air and make necessary repairs.
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6. Begin the test period. In no case shall the air pressure within the line be less than 3.5 pounds per square inch at the beginning of the test period.

7. Main Sewers:
a. If the pressure drop during the required test period equal to or less than 1 psi (6.9 kPa), the line has passed. If the pressure drop is greater than 1 psi (6.9 kPa) during the test time, the line has failed the test.
b. The required test time shall be based on the diameter and length of pipe to be tested and in accordance with the
following:

Minimum Test Time for Various Pipe Sizes
Nominal
Pipe Size
(inches)
Minimu
m
Time
(min:sec)
Length
for Min.

Time
(ft)
Test
Time
(sec/1
ft.)
6 5:40 398 0.854
8 7:34 298 1.520
10 9:26 239 2.374
12 11:20 199 3.418
15 14:10 159 5.342
18 17:00 133 7.692
c. At the City’s option, one half of the test time specified above may be used with a maximum pressure drop of

0.5 psi (3.45kPa).

F. TEST REPORT: Contractor shall prepare and submit a report detailing all pipes tested. The report shall include the pipe location, pipe size, upstream and downstream manhole ID, testing date, testing pressure, pressure drop, test time, and test date. The report shall be submitted to the City within one week of performing the test. The City will review the report and if acceptable the City will sign the report for acceptance of the test.

3.03 ALLOWABLE PIPELINE SAG FOR GRAVITY SEWER
A. For new gravity sewer piping installed with open trench construcion, if it is determined that a sag is present during the postinstallation CCTV inspection and the sag depth is equal to or greater than ten (10) percent of the new pipe inside diameter, the contractor shall repair the sag at no additional cost to the City. 158

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B. The Contractor shall re-perform testing as specified herein and post-installation CCTV inspection after the pipeline sag has been repaired. All costs associated with re-testing and re-inspection of the pipeline shall be borne by the Contractor.

3.04 MANHOLE TESTING
A. All new concrete manholes shall be vacuum tested by the Contractor for leakage after installation and prior to backfilling.

Testing shall be performed in the presence and under the direction of the City or its appointed Representative.

B. Prior to vacuum testing, all manholes shall be visually inspected.

All defects shall be repaired by the Contractor, with grout, to the satisfaction of the City or the City’s Representative.

C. All pipes entering the manhole shall be sealed at a point outside the manhole walls so as to include testing of the pipe/manhole joints.

D. A vacuum of ten (10) inches of mercury shall be drawn on the manhole, the valve on the vacuum line of the test hood closed and the vacuum pump shut off. The manhole shall be deemed to have passed the test if the vacuum drop is less than one (1) inch of mercury during the required test period. The minimum duration of the test period shall be based on the inside diameter of the manhole and shall conform to the following table:

Vacuum Test Time for Manholes
Manhole Inside
Diameter
(inches)
Test
Time
(seconds)
48 60
60 75
E. If the manhole does not pass the vacuum testing, then the Contractor shall either replace the manhole or make the necessary repairs and re-test at no additional Cost to the City.

F. TEST REPORT: Contractor shall prepare and submit a report detailing all manholes tested. The report shall include the manhole location, manhole ID, testing date, testing pressure, pressure drop, test time, and test date. The report shall be submitted to the City within one week of performing the test. The City will review the report and if acceptable the City will sign the report for acceptance of the test.
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3.05 CCTV VIDEO INSPECTION
A. All new gravity sewer mains and storm drains shall be visually inspected using CCTV video inspection in accordance with specification Section 330131.

END OF SECTION
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GENERAL CONCRETE CONSTRUCTION 030500-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 030500 GENERAL CONCRETE CONSTRUCTION
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials, installation, and testing of formwork, reinforcing steel, joints, concrete, and finishing and curing for general concrete construction.

1.02 SUBMITTALS
A. Submit shop drawings in accordance with the General Conditions and Section 013300.

B. Prepare concrete and mortar mix designs and laboratory 7-day and 28-day compressive tests or submit test reports of 7- and 28-day compressive tests of the mix where the same mix has been used on two previous projects. Submit mix design in writing for review by the Project Manager at least 15 days before placing of any concrete.

PART 2 - MATERIALS

2.01 REINFORCING STEEL
A. Reinforcement shall conform to ASTM A615 or A706, Grade 60.

B. Fabricate reinforcing in accordance with the current edition of the Manual of Standard Practice, published by the Concrete Reinforcing Steel Institute. Bend reinforcing steel cold.

C. Deliver reinforcing steel to the site bundled and with identifying tags.

2.02 STEEL JOINT DOWELS
A. Steel expansion joint dowels shall conform to one of the following:

1. Steel bar dowels with a 12-mil-thick epoxy coating. Steel bar dowels shall conform to ASTM A36 or ASTM 615, plain rounds, Grade 40. Epoxy coating shall be in conformance with ASTM A775.

2. Stainless steel bar dowels conforming to ASTM A276, Type 302.

B. Exposed portion of expansion joint dowels shall be thoroughly greased prior to casting of adjoining wall or slab.

2.03 WELDED WIRE REINFORCEMENT
Welded wire reinforcement shall conform to ASTM A185.
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2.04 TIE WIRE
Tie wire shall be 16 gauge minimum, black, soft annealed.

2.05 BAR SUPPORTS
Bar supports in beams and slabs exposed to view after form stripping shall be galvanized and plastic coated. Use concrete supports for reinforcing in concrete placed on grade.

2.06 BAR COUPLERS
Reinforcing steel bar splicing couplers shall be a mechanical type as manufactured by Dayton Barsplice Inc. or equal. Use couplers that do not reduce tensile or ultimate strength of bars.

2.07 JOINT SEALANT FOR CONCRETE STRUCTURES
A. Joint sealant shall be a multipart, gray, nonstaining, nonsagging, gun grade polyurethane sealant, which cures at ambient temperature to a firm, flexible, resilient, tear-resistant rubber. Sealant shall comply with ASTM C920, Type M, Grade P, Class 25 for horizontal joints and Grade NS, Class 25 for vertical joints and be recommended by the manufacturer for continuous immersion in water.

Characteristic or Parameter Technical Requirements
Pot life 1 to 3 hours
Hardness 35 Shore A, ±5, ASTM D2240
Elongation 650%, ASTM D412
Tensile strength 200 psi, ASTM D412
Peel strength on concrete No adhesion loss at 25 pounds Temperature service range 40°F to 167°F
Immersion in water Continuous
B. Sealant shall be Tremco Vulkem 227 or Sikaflex-2CNS (for Grade NS, Class 25), Sikaflex-2CSL of Sika Corporation or Vulkem 245 (for Type M, Grade P, Class 25), or equal. Troweling of sealants into joints will not be permitted.

2.08 BACKING ROD FOR EXPANSION JOINTS
Backing rod shall be an extruded closed-cell polyethylene foam rod, such as Minicel backer rod, manufactured by Industrial Systems Department, Plastic Products Group of Hercules, Inc., Middletown, Delaware; Ethafoam SB, as manufactured by Dow Chemical Company, Midland, Michigan; or equal. The rod shall be 1/4 inch larger in diameter than the joint width. Where possible, provide full-length sections for the joint; minimize splices. Apply backup rod and bond breaker tape in expansion joints. 162
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2.09 BOND BREAKER TAPE
Bond breaker tape shall be an adhesive-backed glazed butyl or polyethylene tape that will adhere to the premolded joint material or concrete surface. The tape shall be the same width as the joint. The tape shall be compatible with the sealant.

2.10 PREFORMED CONTROL JOINT
Preformed control joint shall be a one-piece, flexible, PVC joint former, such as KoldSeal Zip-Per Strip KSF-150-50-50, manufactured by Vinylex Corp., Knoxville, Tennessee, or a one-piece steel strip with preformed groove, such as Keyed Kold Retained Kap, manufactured by Burke Concrete Accessories, Inc., San Mateo, California, or equal. Provide the preformed control joint material in full-length unspliced pieces.

2.11 CEMENT
A. Use domestic portland cement that conforms to ASTM C150, Type V.

B. Use only one brand of cement in any individual structure. Use no cement that has become damaged, partially set, lumpy, or caked. Reject the entire contents of the sack or container that contains such cement. Use no salvaged or reclaimed cement.

C. Maximum tricalcium aluminate shall not exceed 8%. The maximum percent alkalies shall not exceed 0.6%.

2.12 AGGREGATES
Aggregates shall be natural rock, sand, or crushed natural rock and shall comply with ASTM C33. Aggregates shall be free from any substances that will react with the cement alkalies, as determined by Appendix X-1 of ASTM C33.

2.13 WATER AND ICE
Use water and ice that is clean and free from objectionable quantities of organic matter, alkali, salts, and other impurities that might reduce the strength, durability, or otherwise adversely affect the quality of the concrete. Water shall not contain more than 500 mg/L of chlorides or more than 500 mg/L of sulfate.

2.14 CONCRETE ADMIXTURES
A. Class A concrete shall contain an air-entraining admixture conforming to ASTM C260.

Admixtures shall be Master Builders MB-AE 90, Sika AER, or equal.

B. Class A concrete shall contain a water-reducing admixture conforming to ASTM C494, Type A. It shall be compatible with the air-entraining admixtures. The amount of admixture added to the concrete shall be in accordance with the manufacturer's 163
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project recommendations. Admixture shall be Master Builders Pozzolith polymer-type normal setting, Plastocrete 161 or Plastiment, Sika Chemical Corporation, or equal.

C. Do not use any admixture that contains chlorides or other corrosive elements in any concrete. Admixtures shall be nontoxic after 30 days.

2.15 GROUT
A. Nonshrink grout shall conform to ASTM C1107 and to these specifications. Use a nongas-liberating type, cement base, premixed product requiring only the addition of water for the required consistency. Grout shall be UPCON High Flow, Master Flow 928, or equal. Components shall be inorganic.

B. Ordinary type grout (dry pack) shall consist of one-part portland cement to two parts sand (100% passing a No. 8 sieve). Add sufficient water to form a damp formable consistency.

C. Expansive Grout: Premixed, cementitious mixture with a minimum 28-day strength of 3,500 psi. Provide air-entraining admixture as recommended by the manufacturer.

D. Epoxy Grout:

1. Mix the two components of epoxy bonding compound in compliance with the manufacturer's instructions.

2. Use sand that is oven dry and meets the following gradation requirements for epoxy grout:

Sieve Size No. 8 No. 50 No. 100
% Passing 100 30 ±15 5 ±5

2.16 GROUT BEDDING FOR HORIZONTAL JOINTS
The grout placed on horizontal construction joints shall be a mixture of cement, sand, and water in the same proportions and strength used in the overplaced concrete with coarse aggregate omitted.

2.17 REPAIR MORTAR
A. Mortar used for repair of concrete voids shall be made of the same materials as used for concrete, except that the coarse aggregate shall be omitted, or the mortar shall consist of not more than one part cement to two and one-half parts sand by damp loose volume.

The quantity of mixing water shall be no more than necessary for handling and placing.

B. Materials for repair of major defects or cracks shall be in accordance with “Repair of Defects and Cracks” specified in Part 3.
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2.18 BONDING COMPOUND
A. Epoxy bonding compound shall be Sikadur 32 Hi-Mod, Sika Chemical Corporation, Lyndhurst, New Jersey; Concresive by BASF; Euco Epoxy 452 by Euclid Chemical Company; or equal.

B. Nonepoxy bonding compound shall be Weldcrete by Larsen Products Corp., Link by Sta-Dry Manufacturing Corp., Euco Weld by Euclid Chemical Co., or equivalent. The compound shall be rewettable for up to two weeks.

2.19 CONCRETE MIX DESIGN
A. Conform to ASTM C94, except as modified by these specifications.

B. Air content as determined by ASTM C231 shall be 4% ±1%.

C. Maximum water-cement ratio for Class A concrete = 0.45 by weight.

D. Use classes of concrete as described in the following table:

Class Type of Work
28-Day
Compressive
Strength
(in psi)
Minimum
Cement Content
(in lbs per C.Y.)
A Concrete for all
structures and concrete
not otherwise specified.

Concrete fill at structure
foundations, cradle,
supports across pipe
trenches, and reinforced
pipe encasement.
4,000 564
B Pavement or Driveways 3,000 500
C Floor grout and
miscellaneous
unreinforced concrete.
2,000 376

2.20 CURING COMPOUND
A. Curing compound shall be compatible with required finishes and coatings and shall meet the State of California Clean Air Quality Standards.

2.21 MATS, PAPER, AND SHEETING FOR CURING
A. Burlap mats shall conform to AASHTO M182.

B. Sisal-kraft paper and polyethylene sheets shall conform to ASTM C171. 165
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2.22 REINFORCING DOWEL ADHESIVE
Dowel anchor adhesive shall be HIT-RE 500-SD by Hilti; Sikadur 31, Hi-Mod Gel by Sika; or equal.

PART 3 - EXECUTION

3.01 FORM TOLERANCES
A. Failure of the forms to produce the specified concrete surface and surface tolerance shall be grounds for rejection of the concrete work. Rejected work shall be repaired or replaced at no additional cost to the City.

B. The following table indicates tolerances or allowable variations from dimensions or positions of structural concrete work:

Maximum Tolerance
(inch)
Sleeves and inserts +1/4 -1/4
Projected ends of anchors +1/4 -0.0
Anchor bolt setting +1/4 -1/4
Finished concrete, all locations
+1/4 -1/4 in 10 feet
The planes or axes from which the above tolerances are to be measured shall be as follows:

Sleeves and inserts: Centerline of sleeve or insert.

Projected ends of anchors: Plane perpendicular to the end of the anchor as located in the drawings.

Anchor bolt setting: Centerline of anchor bolt.

Finish concrete: The concrete surface as defined in the drawings.

Where equipment is to be installed, comply with manufacturer's tolerances if more restrictive than above.

3.02 FORM SURFACE PREPARATION
A. Clean form surfaces to be in contact with concrete of foreign material prior to installation.

B. Coat form surfaces in contact with concrete with a release agent prior to form installation.
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3.03 FORM REUSE
Reuse only forms that provide a uniform surface texture on exposed concrete surfaces.

Apply light sanding or other surface treatment between uses for uniform texture. Plug unused tie rod holes with corks, shave flush, and sand the concrete surface side. Do not patch forms other than filling tie rod holes, except in the case of Class II forms. Do not use metal patching discs on Class I forms.

3.04 REMOVAL OF FORMS
A. Forms and shoring for elevated structural slabs or beams shall remain in place until the concrete has reached a compressive strength equal to the specified 28-day compressive strength as determined by test cylinders. Do not remove supports and reshore. The following table indicates the minimum allowable time after the last cast concrete is placed before forms, shoring, or wall bracing may be removed:

Sides of footings and encasements 24 hours
Walls, vertical sides of beams, girders,
columns, and similar members not
supporting loads 48 hours
Slabs, beams, and girders 10 days (forms only)
Shoring for slabs, beams, and girders Until concrete strength reaches specified 28-day strength
Wall bracing Until top or roof slab concrete
reaches specified 28-day strength
B. Do not remove forms from concrete that has been placed with outside air temperature below 50°F without first determining if the concrete has properly set without regard for time. Do not apply heavy loading on green concrete. Immediately after forms are removed, the surface of the concrete shall be carefully examined and any irregularities in the surface shall be repaired and finished as specified.

3.05 FORMED OPENINGS
Openings shall be of sufficient size to permit final alignment of pipes or other items without deflection or offsets of any kind. Allow space for packing where items pass through the wall to ensure watertightness. Provide openings with continuous keyways and water stops. Provide a slight flare to facilitate grouting and the escape of entrained air during grouting. Provide formed openings with reinforcement as indicated in the typical structural details. Reinforcing shall be at least 2 inches clear from the opening surfaces and encased items.

3.06 EMBEDDED ITEMS
Set anchor bolts and other embedded items accurately and hold securely in position until the concrete is placed and set. Check all special castings, channels, or other metal parts 167
GENERAL CONCRETE CONSTRUCTION 030500-8
2026 Sanitary Sewer and Storm Drain Rehabilitation Project that are to be embedded in the concrete prior to and again after concreting. Check nailing blocks, plugs, and strips necessary for the attachment of trim, finish, and similar work prior to concreting.

3.07 BEVELED EDGES (CHAMFER)
Form 3/4-inch beveled edges on exposed concrete edges and corners, beam soffit corners, and where indicated in the drawings. Reentrant corners in concrete members shall not have fillets, unless otherwise shown in the drawings. The top edges of slabs, walkways, beams, and walls may be beveled with an edging trowel in lieu of using chamfer strips.

3.08 EXPANSION JOINTS
Provide expansion joints with continuous edge reservoirs, which shall be filled with a joint sealant. Leave the material used for forming the reservoirs in place until immediately before the grooves are cleaned and filled with joint sealant. After removing edge forms from the reservoir, remove grout, loose concrete, and fins; then sandblast the slots. Allow the reservoirs to become thoroughly dry; then blow out the reservoirs and immediately prime and fill with the expansion joint sealant and backup materials. The primer used shall be supplied by the same manufacturer supplying the joint sealant.

3.09 TIME BETWEEN POURS
At least two hours shall elapse after depositing concrete in the columns or walls before depositing in beams, girders, or slabs supported thereon. Place beams, girders, brackets, column capitals, and haunches monolithically as part of the floor or roof system, unless otherwise indicated in the drawings.

3.10 INSTALLATION OF PREMOLDED JOINT FILLER
Install in joint accurately as shown. Attach to concrete with a bonding agent recommended by the joint sealant and joint filler manufacturer for compatibility.

3.11 INSTALLATION OF JOINT SEALANTS
A. Immediately before installing the joint sealant, clean the joint cavity by sandblasting or power wire brushing. Install bond breaker tape per manufacturer's instructions.

B. After the joints have been prepared as described above, apply the joint sealant. Apply the primer, if required, and joint sealant only with the equipment and methods recommended by the joint sealant manufacturer. Application criteria for the sealant materials, such as temperature and moisture requirements and primer cure time, shall be in accordance with the recommendations of the sealant manufacturer.

C. Apply masking tape along the edges of the exposed surface of the exposed joints. Trowel the joints smooth with a tuck-pointing tool wiped with a solvent recommended by the sealant manufacturer.
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GENERAL CONCRETE CONSTRUCTION 030500-9
2026 Sanitary Sewer and Storm Drain Rehabilitation Project D. After the sealant has been applied, remove the masking tape and any sealant spillage.

3.12 INSTALLATION OF STEEL EXPANSION JOINT DOWELS
Install parallel to wall or slab face, perpendicular to the joint face, and in true horizontal position. Secure tightly in forms with rigid ties. Orient dowels to permit joint movement.

3.13 PLACING REINFORCEMENT
A. Place reinforcing steel in accordance with the Recommended Practice for Placing Reinforcing Bars 10th Edition, published by the Concrete Reinforcing Steel Institute.

B. Place reinforcing in accordance with the following, unless otherwise indicated:

1. Reinforcement indicated in the drawings is continuous through the structure to the farthest extent possible. Terminate bars and hooks 2 inches clear from faces of concrete.

C. Reinforcing steel, before being positioned and just prior to placing concrete, shall be free from loose mill and rust scale and from any coatings that may destroy or reduce the bond. Clean reinforcing steel by sandblasting or wire brushing and remove mortar, oil, or dirt to remove materials that may reduce the bond.

D. Do not straighten or rebend reinforcing steel in the field.

E. Position reinforcing steel in accordance with the drawings and secure by using annealed wire ties or clips at intersections and support by concrete or metal supports, spacers, or metal hangers. Do not place metal clips or supports in contact with the forms. Bend tie wires away from the forms to provide the specified concrete coverage. Bars, in addition to those shown in the drawings, which may be found necessary or desirable by the Contractor for the purpose of securing reinforcement in position shall be provided by the Contractor at his own expense.

F. Place reinforcement a minimum of 2 inches clear of any metal pipe or fittings.

G. Secure reinforcing dowels in place prior to placing concrete. Do not press dowels into the concrete after the concrete has been placed.

H. Roll wire mesh used for reinforcement flat before placing concrete. Support and tie wire mesh to prevent movement during concrete placement.

I. Position dowels for masonry walls to occur at reinforced block cells.

3.14 SITE-MIXED CONCRETE
Conform to ACI 304.
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3.15 READY-MIXED CONCRETE
Conform to ASTM C94.

3.16 PLACING CONCRETE
Conform to ACI 304.

3.17 PUMPING CONCRETE
Conform to ACI 304.2R-91.

3.18 WEATHER REQUIREMENTS
A. Conform to ACI 305 for placing during hot weather.

B. Conform to ACI 306 for placing during cold weather.

3.19 BONDING TO OLD CONCRETE
Coat the contact surfaces of structural sections with epoxy bonding compound. The method of preparation and application of the bonding compound shall conform to the manufacturer's printed instructions and recommendations for specific application for this Project.

3.20 CONCRETE FINISHES
A. Complete concrete surfaces in accordance with the following schedule:

Finish
Designation Area Applied
F-4 Exterior and interior surfaces to be coated.

A. Finish F-4: Repair defective concrete, remove fins, fill depressions 1/16 inch or deeper, fill tie holes, remove mortar spatter, and remove bulges higher than 1/16 inch.

3.21 CURING CONCRETE
A. Conform to ACI 308.

B. Water cure with burlap mats unless optional curing methods are permitted.

C. It is the responsibility of the Contractor to select the appropriate curing method in response to climatical and/or site conditions occurring at the time of concrete placement.

Take appropriate measures as described in ACI 305 and 306 for protecting and curing concrete during hot and cold weather.

3.22 REPAIR OF DEFECTS AND CRACKS
A. Do not repair defects until concrete has been evaluated by the Project Manager. 170
GENERAL CONCRETE CONSTRUCTION 030500-11
2026 Sanitary Sewer and Storm Drain Rehabilitation Project B. Surface Defects:

1. Repair surface defects that are smaller than 1 foot across in any direction and are less than 1/2 inch in depth.

2. Repair by removing the honeycombed and other defective concrete down to sound concrete, cut or grind edges perpendicular to the surface and at least 3/8 inch deep, abrasive clean and thoroughly dampen the surface, work into the surface an epoxy bonding agent, and fill the hole with one part cement to one-part fine sand. Match the finish on the adjacent concrete, and cure as specified.

C. Severe Defects:

1. Repair severe defects that are larger than surface defects but do not appear to affect the structural integrity of the structure.

2. Repair by removing the honeycombed and other defective concrete down to sound concrete, make edges of the repair area perpendicular to the surface, as required above, sandblast the sound concrete surface, coat the exposed surfaces with epoxy bonding compound, place nonshrink grout, match the finish on the adjacent concrete, and cure as specified.

D. Repair minor cracks in concrete structures that are wider than 1/10 inch by cutting out a square edged and uniformly aligned joint 3/8 inch wide by 3/4 inch deep, preparing exposed surfaces of the joint, priming the joint, and applying polyurethane joint sealant.

E. If the cracks are major or affect the hydraulic capacity or function of the element, the Project Manager may require the concrete to be repaired by epoxy injection.

F. Major Defects and Cracks: If the defects affect the structural integrity of the structure or if patching does not satisfactorily restore quality and appearance to the surface, the Project Manager may require the concrete to be removed and replaced, complete.

3.23 CONCRETE TESTING
A. Provide concrete testing. Test samples at a minimum frequency of 1 mix per day or per every 50 CY placed.

END OF SECTION
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WASTEWATER STRUCTURES COATING
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 1
SECTION 099000 WASTEWATER STRUCTURES COATING
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Coating of sanitary sewer manholes as indicated on the contract drawings.

B. Related Sections

1. Section 030500 – General Concrete Construction

1.02 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM)

1. D570 - Standard Test Method for Water Absorption of Plastics

2. D638 - Standard Test Method for Tensile Properties of Plastics

3. D695 - Standard Test Method for Compressive Properties of Rigid Plastics

4. D790 - Standard Test Method for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical
Insulating Materials

5. D4258 - Standard Practice for Surface Cleaning Concrete for Coating

6. D4259 - Standard Practice for Abrading Concrete

7. D7234 - Standard Test Method for Pull-Off Adhesion
Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers
B. National Association of Corrosion Engineers (NACE)
C. Society for Protective Coatings (SSPC):

1. SP1 - Solvent Cleaning

2. SP13 - Surface Preparation of Concrete
D. American Concrete Institute (ACI)
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1. RAP-3 – Spall Repair by Low Pressure Spraying

2. 546R – Concrete Repair Guide

1.03 SUBMITTALS
A. The Contractor shall furnish detailed data pertaining to the surfaces of the structure(s) to be rehabilitated, the
rehabilitation product, surface preparation, and installation for review.

B. Letter from the Coatings Manufacturer certifying the Coatings Installer as factory trained and qualified.

C. Test reports from an independent testing laboratory confirming chemical resistance of coating for chemicals common to
wastewater facilities.

PART 2 PRODUCTS

2.01 CEMENTITIOUS COATING
A. Manhole Coating

1. Coating material furnished under this specification shall be a prepackaged mortar mix, including all cement,
aggregates and required additives.

2. The chemical composition of the cement portion
as well as the aggregates of the mortar mix shall
be as follows:

Al2O3
CaO FeO+Fe2O3 SiO2
39-44% 35-40% 9-15% 4-9%

3. The design properties of the mortar mix shall be as follows:
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 3
Compressive Strength (ASTM C109)
Flexural Strength (ASTM C293)

Splitting Tensile Strength (ASTM C496)
Bond Strength (ASTM C882)
>5,000 psi
>7,000 psi
>600 psi
>1,300 psi
> 550 psi
>2,000 psi
24 hours
28 days
24 hours
28 days
24 hours
28 days
Shrinkage at 28 days (ASTM C157)
Freeze/Thaw after 100 Cycles(ASTM C666)
<0.07% cured @ 90% relative humidity
No visible damage after 100 cycles

4. Mix shall have been successfully used on at least 25 similar projects over a minimum of five (5) years

5. Mix shall be designed to withstand long-term exposure to hydrogen sulfide with pH values of 2 or lower.

6. Water used in mixing shall be clean, potable water, free of oil, acid, alkali and other material that may be detrimental to the performance of the mix.

7. Mix shall be one of the following approved products:
a. SewperCoat PG
b. Raven 705CA
c. Parsons CA Liner
d. Mainstay ML-CA
e. Or Equal
B. Hydraulic cement

1. Hydraulic cement shall be used to plug voids,
major cracks, and locations showing signs of
infiltration.
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WASTEWATER STRUCTURES COATING
2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 4

2. Hydraulic cement shall be one of the approved products:
a. Parson Quick Plug
b. Parson RPM
c. Mainstay ML-10
d. Or Equal
PART 3 EXECUTION

3.01 GENERAL
A. All materials shall be delivered to the site in the
manufacturer's sealed containers. Each container shall be labeled by the manufacturer, and the label shall be intact upon delivery.

B. Installation shall be in conformance with the
manufacturer’s recommendations unless otherwise noted
herein.

C. All protective coating materials shall be used within the manufacturer's recommended shelf life.

D. Storage: Coating materials shall be protected from exposure to inclement weather, and shall be thoroughly stirred, strained, and kept at a uniform consistency during application.

E. Mixing:

1. Coatings of different manufacturers shall not be mixed together.

2. Mixing of multi-component coating systems shall be
performed in accordance with Manufacturer’s
recommendations. Components must be mixed in complete
batches only and used immediately.

F. Bench:

1. Where indicated on drawings, a new bench and trough shall be formed prior to coating.

G. Ladder Rungs:

1. Ladder Rungs shall be cut off flush to manhole wall prior to coating. 176

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 5

3.02 SURFACE PREPARATION
A. Remove roots.

B. All oil, grease, and form release and curing compounds shall be removed by detergent cleaning in accordance with SSPC-SP1 before abrasive blast cleaning. Surface preparation shall be performed in accordance with the latest editions of the following standards:

1. ASTM D4258: Standard Practice for Surface Cleaning Concrete for Coating

2. ASTM D4259: Standard Practice for Abrading Concrete
C. Concrete surfaces and deteriorated concrete surfaces to be coated or lined shall be abrasive blast cleaned in accordance with SSPC-SP13 to remove existing coatings, laitance,
deteriorated concrete, and to roughen the surface equivalent to the surface of the No. 60 grit flint sandpaper (surface profile of

2.5 to 4 mils).

D. Repair any cracks, bug holes, spalled areas, holes, leaks, or evidence of leaks with mortar or grout as recommended by the coating manufacturer.

E. Unless required for proper adhesion, surfaces shall be dry prior to coating. The presence of moisture shall be determined with a moisture detection device such as Delmhorst Model DB, or equal.

F. All surfaces to be coated shall be completely dry, clean, and contaminant-free prior to application.

G. Additional surface preparation per the epoxy
coating manufacturer’s recommendations.

3.03 APPLICATION OF MATERIALS
A. Coating shall be applied by a Manufacturer approved installer.

B. Coating shall be applied by spray methods in accordance with the manufacturer requirements and as follows:

1. Material shall not be applied to frozen surfaces or
surfaces that may freeze within 24 hours of application 177

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 6

2. Application shall be at an angle as near perpendicular to the sub-surface as practicable with the application nozzle held 1 foot from the sub-surface. If nozzle flow is nonuniform and slugs, sand spots and wet sloughs result, the nozzle shall be directed away from the work area until
the faulty conditions are corrected.

C. Coatings shall be applied to all walls, benches, and inverts.

3.04 FIELD TESTING
A. Proper, safe access shall be provided in locations where requested by the Engineer to facilitate inspection. Additional illumination shall be furnished when the Engineer requests.

Proper ventilation and atmospheric monitoring shall be
provided as well as all other safety equipment and precautions required by OSHA for a safe inspection in all areas.

B. All manholes shall be visually inspected by the Contractor and by the City’s inspector. Any leakage into the manhole shall be identified and repaired by the Contractor.

C. The City will conduct coating thickness measurements.

Contractor shall recoat any areas found deficient in
thickness.

D. Material Property Testing:

1. The City may elect to perform cementitious material property testing.

2. Contractor shall provide the City with 2-inch sample cubes as requested by the City. Samples shall be sprayed from a nozzle in the presence of the City. The City will arrange for and pay for independent laboratory testing for
compression strength per ASTM C-109.

3.05 ADJUSTMENT AND CLEANING
A. At the completion of the Work, Contractor shall remove all material and debris associated with the Work of this
Section.

B. At the completion of the Work, Contractor shall clean all surfaces to which coatings were applied, as well as all adjacent, uncoated surfaces in a manner acceptable to the Engineer.

C. Coatings shall be protected from damage until Final Acceptance 178

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2026 Sanitary Sewer and Storm Drain Rehabilitation Project 099000 - 7
of all Work in the area that was coated. Coatings damaged in any manner by Contractor prior to Final Acceptance of all Work in that area shall be repaired or replaced in a manner acceptable to the Engineer at no additional cost to the Owner.

D. Just prior to Final Acceptance of all Work in the area that was coated, Contractor shall clean all coatings, as recommended by the manufacturer, to provide a finished product acceptable to the Owner.

END OF SECTION
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TRENCHING, BACKFILLING AND COMPACTING 312316-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 312316 TRENCHING, BACKFILLING, AND COMPACTING
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for materials, testing, and installation for pipeline trench excavation, backfilling, and compacting.

1.02 RELATED WORK SPECIFIED ELSEWHERE
Protecting Existing Underground Utilities: 020120
Asphalt Concrete Paving: 321216
PVC Gravity Sewer Pipe: 333112

1.03 SUBMITTALS
The Contractor shall submit a report from a testing laboratory verifying that material conforms to the gradation specified.

The Contractor shall submit method(s) of compaction including removal sequence of shoring where used.

1.04 TESTING FOR COMPACTION
A. The Contractor will test for compaction as described below.

B. Determine the density of soil in place by the sand cone method, ASTM D1556 or by nuclear methods, ASTM D6938. Compaction tests will be performed for each lift or layer. A minimum of one test shall be performed every 100 linear feet of pipeline installed by open trench construction. The Owner may require additional tests if the installed material appears variable.

C. Determine laboratory moisture-density relations of soils by ASTM D1557. If nuclear methods are used for in-place density determination, the compaction test results for maximum dry density and optimum water content shall be adjusted in accordance with ASTM D4718. This will be required for determination of percent relative compaction and moisture variation from optimum.

D. Determine the relative density of cohesionless soils by ASTM D4253 and D4254.

E. Sample backfill materials per ASTM D75.

F. "Relative compaction" is the ratio, expressed as a percentage, of the in-place dry density to the laboratory maximum dry density.
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TRENCHING, BACKFILLING AND COMPACTING 312316-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project G. Compaction shall be deemed to comply with the specifications when no more than one test of any three consecutive tests falls below the specified relative compaction. The Contractor shall pay the costs for any retesting or additional testing of work not conforming to the specifications.

H. Where compaction tests indicate a failure to meet the specified compaction, the Contractor will take additional tests every 25 feet in each direction until the extent of the failing area is identified. Rework the entire failed area until the specified compaction has been achieved.

PART 2 - MATERIALS

2.01 MATERIALS

1. TRENCH ZONE BACKFILL – (Roadway)
Trench zone backfill in roadways is to be placed in the trench zone and shall consists of Class 2 Aggregate Base 3/4-inch-maximum size per Section 26 of the Caltrans Standard Specifications compacted to 95% relative compaction per Detail 1 Drawing D-01.

Material shall be placed to the limits indicated in the drawings.

2. TRENCH ZONE BACKFILL – (Unpaved)
Trench zone backfill in unpaved areas is to be placed in the trench zone and shall consists of Class 2 Aggregate Base 3/4-inch-maximum size per Section 26 of the Caltrans Standard Specifications compacted to 90% relative compaction or approved native material compacted to 90% relative compaction per Detail 1 Drawing D-01.

Material shall be placed to the limits indicated in the drawings.

2.02 PIPE ZONE MATERIAL
Pipe zone material shall be placed in the pipe zone and shall consists of ¾” crushed rock compacted to 85% relative density or sand compacted to 90% relative compaction per Detail 1 Drawing D-01. Material shall be placed to the limits indicated in the drawings.

2.03 EARTHWORK MATERIALS

1. Structural Fill
Structural fill is material that is to be placed beneath manhole structures to the limits indicated in the drawings. Material shall consist of ¾” crushed rock placed to the limits shown per Detail 6 Drawing D-02. Rock shall be placed in maximum 6” lifts.

2. Fill
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TRENCHING, BACKFILLING AND COMPACTING 312316-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project Fill material is material that is to be placed in locations that are not to be constructed as structural fill. Fill material shall be native material.

3. Controlled Low-Strength Material (CLSM)
CLSM shall consist of
Cement 50 – 100 Lb. / Cu.Yd
Fly Ash, Class F 10 – 2000 Lb / Cu.Yd
Fine Aggregate 2600 – 3100 Lb / Cu.Yd
Water 325 – 580 Lb. Cu.Yd
Strength @ 28 Days 50 – 100 PSI

4. Water for Compaction
Water shall be free of organic materials and shall have a pH of 7.0 to 9.0, a maximum chloride concentration of 500 mg/L, and a maximum sulfate concentration of 500 mg/L.

The Contractor shall provide all water needed for earthwork. Provide temporary piping and valves to convey water from the source to the point of use.

PART 3 - EXECUTION

3.01 SLOPING, SHEETING, SHORING, AND BRACING OF TRENCHES Trenches shall have sloping, sheeting, shoring, and bracing conforming with 29CFR1926, Subpart P--Excavations, CAL/OSHA requirements, and the General Provisions.

3.02 SIDEWALK, PAVEMENT, AND CURB REMOVAL
The Contractor shall cut bituminous and concrete pavements regardless of the thickness and curbs and sidewalks prior to excavation of the trenches with a pavement saw or pavement cutter. Width of the pavement cut shall be at least equal to the required width of the trench at ground surface. Haul pavement and concrete materials from the site and dispose in compliance with all applicable laws and regulations. Do not use for trench backfill.

3.03 TRENCH EXCAVATION
A. The Contractor shall excavate the trench to the lines and grades shown in the drawings with allowance for pipe thickness, sheeting and shoring if used, and for pipe base or special bedding. If the trench is excavated below the required grade, refill any part of the 183
TRENCHING, BACKFILLING AND COMPACTING 312316-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project trench excavated below the grade at no additional cost to the Owner with ¾” crushed rock.

B. Trench widths in the pipe zone shall be as shown in the drawings. The Contractor shall comply with 29CFR Part 1926 Subpart P--Excavations. Trench width at the top of the trench will not be limited except where width of excavation would undercut adjacent structures and footings. In such case, width of trench shall be such that there is at least 2 feet between the top edge of the trench and the structure or footing.

3.04 TRENCH EXCAVATION IN BACKFILL AND EMBANKMENT AREAS A. The Contractor shall construct and compact the embankment to an elevation of 1-foot minimum over the top of the largest pipe or conduit to be installed.

B. The Contractor shall excavate trench in the compacted backfill or embankment.

3.05 LOCATION OF EXCAVATED MATERIAL
A. During trench excavation, the Contractor shall place the excavated material only within the working area. Do not obstruct any roadways or streets. Do not place trench spoil over pipe, buried utilities, manholes, or vaults. Conform to federal, state, and local codes governing the safe loading of trenches with excavated material.

B. The Contractor shall place trench spoil sufficiently far from excavations as to avoid trench instability.

C. The Contractor shall locate trench spoil piles at least 15 feet from the tops of the slopes of trenches. Do not operate cranes and other equipment on the same side of the trench as the spoil piles.

3.06 DEWATERING
The Contractor shall provide and maintain means and devices to remove and dispose of water entering the trench excavation during the time the trench is being prepared for the pipe laying, during the laying of the pipe, and until the backfill at the pipe zone has been completed. These provisions shall apply during both working and nonworking hours, including lunchtime, evenings, weekends, and holidays. Dispose of the water in a manner to prevent damage to adjacent property and in accordance with regulatory agency requirements. Do not drain trench water through the pipeline under construction.

If groundwater will be discharged to the sanitary sewer system the Contractor shall coordinate, pay for, and obtain a permit from the City to discharge groundwater to the collection system.
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3.07 INSTALLING BURIED PIPING
A. The Contractor shall grade the bottom of the trench to the line and grade to which the pipe is to be laid, with allowance for pipe thickness. Remove hard spots that would prevent a uniform thickness of bedding. Place the specified thickness of pipe base material over the full width of trench. Grade the top of the pipe base ahead of the pipe laying to provide firm, continuous, uniform support along the full length of pipe, and compact to the relative compaction specified herein. Before laying each section of the pipe, check the grade and correct any irregularities.

B. The Contractor shall excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. Fill the area excavated for the joints with the bedding material specified or indicated in the drawings for use in the pipe zone.

C. The Contractor shall inspect each pipe and fitting before lowering the buried pipe or fitting into the trench. Inspect the interior and exterior protective coatings. Patch damaged areas in the field with material recommended by the protective coating manufacturer. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after installation.

D. The Contractor shall handle pipe in such a manner as to avoid damage to the pipe. Do not drop or dump pipe into trenches under any circumstances.

E. After pipe has been bedded, the Contractor shall place pipe zone material simultaneously on both sides of the pipe, in maximum 8-inch lifts, keeping the level of backfill the same on each side. If no pipe zone material is specified or indicated, use imported sand.

Carefully place the material around the pipe so that the pipe barrel is completely supported and no voids or uncompacted areas are left beneath the pipe. Use particular care in placing material on the underside of the pipe to prevent lateral movement during subsequent backfilling.

F. The Contractor shall compact each lift to the relative compaction specified herein.

G. The Contractor shall push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free-fall of the material until at least 2 feet of cover is provided over the top of the pipe. Do not drop sharp, heavy pieces of material directly onto the pipe or the tamped material around the pipe. Do not operate heavy equipment or a sheepsfoot wheel mounted on a backhoe over the pipe until at least 3 feet or one-half of the internal diameter, whichever is greater, of backfill has been placed and compacted over the pipe.

H. When the pipe laying is not in progress, including the noon hours, the Contractor shall close the open ends of pipe. Do not allow trench water, animals, or foreign material to enter the pipe.

I. The Contractor shall keep the trench dry until the pipe laying and jointing are completed. 185
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3.08 BACKFILL COMPACTION
Unless otherwise shown in the drawings or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe trenches shall be as follows:

Pipe Zone: 90% relative compaction.

Backfill in Trench Zone Not Beneath Paving: 90% relative compaction. Compact backfill within embankment above the pipe zone to the same relative compaction as the adjacent embankment.

Backfill in Trench Zone to Street Zone in Paved Areas: 95% relative compaction.

A. The Contractor shall compact trench backfill to the specified relative compaction.

Compact by using mechanical compaction or hand tamping. Do not use high-impact hammer-type equipment except where the pipe manufacturer warrants in writing that such use will not damage the pipe.

B. The Contractor shall compact material placed within 12 inches of the outer surface of the pipe by hand tamping only.

C. The Contractor shall not use any axle-driven or tractor-drawn compaction equipment within 5 feet of building walls, foundations, and other structures.

3.09 MATERIAL REPLACEMENT
The Contractor shall remove and replace any trenching and backfilling material that does not meet the specifications, at the Contractor's expense.

3.10 PLACING CLSM BACKFILL
The Contractor shall place CLSM backfill in a uniform manner that will prevent voids in or segregation of the material. Remove foreign material that falls into the excavation or trench. Do not commence backfilling over or place any material over the CLSM until at least four hours after placing the CLSM backfill.

END OF SECTION
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FILTER FABRIC 313219-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 313219 FILTER FABRIC
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and installation of filter fabric and its maintenance until the bedding material cover is completed.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling, and Compacting: 312316.

1.03 SUBMITTALS
A. Submit shop drawings in accordance with the General Conditions and Section 013300.

B. Submit manufacturer's catalog data and a sample of the filter fabric.

C. Submit manufacturer's recommended installation instructions and details.

D. Submit mill certificate or affidavit signed by a legally authorized official from the company manufacturing the fabric. The mill certificate or affidavit shall attest that the fabric meets the chemical, physical, and manufacturing requirements stated in this specification.

PART 2 - MATERIALS

2.01 MANUFACTURERS
Products - Underdrains (AOS)
Manufacturer/Supplier Product Catalog No. Woven/Non
Mirafi Group
Suite 500
3500 Parkway Lane
Norcross, GA
Mirafi 500x Woven

2.02 FILTER FABRIC
A. Filter fabric shall be a pervious sheet of woven or nonwoven plastic yarn. The filter fabric shall provide an apparent opening size (AOS) per ASTM D4751. The resistance to ultraviolet and heat may not be required in underdrains and certain other installations.

B. The plastic yarn shall meet the physical requirements specified in AASHTO M288. 187
FILTER FABRIC 313219-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project C. Geotextiles shall meet the properties specified in AASHTO M288 as follows:

Service Requirements
Subsurface drainage Table 2
Stabilization Table 4
D. Filter fabric shall not act as a wicking agent.

2.03 SECURING PINS
Securing pins shall be 3/16-inch-diameter steel, pointed at one end, and fabricated with a head to retain a steel washer having an outside diameter of no less than 1.5 inches. The lengths of the pins shall be no less than 6 inches.

PART 3 - EXECUTION

3.01 SHIPMENT, STORAGE, AND HANDLING
A. Protect the fabric from direct sunlight, ultraviolet rays, temperatures greater than 140°F, mud, dirt, dust, and debris at all times during shipment and storage. To the extent possible, wrap the fabric in a heavy-duty protective covering.

B. Store fabric on clean, dry surfaces, free of foreign substances such as grease, oil, paint, epoxy, cement, or any other substances which would have a deleterious effect on the fabric. When stored in outside areas, keep fabric 1-foot minimum above ground level.

Keep the fabric in its protective covering until it is ready for installation. Cover opened rolls by a waterproof cover. Do not use hooks, tongs, or other sharp tools or instruments when handling fabric. Fabric may be unloaded or handled in one of the following ways:

1. By placing slings under the rolls.

2. By using a pole inserted through a hollow core, provided the pole extends 1-foot minimum beyond each end of the core and lifting and handling devices are attached to only that portion of the pole located outside the ends of the core.

3. By hand.

3.02 PROTECTION DURING INSTALLATION
Protect the geotextile during installation from clogging, tears, and other damage. Provide ballast (e.g., sand bags) to prevent uplift by wind. Do not leave the geotextile uncovered for more than 14 days after installation.
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3.03 SUBGRADE PREPARATION
Prepare the surface to receive fabric to a smooth condition free of sharp objects, obstructions, depressions, debris, and soft or low-density pockets of material.

3.04 PLACEMENT OF GEOTEXTILE IN TRENCHES AND UNDER STRUCTURES A. Install in accordance with AASHTO M288, Appendices A1 and A3 except as modified below.

B. Place filter fabric in the manner and at the locations shown in the drawings. Do not use fabric with defects, rips, holes, flaws, deterioration, or damage of any nature.

C. Handle and place filter fabric in accordance with the manufacturer's recommendations.

Stretch, align, and place the fabric in a wrinkle-free manner.

D. Place fabric with the long dimension parallel to the trench and lay smooth and free of tension, stress, folds, wrinkles, or creases. Place the strips to provide a minimum width of 12 inches of overlap for each joint.

E. Insert securing pins with washers through both strips of overlapped fabric at not greater than 5-foot intervals along a line through the midpoint of the overlap.

F. Install additional pins regardless of location to prevent any slippage of the filter fabric.

Place the fabric so that the upstream strip of fabric will overlap the downstream strip.

Push each securing pin through the fabric until the washer bears against the fabric and secures it firmly to the foundation.

3.05 SEAMS FOR FILTER FABRIC USED IN TRENCHES AND UNDER STRUCTURES Stitch fabric seams with thread meeting the chemical requirements for plastic yarn or bond by cementing or heat. Stitch fabric with yarn of a contrasting color. The size and composition of the yarn shall be as recommended by the fabric manufacturer. The stitches shall number 5 to 7 per inch of seam. Attach the sheets of filter fabric at the factory or another location to form sections not less than 3 feet wide. Test seams in accordance with method ASTM D1683, using 1-inch-square jaws and 12 inches per minute constant rate of traverse. The strengths shall be not less than 90% of the required tensile strength of the unaged fabric in any principal direction.

3.06 COVERING WITH CRUSHED ROCK
A. Schedule the work so that the covering of the fabric with the planned thickness of the specified material is accomplished within 30 days after placement of the fabric. Failure to comply shall require replacement of fabric.

B. Protect the filter fabric from damage due to the placement of riprap or other materials by limiting the height of drop of the material or by placing a 6 inch-cushioning layer of 189
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project sand on top of the fabric before dumping the material. Before placement of crushed rock, the Contractor shall demonstrate that the placement technique will prevent damage to the fabric.

3.07 COVERING WITH SOIL OR SAND
Do not cover geotextile prior to inspection by the Owner’s Representative. Place cover soil or sand in a manner that prevents soil or sand from entering the geotextile overlap zone, prevents tensile stress from being mobilized in the geotextile, and prevents wrinkles from folding over onto themselves. On side slopes, place soil or sand backfill from the bottom of the slope upward. Do not drop cover soil or sand onto the geotextile from a height greater than 3 feet. Do not operate equipment directly on top of the geotextile. Use equipment with ground pressures less than 7 psi to place the first lift over the geotextile. Maintain a minimum of 12 inches of soil between full-scale construction equipment and the geotextile. Cover soil or sand material type, compaction, and testing requirements are described in Section 312316. Equipment placing cover soil shall not stop abruptly, make sharp turns, spin their wheels, or travel at speeds exceeding 5 mph.

3.08 INSTALLATION OF GEOTEXTILE FOR PERMANENT EROSION CONTROL Install in accordance with AASHTO M288, Appendices A1 and A4.

3.09 INSTALLATION OF GEOTEXTILE FOR TEMPORARY SILT FENCE Install in accordance with AASHTO M288, Appendices A1 and A5.

3.10 REPAIRING DAMAGED FABRIC
A. Protect the fabric at all times during construction from contamination by surface runoff.

Remove and replace fabric so contaminated with uncontaminated fabric. Repair any damage to the fabric during its installation or during placement of crushed rock by the Contractor at his expense.

B. Repair fabric damaged during placing, in other than underdrain piping service, by placing a piece of fabric large enough to cover the torn or punctured area, meet the overlap requirement, and extend a minimum of 12 inches beyond the edge of the damaged area. Repair damaged sections of fabric used in underdrain piping by cutting out the damaged section over the full width of the spiral section and stitching a new fabric section in place for a minimum length of 18 inches.

C. Damage to the fabric resulting from the Contractor's vehicles, equipment, or operations shall be repaired by the Contractor at his expense.

D. Maintain a minimum of 6 inches of material between the fabric and Contractor's equipment, during spreading and compaction of the crushed rock. Where embankment material is to be placed on the filter fabric, maintain a minimum of 18 inches of 190
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project embankment material between the fabric and the Contractor's equipment. Do not operate or drive equipment or vehicles directly on the filter fabric.

END OF SECTION
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ASPHALT CONCRETE PAVING 321216-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 321216 ASPHALT CONCRETE PAVING
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for materials, testing, and installation of asphalt concrete pavement, aggregate base course, herbicide, tack coat, and slurry seal coat.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfilling and Compaction: 312316
B. Traffic Striping and Markings: 321723.

1.03 SUBMITTALS
A. The Contractor shall submit a report from a testing laboratory verifying that aggregate material conforms to the specified gradations or characteristics.

B. The Contractor shall submit manufacturer's certificate of compliance or product literature for the following materials:

1. Aggregate: Gradation.

2. Asphalt for Binder: Type and grade.

3. Prime Coat: Type and grade of asphalt.

4. Tack Coat: Type and grade of asphalt.

5. Seal Coat: Type and grade of asphalt.

6. Mixes: Conforms to job-mix formula.

7. Paint for traffic striping.

8. Pavement markers.

1.04 TESTING FOR COMPACTION
A. The Contractor will test for compaction including that for asphalt concrete paving. The Contractor shall be responsible for providing enough notice to schedule the Owner’s inspector to be on site, and the Contractor shall be responsible for paying any costs due to late cancellations. Test for compaction as described in Section 312316. 193
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1.05 STANDARD SPECIFICATIONS
Wherever reference is made to the Caltrans Standard Specifications such reference shall mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation Standard Specifications, current edition. Wherever reference is made to the Public Works Specifications such reference shall mean the Standard Specifications for Public Works Construction (SSPWC), current edition.

PART 2 - MATERIALS

2.01 ASPHALT CONCRETE PAVING
Asphalt concrete paving shall conform to Type A in Section 39 of the Caltrans Standard Specifications, having 1/2-inch-maximum medium grading.

2.02 AGGREGATE BASE COURSE
Aggregate base shall be Class 2 aggregate base, 3/4-inch-maximum size per Section 26 of the Caltrans Standard Specifications.

2.03 TACK COAT
Tack coat shall conform with Section 94, Grade SS1h in the Caltrans Standard Specifications.

2.04 ASPHALT
Asphalt shall be Performance Grade PG 64-10-R0 per Section 92 in the Caltrans Standard Specifications. Asphalt content in the pavement shall be 5.5% to 6.0%.

2.05 AGGREGATE FOR ASPHALT CONCRETE
Aggregate shall be Type A per Section 39-2.02 in the Caltrans Standard Specifications.

2.06 SLURRY SEAL COAT
The slurry seal shall be Type II composed of the following materials:

ASPHALTIC EMULSION: The emulsion shall be polymer modified Type PMCQS1h, containing 2-1/2% Latex additive. The cationic quick-setting asphaltic emulsion (CQS1h) shall conform to the provisions of Section 94 of the latest version of the State of California Standard Specifications.

The Latex to be used for modifier shall have properties and composition similar to “Ultrapave UP 65 K” Cationic Latex Asphalt Modifier, as manufactured by Textile Rubber & Chemical Co. of Ridgefield, Washington, or approved equal. 194
ASPHALT CONCRETE PAVING 321216-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project WATER: The water shall be free of harmful salts and contaminants.

WATER AND RETARDER: Water and retarder shall be used to ensure proper workability and to permit traffic on the slurry no more than three hours after placement without occurrence of bleeding, raveling, separation, or scalping.

AGGREGATE: The mineral aggregate shall consist of a non-plastic granular material such as rock dust or plaster sand, or any other material of similar quality and characteristics. The material shall be tough, durable, sound, and free from vegetable and other deleterious substances. The percentage composition by weight of the aggregate shall conform to the grading requirements for Type II in accordance with the provisions of Section 37-3.01D(4)(b) of the current version of the State of California Standard Specifications.

PART 3 - EXECUTION

3.01 PAVEMENT REMOVAL
A. The Contractor shall initially cut asphalt concrete pavement with pneumatic pavement cutter or other equipment at the limits of the excavation and remove the pavement. After backfilling the excavation, saw cut asphalt concrete pavement to a minimum depth of 2 inches at a point not less than 12 inches outside the limits of the excavation or the previous pavement cut, whichever is greater, and remove the additional pavement.

B. The Contractor shall saw cut concrete pavement, including cross gutters, curbs and gutters, sidewalks, and driveways, to a minimum depth of 1 1/2 inches at a point 1 foot beyond the edge of the excavation and remove the pavement. The concrete pavement may initially be cut at the limits of the excavation by other methods prior to removal and the saw cut made after backfilling the excavation. If the saw cut falls within 3 feet of a concrete joint or pavement edge, remove the concrete to the joint or edge.

C. The Contractor shall make arrangements for and dispose of the removed pavement per applicable laws and requirements.

D. Final pavement saw cuts shall be straight along both sides of trenches, parallel to the pipeline alignment, and provide clean, solid, vertical faces free from loose material. The Contractor shall saw cut and remove damaged or disturbed adjoining pavement. Saw cuts shall be parallel to the pipeline alignment or the roadway centerline or perpendicular to same.

3.02 CONNECTIONS WITH EXISTING PAVEMENT
Where new paving joins existing paving, the Contractor shall chip the existing surfaces 12 inches back from the joint line so that there will be sufficient depth to provide a minimum of 2 inch of asphalt concrete. Dispose of waste material offsite. Tack chipped areas prior to placing the asphalt concrete. Meet lines shall be straight and the edges 195
ASPHALT CONCRETE PAVING 321216-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project vertical. Paint the edges of meet line cuts with liquid asphalt or emulsified asphalt prior to placing asphalt concrete. After placing the asphalt concrete, seal the meet line by painting with a liquid asphalt or emulsified asphalt and then immediately cover with clean, dry sand.

3.03 PREPARATION OF SUBGRADE
A. The Contractor shall excavate and shape subgrade to line, grade, and cross section shown in the drawings. The subgrade shall be considered to extend over the full width of the base course.

B. The Contractor shall remove soft material disclosed by the subgrade preparation, replace with structural backfill material per Section 312316 or aggregate base course material, and recompact.

C. The Contractor shall scarify and compact the top 12 inches of subgrade to 95% relative compaction.

D. The finished subgrade shall be within a tolerance of ±0.08 of a foot of the grade and shall be smooth and free from irregularities and at the specified relative compaction.

3.04 INSTALLING WOOD HEADERS
The Contractor shall provide wood header at edges of paving except where paving is adjacent to concrete slabs, gutters, walks, existing paving, or structures.

3.05 PLACING AGGREGATE BASE COURSE
The Contractor shall place aggregate base course to the minimum thickness identified on plans. Compact to 95% relative compaction. Install in accordance with Section 26 of the Caltrans Standard Specifications.

3.06 COMPACTION OF AGGREGATE BASE AND LEVELING COURSES
Compaction and rolling shall begin at the outer edges of the surfacing and continue toward the center. The Contractor shall apply water uniformly throughout the material to provide moisture for obtaining the specified compaction. Compact each layer to the specified relative compaction before placing the next layer.

3.07 PLACING TACK COAT
The Contractor shall apply tack coat on surfaces to receive finish pavement per Section 39-4.02 in the Caltrans Standard Specifications. Apply tack coat to metal or concrete surfaces that will be in contact with the asphalt concrete paving. 196
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3.08 PLACING ASPHALT PAVING
The Contractor shall place asphalt paving to a minimum thickness of 4 inches unless otherwise shown in the drawings. Install in accordance with Section 39-6 in the Caltrans Standard Specifications.

3.09 COMPACTION OF ASPHALT CONCRETE PAVING
The Contractor shall compact until roller marks are eliminated and a density of 92% minimum to 98% maximum has been attained per ASTM D2041.

3.10 APPLYING SLURRY SEAL COAT
The Contractor shall apply slurry seal to the below limits:

For Open Trench Construction: Slurry seal the entire street width from lip of gutter to lip of gutter, for the entire length of pipeline replacement to 5 feet past the end of work.

For Pipe Bursting Construction: At pit locations and at lateral connections where asphalt is replaced, slurry seal a rectangle that encompasses the work and that extends to 5 feet past the end of asphalt repair work.

At Manholes: At manholes where the frame and cover are to be replaced, slurry seal a rectangle that encompasses the work and that extends to 5 feet past the end of asphalt repair work.

Road Lettering, Striping, and Markings Impacted by Slurry Seal and/or Construction:

Where slurry seal or construction affects existing road striping, markings, or crosswalk markings, the contractor shall replace the entirety of any striping, markings, and lettering impacted in accordance with the specifications. Replacement shall not be limited to the area impacted; the entire marking shall be replaced. Markings shall be entirely replaced with new thermoplastic markings
Following slurry seal, restore all striping, crosswalk marking, and pavement markers impacted by the project.

The Contractor shall immediately inform the Owner of any necessary asphalt patching or repairs, and all other roadway surface preparation work not included in these specifications, but is required in order to achieve the required quality of slurry seal work, at any project location. The Contractor shall allow a lag of two (2) weeks from completion of the roadway preparation (crack sealing and base repair) prior to slurry seal.

The slurry seal shall be mixed, spread, and placed in accordance with the provisions of Section 37 of the latest version of the State of California Standard Specifications with the following exceptions and additions:
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ASPHALT CONCRETE PAVING 321216-6
2026 Sanitary Sewer and Storm Drain Rehabilitation Project The slurry seal mixture shall not be applied prior to 8:00 A.M. Also, the slurry seal mixture shall not be applied after 1:00 P.M., except if approved by the City Inspector.

Approval of application after 1:00 P.M. will only be for the purpose of completing the section of work then underway. Beginning a new section of work after 1:00 P.M. will not be permitted. Slurry seal shall not be applied when the atmospheric temperature is less than 60°F, or more than 95°F, which prolongs the curing beyond a reasonable time.

Before placing the slurry seal, the pavement surface shall be cleaned by sweeping, draught or other means necessary to remove all loose particles of pavement, all dirt and all other extraneous material.

Immediately before commencing the slurry seal operations, all surface metal utility covers (including survey monuments) shall be protected to cover, seal or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned of slurry material by the end of the same workday. Contractor shall not open any sewer/storm manhole covers or monument covers.

Hand tools shall be available in order to remove spillage. Ridges or bumps in the finished surfaces will not be permitted. The mixture shall be uniform and homogeneous after spreading on the surface and shall not show separation of the emulsion and aggregate after setting. Any slurry which is rejected shall be repaired to the satisfaction of the Owner or shall be removed and replaced at no cost to the Owner.

Adequate means shall be provided to protect the slurry seal from damage from traffic until such time that the mixture has cured sufficiently so that the slurry seal will not adhere to and be picked up by the tires of the vehicles.

The slurry seal mixture shall be applied up to the lip of gutter; any overlap into the gutter is not to exceed two inches (2”) from the lip of gutter toward the face of curb. Any application or spillage beyond this two-inch limit shall be removed or cleaned up by the Contractor.

Roofing paper or a comparable substitute shall be used at all ends of slurry seal limits to provide for a clean, neat, and straight definition of the end of the slurry.

The spreader box shall be pulled at a rate NOT GREATER THAN 270 FEET PER MINUTE. Any areas slurried while the spreader box is exceeding 270 feet per minute will be considered out of specification and will not be paid for by the Owner.

A light sand blotter shall be spread by contractor where required by the Inspector to accommodate pedestrian traffic, to provide access to driveways, and to provide access across intersections on designated streets.

Any traffic control devices (barricades, cones, or signs) which are moved in the process of applying the slurry are to be returned to a proper position by the Contractor as soon as possible.
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ASPHALT CONCRETE PAVING 321216-7
2026 Sanitary Sewer and Storm Drain Rehabilitation Project The rate of curing of the slurry seal shall be such that a street can be opened to traffic without any damage to the surfacing within six (6) hours after application if street is completed prior to 11:00 A.M., and within four (4) hours after application if street is completed after 11:00 A.M, unless otherwise restricted by traffic closure limitations.

Until all streets slurry-sealed that day are opened to traffic, the Contractor shall respond and provide any necessary repairs to the slurried areas which are not properly setting up, and this response shall be within thirty (30) minutes of request for such assistance. The Contractor shall be responsible for any additional costs incurred by the Owner due to the failure of the Contractor to respond within thirty (30) minutes or the failure of a street being sufficiently cured to allow traffic as specified above.

Testing shall be undertaken by an independent, third party, testing laboratory/contractor qualified to perform sampling and testing in accordance with Section 37 of the Standard Specifications 2023 State of California. A testing firm will be hired by the Contractor.

3.11 SURFACE TOLERANCE
A. Finished grade shall not deviate more than 0.02 foot in elevation from the grade indicated in the drawings. Slopes shall not vary more than 1/4 inch in 10 feet from the slopes shown in the drawings.

B. After paving has been installed and compacted, the Contractor shall spray water over the entire paved area. Correct any areas where water collects and does not drain away.

END OF SECTION
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CONCRETE CURBS, GUTTERS, AND SIDEWALKS 321613-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 321613 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes materials and installation of concrete curbs, gutters, and sidewalks.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. General Concrete Construction: 030500.

B. Trenching, Backfill, and Compaction: 312316.

1.03 SUBMITTALS
Submit one copy of a report from a testing laboratory verifying that crushed rock and aggregate material conforms to the specified gradations or characteristics.

1.04 TESTING FOR COMPACTION
A. The Contractor will test for compaction as described in Section 312316.

B. Determine the relative density of cohesionless soils by ASTM D4253 and D4254.

C. Sample backfill materials by ASTM D75.

D. "Relative compaction" is the ratio, expressed as a percentage, of the inplace dry density to the laboratory maximum dry density.

E. Compaction shall be deemed to comply with the specifications when no more than one test of any three consecutive tests falls below the specified relative compaction. The one test shall be no more than three percentage points below the specified compaction. The Contractor shall pay the costs of any retesting of work not conforming to the specifications.

1.05 STANDARD SPECIFICATIONS
Wherever reference is made in this section to the State Specifications, such reference shall be understood to mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation Standard Specifications, 2025 edition.

PART 2 - MATERIALS

2.01 FORMS
A. Forms shall conform to the requirements of Section 030500. Provide stakes and bracing materials to hold forms securely in place.
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CONCRETE CURBS, GUTTERS, AND SIDEWALKS 321613-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project B. Materials for sidewalk forms shall be 2-inch dressed lumber straight and free from defects, or standard metal forms. Where short-radius forms are required, 1-inch dressed lumber or plywood may be used. Provide stakes and bracing materials to hold forms securely in place.

2.02 CRUSHED ROCK BASE
Clean 3/4-inch and smaller crushed rock or crushed gravel, free from foreign material, and conforming to Class 2 aggregate base per Section 26, State of California Standard Specifications.

2.03 EXPANSION JOINT FILLER
Expansion joint filler shall be 1/2 inch thick for curbs and 1/4 inch thick for sidewalks and shall conform to premolded joint filler in Section 030500.

2.04 CONCRETE
Concrete shall be Class A per Section 030500, except that the maximum water-cement ratio for concrete in curbs and gutters shall be 0.55.

2.05 REINFORCING STEEL
Conform to Section 030500.

2.06 CURING COMPOUND
Curing compound shall be as specified in Section 030500.

2.07 EXCAVATION AND BACKFILL
Conform to Section 312316.

PART 3 - EXECUTION

3.01 PREPARATION OF SUBGRADE
Excavate and shape subgrade to line, grade, and cross-section. Compact subgrade until the top 12 inches are compacted to 90% relative compaction. Remove all soft material disclosed by compacting and replace with crushed rock base. The finished subgrade shall be within a tolerance of ±0.08 of a foot of the grade and cross-section shown and shall be smooth and free from irregularities at the specified relative compaction. The subgrade shall be considered to extend over the full width of the base course. 202
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3.02 PLACING CRUSHED ROCK BASE
After the subgrade for curbs, sidewalks, and roadway slabs is compacted and at the proper grade, spread crushed rock base material. Sprinkle with water and compact. Top of the compacted gravel shall be at the proper level to receive the concrete. Compact crushed rock base to 90% relative density. Curbs and sidewalks shall receive 4 inches or more of compacted crushed rock base material.

3.03 SETTING FORMS
A. Conform to Section 030500.

B. Forms on the face of the curb shall not have any horizontal joints within 7 inches of the top of the curb. Brace forms to prevent change of shape of movement in any direction resulting from the weight of the concrete during placement. Construct short-radius curved forms to exact radius. Tops of forms shall not depart from gradeline more than 1/8 inch when checked with a 10-foot straightedge. Alignment of straight sections shall not vary more than 1/8 inch in 10 feet.

3.04 CURB CONSTRUCTION
A. Construct curbs to line and grade shown. Curbs shall conform to the details shown.

B. Construct ramps in accordance with the details and locations as shown in the drawings.

C. Place preformed asphalt-impregnated expansion joints at intervals not exceeding 45 feet or less than 15 feet, at the beginning and end of curved portions of the curb, at each change in thickness in section, at the end of curbs at buildings and other structures, and at connections to existing curbs.

D. Place contraction joints in the curb at uniform intervals not exceeding 15 feet.

Contraction joints shall be of the open-joint type. Construct by inserting a thin, oiled steel sheet vertically in the fresh concrete to force coarse aggregate away from the joint.

Insert the steel sheet the full depth of the curb. After initial set has occurred in the concrete and prior to removing the front curb form, remove the steel sheet with a sawing motion. Finish top of curb with a steel trowel and finish edges with a steel edging tool.

E. As soon as the concrete has set sufficiently to support its own weight, remove the front form and finish exposed surfaces. Finish formed face by rubbing with a burlap sack or similar device that will produce a uniformly textured surface, free of form marks, honeycomb, and other defects. Remove and replace defective concrete at the Contractor's expense. Upon completion of the finishing, apply curing compound to exposed surfaces of the curb. Curing shall continue for a minimum of five days.

F. Upon completion of the curing period, but not before seven days have elapsed since pouring the concrete, backfill the curb with earth free from rocks 2 inches and larger and other foreign material. Tamp backfill firmly in place.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project G. Finished curb shall present a uniform appearance for both grade and alignment. Remove any section of curb showing abrupt changes in alignment or grade or that is more than 1/4 inch away from its location as staked and construct new curb in its place at no additional cost to the Owner.

3.05 SIDEWALK CONSTRUCTION
A. Sidewalks shall be 4 inches thick in walk areas and 6 inches thick in driveway areas, unless otherwise shown in the drawings. Walks shall slope 1/4 inch per foot away from structures, unless otherwise shown in the drawings.

B. At locations where the new sidewalk is to abut existing concrete, saw concrete for a depth of 2 inches, chip the old concrete down to sound material and a plane surface, clean the surface, and apply a neat cement paste just prior to pouring the new sidewalk.

C. Place preformed asphalt expansion joints at intervals not exceeding 45 feet or less than 15 feet, where the sidewalk ends at a curb, and around posts, poles, or other objects protruding through the sidewalk. Place expansion joints between sidewalks and buildings or other structures.

D. Place preformed asphalt expansion joint material between back of curbs and sidewalks.

E. Provide contraction joints transversely to the walks at locations opposite the contraction joints in the curb and at intervals along the sidewalk such that the distance between contraction joints does not exceed 1.5 times the sidewalk width. These joints shall be 3/16 inch by one-fourth of the slab thickness weakened plane joints. They shall be straight and at right angles to the surface of the walk.

F. Place, process, finish, and cure concrete in conformance with Section 030500.

G. Broom the surface with a fine-hair broom at right angles to the length of the walk and tool at all edges, joints, and markings. Mark the walks transversely at 5-foot intervals with a jointing tool. Upon completion of the finishing, apply a curing compound to exposed surfaces. Protect the sidewalk from damage.

H. Finished sidewalk shall present a uniform appearance for both grade and alignment.

Remove any section of sidewalk showing abrupt changes in alignment or grade or that is more than 2 inches away from its location as shown in the drawings and construct new sidewalk in its place at no additional cost to the Owner.

END OF SECTION
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TRAFFIC SIGNING, STRIPING, AND MARKINGS 321723-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 321723 TRAFFIC STRIPING, AND MARKINGS
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for removal and installation of traffic markers, posts, pavement striping, pavement markings, raised pavement markers, and curb markings.

1.02 STANDARD SPECIFICATIONS
A. Wherever reference is made to the State Specifications, such reference shall mean the State of California, Business, Transportation, and Housing Agency, Department of Transportation Standard Specifications, current edition, and Standard Plans, current edition.

B. The Contractor shall conform to the City of Belmont Standard Plans, and the referenced Caltrans Standard Plans and Specifications.

1.03 SUBMITTALS
The Contractor shall submit complete package detailing the Contractor’s plan for removal and installation of traffic markers, posts, pavement striping, pavement markings, raised pavement markers, and curb markings. Submittal shall include complete details for all products used and include detailed outline the Contractor approach for completion of work. The Contractor shall replace the entirety of any crosswalk markings, road striping, or other lettering impacted by construction trenching or slurry sealing in accordance with the specifications. Replacement shall not be limited to the area impacted; entire marking shall be replaced. Markings shall be entirely replaced with new thermoplastic markings to the approval of the City’s construction manager.

PART 2 - MATERIALS

2.01 SIGNS AND ROADSIDE MARKERS
A. The Contractor shall conform to Section 56 of the Caltrans’ Standard Specifications and the Caltrans’ Standard Plans.

B. Signs or material shall conform in size and design to the latest editions of the FHA publication “Standard Highway Signs”, the Caltrans’ Sign Specification Sheets, and the California Manual on Uniform Traffic Control Devices (California MUTCD) and the Caltrans’ Supplement thereto as to color, shape, and style of letters or symbols. 205
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2.02 STRIPING AND PAVEMENT MARKING
A. Following application of slurry seal, the Contractor shall restore all striping, crosswalk markings, and pavement markers impacted by the project.

B. Traffic stripes and pavement markings, including legends, shall be thin-mil thermoplastic (sprayable).

C. For paint curb markings and median island markings, the Contractor shall use AQMDor APCD-compliant paint material.

D. Striping and raised pavement markers shall comply with Caltrans’ Standard Plans A20A, A20B, A20C, and A20D.

E. Pavement markings shall comply with Caltrans’ Standard Plans A24A, A24B, A24C, A24D, and A24E.

2.03 PAINT
Paint shall be fast or rapid-dry type solvent as manufactured by TMT Pathway, Pervo, Bauer Paint Company, or equal and shall meet requirements of Air Quality Management District. Apply the paint at the rate recommended by the paint manufacturer.

2.04 THIN-MIL THERMOPLASTIC (SPRAYABLE)
A. Thin-mil thermoplastic traffic stripes and pavement markings shall conform to Sections 84-1 and 84-2 of the State Specifications.

B. The Contractor shall pre-mix glass beads within the thermoplastic material and apply immediately after spraying. The State Specification number for glass beads in Section 84-2.02 of the State Specifications is amended to read “8010-21C-22 (Type II).” C. Thin-mil thermoplastic material shall conform to the requirements of State Specification No. PTH 392A.

2.05 RAISED PAVEMENT MARKERS
A. Raised pavement markers shall conform to Section 85 of the State Specifications.

Reflective pavement markers shall have abrasion-resistant surfaces.

B. The Contractor shall use hot-melt bituminous adhesive for placement of pavement markers. The adhesive shall be an asphaltic material with homogeneously mixed filler.

2.06 GRAFFITI PROOFING
The reflective material and screening inks or overlay film shall be graffiti-proof. The method for graffiti proofing shall be F-cal by Nikkalite or equal. Neither the color nor 206
TRAFFIC SIGNING, STRIPING, AND MARKINGS 321723-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project the reflective intensity of the finished sign shall be significantly diminished by the use of graffiti remover.

2.07 SIGNPOSTS
A. Signpost shall be square fit post. The bottom piece shall be a 30-inch-long eight-hole base manufactured of 12-gauge galvanized steel. The top piece shall be 2 inches by 2 inches with predrilled holes and manufactured of 14-gauge galvanized metal. Post height shall be as needed for the minimum clearance beneath the sign as specified in Caltrans’ Standard Plan RS1.

B. The Contractor shall fasten signs to posts per Caltrans’ Standard Plans RS2, RS3, and RS4.

PART 3 - EXECUTION

3.01 INSTALLATION OF SIGNS
A. The Contractor shall install new and relocate existing signs as noted in the drawings; protect-in-place existing signs, posts, and parking meters which are not to be removed; and replace any of these which are damaged during construction.

B. Signs installed in parkways, sidewalks, or pedestrian areas shall have a minimum of 7 feet of clearance from the bottom of the sign to the finished surface except when sign is installed on raised median island.

3.02 APPLICATION OF REFLECTIVE SHEETING
The Contractor shall apply reflective sheeting to the sign per the sheeting manufacturer’s recommendations to produce a durable bond equal to or greater than the strength of the reflective sheeting. No air pockets or bubbles shall exist between the sheeting and the aluminum backing.

3.03 SPLICING (REFLECTIVE COATING)
No splice will be allowed other than that which occurs in the manufactured roll of reflective sheeting on panels with a minor dimension of 48 inches or less. On rectangular signs, the splice shall be horizontal. No finished sign shall have more than one splice, and no splice shall fall within 2 inches of the sign edge. When splices do occur, the adjoining reflective sheets shall be color matched under both incident and reflective light.

3.04 REMOVAL OF EXISTING SIGN AND POSTS
A. Signs designated in the drawings to be removed shall be salvaged and delivered to the City per the direction of the City’s Construction Manager. The Contractor shall prevent additional damage to the signs during the removal, storage, and delivery process. 207
TRAFFIC SIGNING, STRIPING, AND MARKINGS 321723-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project B. The Contractor shall remove posts without foundation completely. Backfill the hole to match existing.

C. For posts with foundation, The Contractor shall:

1. In parkway, remove post and foundation and backfill hole to match existing.

2. On sidewalk, remove post only to 2 inches below grade, backfill hole with concrete to match existing surface.

3.05 REMOVING EXISTING MARKINGS
A. The Contractor shall remove existing striping, pavement markings, curb marking, and raised pavement markings superseded by the drawings. Remove conflicting striping within limit of project.

B. Removal of stripes and markings shall be by sandblasting. The Contractor shall remove thermoplastic and pavement tape striping by grinding or abrasive blasting.

3.06 TEMPORARY STRIPING
A. The Contractor shall install temporary traffic striping within 24 hours after paving the street or on any unstriped lanes opened to traffic.

B. Temporary striping shall be per City of Sunnyvale Standard Plans or by installing reflectorized chip seal markers (single for 4-inch line, double for 8-inch line) at 24 feet on center.

3.07 FINAL STRIPING
A. Following slurry seal, the Contractor shall restore all striping and pavement markers impacted by the project.

B. Final stripes and legends, including limit lines, shall be striped within 72 hours after the street has received the final surface course and after temporary striping and markings have been removed.

C. The Contractor shall restripe any existing striping on cross streets that are disturbed by construction.

D. Striping and related signage shall be in place prior to opening the lane(s) to traffic.

E. The Contractor shall stripe crosswalks at signalized intersections with wheelchair ramps in conformance with Caltrans’ Standard Plan A88A.
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3.08 INSTALLATION OF THIN-MIL THERMOPLASTIC (SPRAYABLE) A. The Contractor shall apply thin-mil thermoplastic material for traffic stripes by spray method in single uniform layer at the minimum thickness of 30 mils and not to exceed 45 mils.

B. The Contractor shall apply thin-mil thermoplastic material to the pavement at a temperature between 350ºF and 400ºF, unless the manufacturer recommends a different temperature.

3.09 INSTALLATION OF RAISED PAVEMENT MARKERS
A. The Contractor shall remove any existing raised pavement markers that do not conform to the channelization plans and repair any damaged pavement due to raised pavement marker removal to maintain a smooth and uniform surface. Replace any missing or broken raised pavement markers.

B. The Contractor shall install reflective raised pavement markers per the channelization plans in accordance with the State of California Standard Specifications, Caltrans’ Standard Special Provisions, and City of Sunnyvale Standard Plans.

END OF SECTION
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SANITARY SEWER SYSTEM TELEVISION INSPECTION 330131-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 330131 SANITARY SEWER AND STORM DRAIN SYSTEM TELEVISION

INSPECTION
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for television inspection, digital audiovisual recording, and reports associated with inspection of sanitary sewers and storm drain pipelines.

1.02 RELATED WORK DESCRIBED ELSEWHERE
A. Cured-in-Place Pipe Lining: 330140.

B. PVC Gravity Pipeline Pipe: 333112.

C. HDPE Piping and Accessories for Pipe Bursting: 333118

1.03 DEFINITIONS
A. Television Inspection: Operation necessary to complete a true-color audio-visual inspection for verification of existing internal pipeline and storm drain line conditions.

Furnish labor, materials, equipment, tools, and other incidental services for CCTV inspection.

B. MPEG: MPEG, which stands for Moving Pictures Expert Group, is the nickname given to a family of international standards fused for coding audio-visual information in a digital compressed format. For the purposes of this specification, digital audio-visual coding has a resolution of 352 pixels (x) by 240 pixels (y) and an interlaced frame rate of 30 frames per second. MPEG coding shall be named using the .mpg as the file extension.

PART 2 - MATERIALS

2.01 GENERAL
The Contractor shall furnish the television inspection studio, television camera, audiovisual digital encoding equipment/software, and other necessary equipment, materials, electricity, labor, technicians, as may be needed to perform the television inspection.

2.02 TELEVISION INSPECTION EQUIPMENT
A. The television inspection equipment shall be capable of inspecting a minimum of 1,000 feet of pipeline line, when entry into the pipeline can be accessed from the upstream and downstream manholes, inlets, or Contractor provided access. When entry is at one end only, the inspection equipment shall be capable of inspecting 750 feet by a self-propelled 211
SANITARY SEWER SYSTEM TELEVISION INSPECTION 330131-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project unit. The inspection equipment shall be capable of clearly televising the interior of a 6- inch-diameter pipeline and larger sizes.

B. The Contractor shall transport the television equipment in a stable condition through the line to be inspected. Throughout the inspection, position the camera equipment with the camera directed along the longitudinal axis of the pipeline. When the television equipment is towed by winch and bond through the pipeline, the winches shall be stable with either locking or ratcheting drums. Winches shall be inherently stable under loaded conditions. The bonds shall be steel or of an equally nonelastic material to ensure the smooth and steady progress of the camera extension or traction through the pipeline.

Prevent damage to the pipeline conduit during the television inspection. In the case where the Contractor, for any reason, causes damage such as would be caused by incorrect deployment of bonds or retrieval of lodged equipment, the cost of repair or remedy shall be borne by the Contractor.

2.03 TELEVISION CAMERA
A. The Contractor shall use a television camera specifically designed and constructed for pipeline inspection. The camera shall be waterproof and shall be operative in any conditions that may be encountered in the inspection environment. Provide a color pan and tilt camera to facilitate the inspection of service laterals, pipeline, and manhole defects. The television camera shall be capable of 360-degree rotational scan indicating salient defects. The tilt arc shall not be less than 225 degrees unless otherwise approved by the Owner. The adjustment of focus and iris shall provide a minimum focal range of 3 inches in front of the camera’s lens.

B. The distance along the pipeline in focus from the initial point of observation shall be a minimum of twice the vertical height of the pipeline.

C. The illumination shall be such as to allow an even distribution of the light shadowing.

D. The view seen by the television camera shall be transmitted to a monitor of not less than 11 inches in size. The television camera shall be capable of receiving and transmitting a picture having not less than a resolution 352(x) by 240(y). The travel speed of the television inspection camera (through the sewer) shall be uniform and shall not exceed the maximum speed directed by the Owner 6 inches per second under normal conditions.

E. The Contractor shall test the television inspection equipment to verify the picture quality. Use the Macroni Regulation Chart No.1 or the equipment manufacturer’s recommendation to clearly differentiate between the following colors: white, yellow, cyan, green, magenta, red, blue, and black.

F. The television inspection equipment shall be of such quality as to enable the following to be achieved:
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1. Color: With the monitor adjusted for correct saturation, the six colors plus black and white shall be clearly resolved with the primary and complementary colors in order of decreasing luminance.

2. Linearity: The background grid shall show squares of equal size, without convergence/divergence over the whole of picture. The center circle shall appear round and have the correct height/width relationship (±5%).

3. Resolution: The live picture must be displayed on a digital or analog monitor capable of providing a clear, stable image free of electrical interference with minimum horizontal resolution not less than 352(x) by 240(y) lines.

4. Color Consistency: To ensure that the camera shall provide similar results when used with its own illumination source, the lighting shall be fixed in intensity prior to commencing the survey. In order to ensure color consistency, no variation illumination shall take place during the inspection.

5. The Owner may periodically check both the live and video picture color consistency against the color bar. Any differences will necessitate resurvey of the new length or lengths affected, at the Contractor’s expense.

6. The CCTV monitor display shall incorporate an automatically updated record in feet and tenths of a foot of the distance along the line from the cable calibration point to the center point of the camera or center point of the transducer, whichever unit is being used. The relative positions of the two center points should also be noted. The Contractor shall use a metering device that enables the cable length to be accurately measured; this shall be accurate ±1% or 6 inches whichever is greater. Demonstrate that the tolerance is being achieved by tape measurement between manholes on the surface. This taped measurement must be included on each television log both written and digital.

7. If the Contractor fails to meet the required standard of accuracy, the Owner will instruct the Contractor to provide a new device to measure the footage. The Owner may, at their discretion, instruct the Contractor in writing to resurvey those lengths of pipeline first inspected with the original measuring device using the new measuring device.

8. Audio-visual recordings and collected data made during the television inspection shall become the property of the Owner. The Contractor shall submit to the Owner immediately upon completion of the television inspection.

2.04 TELEVISION STUDIO
The television studio shall be large enough to accommodate four people for the purpose of viewing the television monitor while the inspection is in progress. The television studio shall be insulated against noise and extremes in temperature and shall be provided with means of controlling external and internal sources of light in a manner capable of 213
SANITARY SEWER SYSTEM TELEVISION INSPECTION 330131-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project ensuring that the monitor screen display is in accordance with the requirements of this specification. The Owner shall have access to view the television screen at all times.

Locate the central control panel and television camera control in the mobile television studio. Mount the television studio on a mobile vehicle (truck or trailer), which allows safe and orderly movement of the inspection equipment throughout the jobsite.

PART 3 - EXECUTION

3.01 DIVERSION OF FLOW
The Contractor shall divert flow in accordance with Sections 011100 and 025400.

Prior to the pre-construction CCTV and post-construction CCTV work the Contractor shall meet with the Owner’s construction manager to discuss the process. As directed by the construction manager the Contractor shall introduce either wastewater, potable water or reclaimed water to the pipeline segment(s) to be CCTV inspected. The flow shall be introduced to a level of between 1/8th and ¼ of the depth of the pipeline inspected in order to determine if vertical sags are present in the pipeline prior to and post construction.

3.02 TELEVISION INSPECTION
A. The Contractor shall inspect pipeline pipelines with pan and tilt conventional television imagery so as to record relevant features and defects of the pipeline under inspection.

Inspection of pipelines shall be carried out in a format reviewed by the Owner. Perform cleaning in accordance with the requirements of the contract documents. A skilled technician or supervisor who shall be located at the control panel in the mobile television studio shall control the operation of the television equipment.

B. If television inspection of an entire section cannot be successfully performed from one access point, the Contractor shall perform a reverse setup to obtain a complete television inspection. No additional payment will be made for a reverse setup.

C. The Contractor shall provide a complete television inspection of both the upstream and downstream manholes or access points beginning at the top of each manhole or access point and panning down to inspect the entire manhole or access point.

D. Whenever prevailing conditions allow, the Contractor shall position the camera head to reduce the risk of picture distortion. In circular pipelines, position the camera lens centrally (i.e., in prime position) within the pipeline. In noncircular pipelines, picture orientation shall be taken at mid-height, unless otherwise agreed, and centered horizontally. Direct the camera lens along the longitudinal axis of the pipeline when in prime position. A positioning tolerance of ±10% of the vertical pipeline dimension shall be allowed when the camera is in prime position.

E. The Contractor shall perform television inspections during low flow conditions. The Owner will reject any television inspection that, because of high flow conditions or for 214
SANITARY SEWER SYSTEM TELEVISION INSPECTION 330131-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project any other reason, does not produce an effective survey of the pipeline pipe. If the water level is greater than 25% of the pipe diameter, conventional television inspection shall not be attempted without prior approval from the Owner. In addition, if it is determined that effective conventional television inspection cannot be performed, notify the Owner in writing.

F. The Contractor shall not pull a cleaning device in front of the television inspection camera during the taping of the pipeline line.

3.03 DIGITAL AUDIO/VISUAL RECORDING
A. The Contractor shall take continuous digital video recordings of the inspection view as it appears on the television monitor. It is intended that a digital video recording will be made of the complete television inspection of the pipeline constructed or repaired as part of this project. The recording shall also be used as a permanent record of defects. The recording shall be MPEG file format. The digital video encoding shall include both sound and video information that can be reproduced with a video image equal or very close to the quality of the original picture on the television monitor. The replay of the recorded video information, when reviewed by Windows Media PlayerTM, shall be free of electrical interference and shall produce a clear, stable image. The audio portion of the composite digital coding shall be sufficiently free of electrical interference background noise to produce an oral report that is clear and completely and easily discernible.

B. The audio portion of the inspection report shall include the location or identification of the section, the manhole-to-manhole or inlet-to-inlet direction of travel, and the distance traveled on the specific run encountered. The inspection camera equipment shall be on the specific run encountered. Continuously connect the inspection camera equipment to the television inspection or monitoring equipment. The recording and monitoring equipment shall have the built-in capability to allow the Owner to instantly review both the audio and video quality of the recordings during the television survey. Playback speed shall be continuously adjustable from one-third normal speed for slow-motion viewing to normal playback speed.

C. The Contractor shall create separate MPEG files for each pipeline segment. In case of a reverse setup, store such inspection in a separate MPEG file. MPEG files shall be written to a computer flash drive for delivery to the Owner. Multiple MPEGs may exist on one computer flash drive. Each computer flash drive shall have the following information included as a minimum: Owner, Engineering Firm, Project Name, Date of creation, ID number, Pipeline Sections, and TVI Contractor’s firm name.

D. Name the MPEG files according to the following file specification: [Start Manhole Number]_[End Manhole Number]_[Month]_[Day]_[Year].mpg
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project E. The Owner reserves the right to refuse an MPEG on the basis of poor image quality, excessive bit rates, inconsistent frame rates, or any other characteristics that may affect usability by the Owner.

3.04 TELEVISION INSPECTION REPORTS
A. The Contractor shall prepare a television inspection report covering the television inspection work and the information acquired. Prior to beginning work, submit a sample hardcopy television inspection report to the Owner for review.

B. The Contractor shall report pipeline defects in accordance with the National Association of Pipeline Service Companies (NASSCO) program known as Pipeline Assessment and Certification Program (PACP). The Owner reserves the right to refuse any inspection report that does not comply with the PACP program. Manholes modified as part of the project shall be inspected in accordance with the NASSCO MACP.

C. The CCTV inspection operator shall be NAASSCO-certified. Prior to beginning work, the Contractor shall submit to the Owner the operator’s certification in NASSCO’s PACP and MACP. The Contractor shall not commence work until such certification is provided and accepted.

3.05 QUALITY CONTROL
A. The Contractor shall operate a quality control system that will effectively gauge the accuracy of inspection reports produced by the operator.

B. The Owner shall be entitled to audit the control system and be present when assessments of the pipeline integrity are being determined. When requested by the Owner in writing, the Contractor shall forward to the Owner sufficient details and information for such audit assessment. Should any report fail to achieve a margin that the Owner deems satisfactory, the Contractor, without any additional compensation, shall recode and resubmit any data or reports that the Owner deems necessary.

END OF SECTION
216
CURED-IN-PLACE PIPE LINING 330140-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 330140 CURED-IN-PLACE PIPE LINING
PART 1 - GENERAL

1.01 DESCRIPTION
This section describes Contractor requirements for design, material, and installation into existing sewers or storm drains of CIPP lining conforming to ASTM F1216.

Prior to rehabilitation of storm drain pipelines, the Contractor shall make linear or point repairs such that the storm drain can be rehabilitated by the CIPP process. The Contractor shall be responsible for providing access to both the upstream and downstream of each storm drain to be rehabilitated and repaired by the CIPP process.

CCTV data is available for select sewer and storm drain lines. The Contractor shall review the CCTV data prior to bid to understand the conditions of the sewers and storm drains including intermediate manholes, access drainage inlets, and storm drains with no direct inlet currently.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Traffic Regulation: 015526.

B. Sanitary Sewer and Storm Drain Systems Television Inspection: 330131.

1.03 QUALIFICATIONS
A. The following subcontractors or manufacturers are qualified to bid and construct this project:

Insituform Technologies, Inc.
9445 Ann Street
Santa Fe Springs, California 90670
562/946-0046
National Liner
Colich & Sons
547 West 140th Street
Gardena, California 90248
213/770-2920

1.04 SUBMITTALS
A. The Contractor shall submit shop drawings in accordance with the General Conditions and Section 013300 SUBMITTALS.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project B. The Contractor shall submit plans detailing how linear repairs and point repairs will be made in existing storm drain pipelines as needed for CIPP rehabilitation. The plans shall be approved a minimum of 14 days prior to the start of CIPP work.

C. The Contractor shall submit plans showing points of insertion and methodologies.

D. The Contractor shall submit certificates of compliance with design and test reports performed by a third party in accordance with applicable ASTM and specified test methods.

E. The Contractor shall submit design calculations for hydraulic capacity.

F. The Contractor shall submit certifications of the materials including the cell classification, grades, type of resins, glass fibers, and other materials used in the manufacture of the liner pipe.

G. The Contractor shall submit a certificate of "Compliance with Specifications" by the manufacturer for materials.

H. The Contractor shall submit liner size, thickness calculations, liner and resin materials, and resin manufacturer's heating requirements. Submit complete calculations including list of parameters, formulas, and other data that are necessary for the design of the liner pipe. Include soil loads, live loads, hydrostatic loads, pipe stiffness (PS), standard dimension ratio (SDR), pipe wall crushing strength, initial and long-term (50 years) values of pipe deflection, pipe bonding strain, hydrostatic collapse resistance, and constrained buckling strength. Submit drawings showing the cross-sectional profile of the liner pipe wall.

I. The Contractor shall submit manufacturer's installation instructions including recommendations for transportation, storage, temperature control, handling, inserting, curing, trimming, and finishing. Submit a written description of the resin curing temperatures versus time (step cooking temperatures/hours at initial, intermediate, and final stages) depending upon the sewer size, length, and liner thickness.

J. The Contractor shall submit the selected curing temperature and expected duration of curing time required to ensure proper curing and submit written concurrence from the CIPP liner manufacturer of the curing temperature, temperature monitor procedures, and duration of curing time.

K. The Contractor shall submit a plan that details source of water to be used, pipeline locations, and discharge location.

L. The Contractor shall submit for the Owner's review a detailed description of special construction requirements and/or modifications to the CIPP installation process that may be required because of the curved pipe segments.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project M. The Contractor shall submit written description of the methods and equipment proposed for repairs to the host conduit such as missing pipe, offset joints, protrusions, or other deformities to complete the CIPP rehabilitation of the host conduit. Such repairs shall be in accordance with the CIPP liner manufacturer's recommended written procedures and techniques.

N. The Contractor shall submit written descriptions of the methods and equipment for the repair of defects in the CIPP liner observed during the post installation inspection.

O. The Contractor shall submit plans and written descriptions for traffic control, bypass pumping, pre-insertion cleaning, and pre/postinsertion CCTV inspection.

P. The Contractor shall submit results of post-installation resin and liner sample analyses to confirm installed liner meets the design requirements of these construction documents.

Q. Modification of the liner thickness or other properties to meet varying site conditions shall be incidental to the unit price bid amount stated in the Proposal.

PART 2 - MATERIALS

2.01 CIPP SYSTEM
A. Sewer Installation: The materials shall be inert to attack by domestic sewage and shall be suitable for use in an underground sewer environment. The installed material shall be light-colored or white to facilitate CCTV inspection.

B. The Contractor shall manufacture the material in such a manner to produce a tight-fitting liner after installation. There shall be no measurable continuous annular space between the outside diameter of the new liner and the existing host pipe.

C. Resin-impregnated tube liner material shall consist of one or more layers of flexible needled felt or an equivalent woven or nonwoven material, capable of carrying resin and withstanding installation pressures and curing temperatures. The material shall be able to stretch to fit irregular pipe sections and negotiate bends. The outside layer of the tube shall be plastic coated with a material compatible with the resin system used.

D. The resin-impregnated flexible felt tube liner shall be cured by circulating heated water or steam to effect the desired cure throughout the length of the tube, extending full length from manhole to manhole(s). The resin shall be cured into a hard, impermeable pipe of the minimum specified thickness, providing a structurally sound, uniformly smooth interior and tight-fitting liner within the existing pipe.

2.02 MATERIALS
Material shall meet the following requirements:
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CURED-IN-PLACE PIPE LINING 330140-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project Design Criteria Value
Flexural Modulus (minimum) per ASTM D790 300,000 psi
Flexural Strength (ASTM D790 and D2290) 4,500 psi
Long-Term Modulus of Elasticity for CIPP (psi) 50% of Flexural Modulus Safety Factor 2.5
Tensile Strength (for pressure pipes only) (ASTM
D638)
3,000 psi

2.03 DESIGN
A. Design shall be in accordance with most current edition of ASTM F1216, Appendix X1 for "fully deteriorated pipe conditions" for gravity piping systems.

B. The Contractor shall determine the thickness of the CIPP liner as the minimum thickness required to meet the design structural requirements for both internal and external loadings, excluding any sacrificial membranes or other materials that may be used for protection of the product during installation.

C. Design information is shown in the table below:

Design Criteria Value
Internal Pressure (psi) 5
Maximum Fluid Temperature 80°F
Minimum Fluid Temperature 40°F
Mean Diameter (inches) Per Plan
Ovality (percent) 2
Height of Water Above Top of Pipe (feet) 4
Maximum Soil Cover (feet) 15
Soil Density (lbs/cu ft) 120
Modulus of Soil Reaction (psi) 1,000
Minimum Liner Tube Thickness (inches) 0.14
D. These criteria yield an in-place wall thickness requirement. The Contractor shall provide allowances for any circumferential stretching, polymerization shrinkage, and resin migration that may occur.

E. It is the Contractor's responsibility to check the sewer size and length prior to manufacturing. The Contractor shall modify the liner thickness and other properties to suit the site conditions.
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2.04 LINER TUBE
A. The liner tube shall consist of one or more layers of flexible needled felt or an equivalent nonwoven and/or woven material capable of carrying resin, withstanding installation pressures, and curing temperatures, and is compatible with the resin system used. The Contractor shall fabricate the liner tube to a size that, when installed, will fit the internal circumference of the existing sewer without any annular space between liner and walls of the host pipe. Make allowances for circumferential stretching due to insertion of liner and deterioration of existing pipe walls. Fabricate liner felt layers in a manner to maintain uniform thickness.

B. The Contractor shall fabricate the liner from a material which, when cured, will be chemically resistant to withstand internal exposure to sewage gases containing hydrogen sulfide, carbon monoxide, methane, petroleum hydrocarbons, saturation with moisture, and diluted sulfuric acid.

C. The Contractor shall calculate the CIPP wall thickness for each diameter based on a factor of safety of 2.5:1 using the standard polyester resin. The thickness shall be rounded to the next highest multiple of 1.5 mm after adding an allowance of 5% to the design thickness for resin migration.

D. The Contractor shall design the CIPP per ASTM F1216, Appendix X1, with the following additional requirements:

1. Maximum SDR 35 in accordance with ASTM F1216.

2. External Buckling Design: Where the CIPP is designed as a stand-alone pipe, a fully deteriorated condition, acceptable third-party testing, and verification of design analysis techniques (ASTM F1216, Section X1.2.2) shall be submitted by each manufacturer and/or CIPP product. This testing requirement can be accomplished with soil box testing.

E. The Contractor shall verify the lengths in the field before resin impregnation and installation of the tube.

F. Prior to insertion, the Contractor shall provide data on the maximum allowable stresses and elongation of the tube. Mark the exterior of the manufactured tube along its length at regular intervals not to exceed 5 feet. Use these marks as a gauge to measure elongation during insertion. Should the overall elongation of a reach exceed 5%, the liner tube shall be rejected and replaced.

G. Prior to insertion, the liner tube shall be free of visible tears, holes, cuts, foreign materials, dry spots, pinholes, delamination, and other defects. The Contractor shall repair defects that will affect the integrity or strength of the CIPP lining or replace the CIPP liner at no additional cost to the Owner. The method of repair shall maintain the full integrity of the liner.
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project

2.05 RESIN
A. The Contractor shall provide a thermosetting, polyester, vinyl ester, or epoxy resin, able to cure in the presence or absence of water, and a catalyst system compatible with the unimpregnated liner material that provides the cured physical and chemical resistance strengths specified. The initiation temperature for cure shall be as recommended by the resin manufacturer.

B. Resin shall not be affected by ultraviolet light and shall form no excessive bubbling or wrinkling during lining.

C. The resin system shall meet the requirements of ASTM F1216.

PART 3 - EXECUTION

3.01 DELIVERY, STORAGE, AND HANDLING
A. The Contractor shall exercise care during transportation, handling, storing, and installation of the CIPP lining to ensure that the material is not torn, cut, or otherwise damaged.

B. If any part or parts of the CIPP liner material becomes torn, cut, or otherwise damaged before or during installation, it shall be repaired or replaced before proceeding with further installation and at no additional cost to the Owner.

C. The Contractor shall handle and store the CIPP liner as recommended by the manufacturer to ensure installation in a sound, undamaged condition.

D. The Contractor shall follow the resin manufacturer's requirements for handling and storage of the resin prior to, during, and following impregnation of the tube.

3.02 PREINSTALLATION PROCEDURES
A. The Contractor shall notify the owners and residents of any homes or businesses whose service lateral will be affected by the lining work. Send written notice at least two weeks in advance of construction. In addition, deliver written notification to each such resident or business three days in advance of such lining work, further advising of the work.

Include in the notifications any restrictions on use of the sewage system facilities.

Describe exact days and hours when the sewer system cannot be used.

B. Before installing the liner, the Contractor shall clean and inspect the pipeline per Section 330131 Sanitary Sewer and Storm Drain Systems Television Inspection. Clear the pipeline of obstructions. Perform inspection by CCTV. Provide a copy of the inspection television tape to the Owner. Inspect the existing pipeline to determine the locations of conditions that may prevent proper installation of the tube, such as protruding service 222
CURED-IN-PLACE PIPE LINING 330140-7
2026 Sanitary Sewer and Storm Drain Rehabilitation Project taps, collapsed or crushed pipe, and reductions in cross section area of more than 40%.

Correct any such deficiencies noted.

3.03 INSTALLATION
A. The Contractor shall install the CIPP liner using an inversion process and hydrostatic head per the manufacturer's written recommendation and ASTM F1216.

B. The Contractor shall designate a location and notify the Owner where resin impregnation will take place. Use a vacuum impregnation process with a roller system designed to uniformly distribute the resin throughout the tube.

C. During insertion, the Contractor shall protect the new liner and the existing pipe and manholes from any damage that might result during the insertion process.

D. Equipment used to supply heat and pressure shall be capable of providing the necessary heat and pressure required for the installation condition.

E. To ensure proper heat distribution of rehabilitation systems using heat exchange methods and to prevent the creation of flat bottoms in the liner profile, the Contractor shall isolate the new liner system from inflow, infiltration, or standing water. Accomplish by temporarily stopping inflow and infiltration and removing standing water or by using a reinforced, flexible, preliner to isolate the new liner.

F. After the new liner is completely rounded, the Contractor shall cool it to a temperature specified by the manufacturer prior to relieving the internal pressure. In no case shall this temperature be in excess of 100°F.

G. The Contractor shall cut and trim the new liner at each end to conform to the inside manhole wall. If the liner fails to make a tight seal at the manhole wall, apply a sealant to the annular space.

H. The Contractor shall cut and trim the new liner in intermediate manholes or inlets, between the insertion and termination manholes or inlets, at each inside manhole wall or inlet. Seal the liner to the manhole wall or inlet with a sealant material.

3.04 RESIN IMPREGNATION
The quantity of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. The Contractor shall use a serial vacuum impregnation process (or equal) to provide maximum resin impregnation throughout the tube. Use a roller system to uniformly distribute the resin throughout the tube to ensure uniform wetting of the liner. If the CIPP does not fit tightly against the original pipe at its termination point(s), seal the space between the pipes by filling with a resin mixture compatible with the CIPP.
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3.05 CURING IN PLACE
A. After installation of the CIPP liner into the host conduit, the Contractor shall perform curing in accordance with the manufacturer's written recommendations. Ensure that the temperature and the period of time that the temperature is to be maintained shall be as determined by the resin/catalyst system employed and as recommended by the manufacturer. The curing of the CIPP liner shall consider the existing host conduit material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the soil).

B. The Contractor shall fit the heat source with monitors to accurately gauge the temperature of the incoming and outgoing heat source. Place another such gauge between the CIPP liner and the pipe invert at the removal end to determine the temperature during the curing process. The temperature in the CIPP-lined host conduit during the curing process shall be as recommended by the resin manufacturer. The length of time for allowing the curing process to be completed shall be of the duration recommended by the manufacturer, during which time the Contractor shall maintain the required temperature throughout the CIPP-lined host conduit. Provide temperature strip chart data to the Owner for review to ensure that curing temperatures for the resin meet the manufacturer's recommendations.

C. If cool-down is to be accomplished by the introduction of cool water or air into an inversion standpipe to replace the water or steam being drained from a small hole made in the downstream end, the Contractor shall cool the hardened pipe to a temperature below 100°F (38°C) before relieving static head in the inversion standpipe. Ensure that, in the release of static head, a vacuum will not be produced that could damage the newly installed CIPP liner.

D. The Contractor shall vent and/or exhaust noxious fumes or odors generated during and remaining after the curing process is completed. This process shall remain in place at all manholes, laterals, etc., until noxious odors have dissipated to an acceptable level in accordance with CAL/OSHA requirements for the materials used and there is no more air pollution or potential health hazard left to the general public or the construction workers.

E. The Contractor shall provide piping, pumps, valves, and other equipment to discharge curing water.

3.06 REINSTATEMENT OF SERVICES
A. The Contractor shall immediately reinstate live services after rehabilitation, testing, and acceptance of sewer lines. Inactive service lines to a vacant lot, vacant building, or to an occupied residence with more than one service line serving the property shall be defined as a “live” service and shall be reinstated. Locate live services prior to rehabilitation activities. Note each service connection by its size, position from a reference manhole, and orientation with respect to the circumference of the pipe. Reconnect from the interior of the sewer line by means of a television camera and a remote-controlled 224
CURED-IN-PLACE PIPE LINING 330140-9
2026 Sanitary Sewer and Storm Drain Rehabilitation Project cutting device. No excavation will be allowed. Holes cut through the rehabilitation liner shall be neat and smooth and shall match the bottom of the reinstated service line.

Reinstate the service opening to a minimum of 95% and a maximum of 100% of the service lateral pipe area. The new edge shall be crack free with no loose or abraded material. The seam between the host pipe and the new liner at the reinstated service shall be free of gaps, voids, or cavities and shall be no more than a hairline crack. Any gaps, voids, or cavities at this joint shall be grouted with a packer and grouting system. Seal gaps between the liner and the service by internal methods prior to the postconstruction televising.

B. The Contractor shall provide a fully operational backup device for reinstating service laterals. If for any reason the remote cutting device fails during the reinstatement of a service lateral, immediately deploy the standby device to complete the reinstatement.

The backup device shall be fully functional without requiring removal of parts from the primary device. The backup equipment shall be onsite throughout the reinstatement process.

3.07 FIELD TESTING
A. For each inversion length of CIPP liner, the Contractor shall prepare one sample from a section of the cured liner at the crossing or termination point in accordance with ASTM F1216. Samples shall be large enough to provide a minimum of three specimens.

B. The Contractor shall test the samples for flexural, tensile, and delamination properties.

Flexure properties shall be tested in accordance with ASTM D790 and shall meet the requirements of Table 1 in ASTM F1216. Tensile properties for pressure pipe conditions shall be tested in accordance with ASTM D638 and shall meet the requirements of Table 1 in ASTM F1216. Test for delamination in accordance with ASTM D903 as set forth in Section 8.4 of ASTM F1216.

3.08 INSPECTION
A. Inspection of the finished CIPP liner shall be by CCTV. Television inspection of the liner shall be in accordance with Specification 330131 Sanitary Sewer and Strom Drain Systems Television Inspection and Standard Specifications for Public Works Construction, Section 500-1.1.5. No infiltration of groundwater shall be observed.

B. The finished liner shall be continuous between manholes or inlets and shall be free from visual defects such as foreign inclusions, reverse curvatures, flats, dry spots, pinholes, and delamination. Visual inspection shall be accomplished by review of postrehabilitation CCTV. Should defects occur, the entire liner between manholes or inlets shall be removed and replaced at no cost to the Owner.

C. In the event the Owner, based on review of post-installation CCTV video, has reasonable cause to suspect that any annular space exists between the liner and the host pipe, the Contractor shall excavate and expose the existing sewer or storm drain and remove the existing host pipe such that confirmation of the suspected annular space can be made. If an annular space equal to or greater than 5% of the pipe diameter is determined to exist, 225
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2026 Sanitary Sewer and Storm Drain Rehabilitation Project it shall be repaired in a manner approved by the Owner at no additional cost to the Owner. If it is determined that no annular space exists, the Contractor shall be reimbursed in accordance with the General Conditions.

D. The maximum allowable size of wrinkle or bulge as shown in the inspection shall not exceed 1/4 inch in the crown or wall of the pipe. No wrinkles will be allowed in the invert of the pipe. The Contractor shall be responsible to remove wrinkles in excess of the limits identified.

3.09 POST-CONSTRUCTION INSPECTION
The Contractor shall perform a post-construction inspection by CCTV immediately following the completion of the project. Provide a copy of the inspection television tape to the Owner. Repair or replace any sections of the liner that have wrinkled or bulged.

Repair or replace any sections of the liner that show an annular space greater than that specified above. Correct any improperly reinstated service laterals.

END OF SECTION
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PVC GRAVITY SEWER AND STORM DRAIN PIPE 333112-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 333112 PVC GRAVITY SEWER AND STORM DRAN PIPE
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes Contractor requirements for materials, installation, and testing of all pipe to be installed by open cut construction - PVC gravity sewer or storm drain pipe conforming to ASTM D3034.

1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Trenching, Backfill, and Compaction: 312316

1.03 SUBMITTALS
A. The Contractor shall submit shop drawings in accordance with the General Conditions and Section 013300.

B. The Contractor shall submit reports on testing per ASTM D3034 (pipes 6 inches through 15 inches and ASTM F477.

PART 2 - MATERIALS

2.01 PVC MATERIAL
Additives and fillers, including stabilizers, antioxidants, lubricants, colorants, etc., shall not exceed 10 parts by weight per 100 of PVC resin in the compound.

2.02 PIPE
A. Pipe 4 through 15 inches shall conform to ASTM D3034, SDR 26.

2.03 JOINTS
The Contractor shall provide elastomeric gasket joints of the push-on type, conforming to ASTM D3212.

2.04 GASKETS
Gaskets for push-on joints shall conform to ASTM F477.

2.05 FITTINGS
A. Fittings for pipe 4 through 15 inches shall conform to ASTM D3034, SDR 26. 227
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3.01 LABORATORY TESTING
A. The Contractor shall conduct tests required in ASTM D3034 or F789 and F477.

B. The acceptable rates of failure for quality control tests shall be as follows:

1. Outer Diameter: 0%.

2. Minimum Wall Thickness: 0%.

3. Other Dimensions: 0%.

4. Flattening: 0%.

5. Impact: Six of six samples must pass; if one fails, test six more; all six must pass.

3.02 INSTALLING PVC GRAVITY PIPE
A. The Contractor shall install in accordance with Section 312316 Trenching, Backfill, and Compaction, ASTM D2321, and as described below.

B. Pothole existing underground utilities adjacent to and crossing the path of the pipe to confirm location and depth per Section 023219 Potholing.

C. Pipe shall not deviate more than 1 inch from line or 1/4 inch from grade. Measure for grade at the pipe invert.

D. Minimum bedding thickness shall be 4 inches.

E. Lay pipe without break, upgrade from structure to structure, with the socket ends of the pipe upgrade.

F. Do not use the pipe as a drain for removing water that has infiltrated into the trench.

G. After joint assembly, bring the bedding material up to pipe spring line. Place the bedding material on each side of the pipe. Tamp the bedding material into final position at pipe spring line and continue to the top of the pipe. Relative compaction shall be in conformance with the Plans.

H. Then place bedding material to 0.5 foot above the top of the pipe and compact to the same relative compaction as in the pipe zone per the Plans.

I. Do not use hydro-hammers to compact bedding or backfill. 228
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3.03 INSTALLING PIPE AT MANHOLES OR INLETS
A. The Contractor shall install pipes at manholes or inlets per the plan details.

B. The Contractor shall place a 2-foot PVC length of pipe of the same inside diameter as the adjoining pipe at the inlet and outlet to each manhole or structure. Use one of the following methods:

1. Directly cast a manhole coupling into the manhole base. Provide rubber-ring gasket in the coupling.

2. Stretch a rubber-ring gasket around the pipe to serve as a water stop when cast into the structure wall.

C. The Contractor shall not cast pipe bells into manholes or structures. Cut off the bell so that no recess or offset appears on the exposed face from the inside wall of the pipe to the outside wall of the pipe. The pipe shall have a plain end, flush with the inside wall of the manhole or structure, or as shown in the drawings.

D. Where reconstruction of the manhole base is necessary to permit installation of a new sewer main into an existing manhole, the Contractor shall make the installation by cutting a trench through the existing concrete base of the manhole. The width of the trench shall be wide enough to permit placement of the pipe. Where possible the pipe will be laid through the manhole and the top cut out to the springline after the concrete in the base has set.

If earth is exposed during channel demolition, the Contractor shall excavate to minimum 8” below invert. Connect to existing base with dowels.

END OF SECTION
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HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 333118 HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Furnish and install all piping to be installed by the pipe bursting method, including fittings and accessories as shown on the Drawings, described in the Specifications, and as required to completely interconnect all piping for a complete and operable systems. Also repair of upsized manhole openings to provide a permanent, watertight connection between the pipe and manhole structure. The Contractor shall reform and reconstruct manhole benching and channels for upsized piping.

B. Related Sections:

1. Section 023219: Potholing

2. Section 025400: Sewer Bypassing

3. Section 312316: Trenching, Backfilling, and Compacting

4. Section 333119: Pipe Bursting

1.02 REFERENCES
A. American Society of Mechanical Engineers (ASME)
B. ASTM International (ASTM)

1.03 SUBMITTALS
A. Submit in accordance with Section 013300.

B. Potholing Report: Verify by excavation, inspection and measurement all installation conditions, including existing utilities and structures, for buried pipe before preparation of Shop Drawings in accordance with Section 023219. Submit field measurements, elevations, station locations, and photos.

C. Submit a detailed de-beading plan in conformance with ASTM D2657.

D. Shop Drawings:

1. Submit data to show that the following items conform to the Specification requirements:
231
HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project a. Pipe, fittings, tracer wire, and accessories.

2. Submit certified test reports as required herein and by the referenced standard specifications.

3. The Contractor shall submit catalog cuts, specifications, dimensioned drawings, installation details and sketches, and other pertinent information for the HDPE pipe installation work. All materials provided shall be in full accordance with the requirements of the reference specifications specified above.

4. The Contractor shall verify with the pipe manufacturer all connection details.

5. The Contractor shall submit detail drawings and a written description of the construction procedure to install pipe.

1.04 QUALITY ASSURANCE
A. All materials and equipment furnished under this Section shall: (1) be of a manufacturer who has been regularly engaged in the design and manufacture of the materials and equipment for at least 5 years; and (2) be demonstrated to the satisfaction of the Engineer that the quality is equal to the materials and equipment made by those manufacturers specifically named herein, if an alternate product manufacturer is proposed.

B. Factory Quality Control: The Contractor shall test all products as noted herein and by the reference specifications.

C. Quality assurance procedures shall be performed by the pipe manufacturer fully in accordance with the requirements of this specification. The certification shall include certified laboratory data confirming that said tests have been performed on a sample of the pipe to be provided under this contract, or pipe from that production run, and that satisfactory results were obtained.

D. Field Quality Control:

1. The Contractor shall:
a. Perform leakage tests.
b. Be responsible for the costs of additional inspection and retesting by the Owner resulting from noncompliance.

1.05 POTHOLING (CHECK ON LOCATIONS)
A. Do not prepare any shop drawings for, or make final order for, or design any pipe materials for any particular section of pipeline until all utilities in that section of 232
HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project pipeline have been exposed until such time as no interferences are found between said existing utilities and the proposed pipeline alignment. If interferences are found in any particular section of pipeline, do not prepare any shop drawings for, or make final order for, or design any pipe materials for that particular section of pipeline until the pipeline alignment has been modified by the Engineer to eliminate all such interferences.

1.06 CONSTRUCTION SCHEDULING/SEQUENCING
A. Construction under this Contract involves expansion and/or modification of the existing sewer system which must continue to provide service during construction.

B. All work under this Contract shall be conducted in a manner which will minimize shutdowns, open roadways, or traffic obstructions caused by the construction.

Shutdowns causing damage to adjacent public and private property shall not be permitted, and any damage resulting shall be the sole responsibility of the Contractor.

PART 2 - PRODUCTS

2.01 GENERAL
A. Pipe sizes are nominal inside diameter unless otherwise noted.

B. All materials delivered to the job site shall be new, free from defects, and marked to identify the material, class, and other appropriate data such as thickness for piping.

C. Acceptance of materials shall be subject to strength and quality testing in addition to inspection of the completed product. Acceptance of installed piping systems shall be based on inspection and leakage tests as specified hereinafter.

2.02 PIPING MATERIALS
A. Pipe Materials: New sewer mains shall be high density polyethylene (HDPE) pipe iron pipe size (IPS) that utilizes a coextruded light color interior surface to enhance CCTV inspection of the pipeline, or entire pipe shall be a light-colored material.

B. HDPE:

1. Pipe: High molecular weight, high density, polyethylene pipe, ASTM D3350. a. Cell Classification: 345434C
b. Submit manufacturer’s certification that pipe complies with the Specifications.
c. Interior of pipe shall include a layer of white or grey HDPE. d. Manufacturer: CAMCORE by WL Plastics or approved equal 233
HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project e. Wall thickness, DR 17 minimum.
f. Pipe shall be IPS.

2. Joints: Butt fusion, ASTM D2657.
a. Butt Fusion Joints: The tensile strength of the joint at yield shall not be less than the pipe. Joints shall be made with equipment acceptable to the manufacturer. The equipment operators shall have been trained by certified fusion technicians. Submit description of the equipment and methods for favorable review.
b. Quality Control Submittals:

1. HDPE Pipe, Butt-Fusion Welded Joints:
a. The Contractor shall provide written verification that personnel using the fusion joining equipment are trained in the skills necessary for the correct joining of HDPE pipe to the
satisfaction of the pipe supplier. Certification of the training shall be provided from the certified representative of the pipe manufacturer.
b. Fusion equipment shall be operated only by technicians who have been certified by the pipe manufacturer or supplier and who have a minimum of five (5) years of experience fusion welding 18-inch or larger diameter pipelines and similar DR as that specified for this project on a minimum of five projects. The technician's experience shall be documented in the HDPE pipe submittal, including a current (within the past three years) training certificate.
c. The Contractor shall perform trial fusion welds and submit samples to the Engineer for review prior to installation of the pipe. Trial joints shall be destructively tested by bent strap testing or ultrasonic testing. Cost of testing shall be paid by Contractor at no additional cost to Authority. Testing shall be witnessed by the Engineer. Full penetration welds shall provide a homogeneous material across the cross section of the weld.

The fusion machine and technicians employed for the trial welds shall be the same utilized for the installation work. d. Quality assurance procedures certified by the pipe manufacturer to be in full accordance with the requirements of this
Specification shall be submitted by the Contractor.
e. Certified reports for each fusion joint. Submit certified reports 234
HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project within 24 hours of making each joint. Joints for which proper records cannot be produced are subject to rejection. Reports shall include the following minimum information that is clearly legible using both text and graphics as appropriate for the information presented:
1) Project name.
2) Pipe fusing contractor company name.
3) Make and model of fusing machine and data logger plus a unique identifier for the actual machines used, e.g., serial numbers.
4) Pipe data including size, dimension ratio,
manufacturer, plant identification and production
date.
5) Date and time of day when fusing starts and ends.
6) Unique identifier for each joint that correlates with an identifier physically marked on the pipe wall.
7) Approximate stationing of joint at joint’s final installation location.
8) Name of fusing machine technician responsible for fusion ofjoint.
9) Both heater plate surface temperature and hydraulic
pressure vs. time. Time plot shall be concurrent for both temperature and pressure.
10) Profiles at a number of locations sufficient to indicate that joining was correctly or incorrectly performed.

2. Certification. The Contractor shall furnish a certified affidavit of compliance for all HDPE pipe and fittings furnished confirming that the materials supplied fully conform to the requirements specified herein.

3. Certifications of Calibration: Approved testing laboratory certificate if pressure gauge for hydrostatic test has been previously used. If pressure gauge is new, no certificate is required.

4. Quality assurance procedures shall be performed by the pipe manufacturer fully in accordance with the requirements of this specification. The certification shall include certified laboratory data 235
HDPE PIPING AND ACCESSORIES FOR PIPE BURSTING 333118-6
2026 Sanitary Sewer and Storm Drain Rehabilitation Project confirming that said tests have been performed on a sample of the pipe to be provided under this contract, or pipe from that production run, and that satisfactory results were obtained.

2.03 PIPE COUPLINGS
A. General: For typical pipe joints refer to pipe material specifications. Other joint devices shall be furnished where called for as specified below.

B. Gravity Main Transition Couplings: Transition couplings shall be shielded, high performance sewer repair couplings, in conformance with ASTM C1173. Couplings shall be designed to slip over the outside of the pipes being connected with a snug fit. Coupling shall be held in place and sealed with stainless-steel components.

Couplings shall be specifically manufactured for making the transition between various types of pipe with different outside diameters. Gripper Gasket Max Adaptor; or equal.

C. Manhole Adaptors: Manhole adaptors shall be SBR rubber manhole waterstops for use with PVC and HDPE sewer pipe, Fernco, or equal.

2.04 APPURTENANCES
A. Furnish and install all necessary guides, inserts, anchors and assembly bolts; washers and nuts, hangers, supports, gaskets, and flanges; all other appurtenant items shown on the Drawings, specified or required for the proper installation and operation of the piping; devices included in or on the piping equipment; and piping accessories.

2.05 TRACER WIRE
A. Furnish and install high tensile strength, 50-mil HDPE insulated copper clad steel tracer wire suitable for pipe bursting construction. Minimum ultimate tensile strength, 4,700 lbs.

B. Color shall be green for sewer.

C. Tracer wire shall be SoloShot Xtreme CCS Tracer Wire,by Copperhead or approved equal.

PART 3 - EXECUTION

3.01 FLOW CONTROL
A. Divert sewage flows and storm water around all sewer work in accordance with Section 025400.
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3.02 PIPING INSTALLATION
A. General Handling and Placing:

1. Exercise great care to prevent injury to or scoring of the pipe lining and coating, as applicable, during handling, transportation or storage. Pipe shall not be stored on rough ground and rolling of the pipe on the coating will not be permitted. Repair any damaged pipe sections, specials, or fittings or replace at the direction of the Engineer.

2. Inspect each pipe, fitting and accessory carefully before installation. Inspect the interior and exterior protective coatings and patch all damaged areas in the field or replaced at the direction of the Engineer.

3. Place all piping to accurate line and grade and backfill as specified or shown on the Drawings, or as required for proper installation. Remove all dirt and foreign matter from the pipe interior prior to installation and thoroughly clean all joints before joining.

4. Use reducing fittings where any change in pipe size occurs. Bushings shall not be used, unless specifically noted on the Drawings. Use eccentric reducing fittings wherever necessary to provide free drainage of lines.

B. General Buried Piping Installation by Open Trench:

1. Trenching, bedding, and backfill for buried piping shall be as shown on the Drawings and Section 312316.

2. Where no grade elevations are shown on the Drawings, buried piping shall have at least 3 feet of cover. Where pipe grade elevations are shown on the Drawings, install the pipe with straight grades between the indicated elevations.

3. Provide each pipe with a firm, uniform bearing for its full length in the trench except at field joints. Do not lay pipe in water or when trench conditions or weather are unsuitable for such work.

4. Do not pull bell and spigot, gasketed joints more than 75% of the maximum deflection permitted by the pipe manufacturer.

5. Tracer wire shall be provided for installation on pipe segments in accordance with City standards on all sewer.

6. For pipelines installed using the pipe bursting method, a high tensile strength tracer wire shall be provided by the Contractor.
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3.03 FIELD QUALITY CONTROL
A. Factory Quality Control: The Contractor shall test all products as required herein and by the reference specifications.

B. The Contractor shall:

1. Perform leakage tests.

2. Be responsible for the costs of additional inspection and retesting by the Owner resulting from non-compliance.

3. De-bead all joints in accordance with ASTM D2657, Owner Standard Specifications, and Specification Section 333118.

3.04 CLEANING
A. Prior to testing, the inside of each completed pipeline shall be thoroughly cleaned of all dirt, loose scale, sand, and other foreign material. Cleaning shall be by sweeping, flushing with water internal cleaning device or "pig”, or blowing with compressed air, as appropriate for the size and type of pipe. Flushing shall achieve a velocity of at least 3 feet per second. The Contractor shall install temporary strainers, temporarily disconnect equipment, or take other appropriate measures to protect equipment while cleaning piping. Cleaning shall be completed after any pipeline repairs.

3.05 LEAKAGE TESTS
A. Leak test in accordance with Section 330130.

3.06 TESTING FOR ALIGNMENT AND GRADE
After the pipe has been installed, tested for leakage, backfilled to existing grade, and manholes raised to grade and resurfaced, “ball” the pipe from manhole to manhole with a sewer scrubbing ball. After balling the pipe, perform the following:

A. Perform television inspection per Section 330131. If deficiencies are observed, the Owner will note defect requiring correction. Upon completing the corrective work, notify the Owner; the Contractor shall re-televise the affected portion of the pipeline system and provide the video to the Owner for review.

END OF SECTION
238
PIPE BURSTING 333119-1
2026 Sanitary Sewer and Storm Drain Rehabilitation Project SECTION 333119 PIPE BURSTING

1.01 SUMMARY
A. Section includes: Rehabilitation of existing sanitary sewer via the pipe bursting method.

Pipe bursting is a trenchless system by which a bursting unit splits existing pipe while simultaneously installing a new pipe of the same size or larger where the old pipe existed.

B. Related Sections:

1. Section 312316: Trenching, Backfilling, and Compaction

2. Section 025400: Sewer Bypassing

3. Section 333118: HDPE Piping and Accessories for Pipe Bursting

1.02 REFERENCES
A. ASTM International (ASTM)

1.03 SUBMITTALS
A. Submit in accordance with Section 013300.

B. Shop Drawings:

1. Submit data to show that the following items conform to the Specification requirements:
a. Pipe, fittings, and accessories.

2. Submit certified test reports as required herein and by the referenced standard specifications.

3. Submit a detailed drawing and written description fully describing construction procedures and sequences. This information will include locations for insertion and receiving pits, method for disconnection and reconnection of the sewer service lateral connections, and details for installing new service laterals.

4. Submit complete calculations including lists of parameters, all formulas, and other data showing the design of the new pipe, required pulling force, and equipment selection and compatibility with the anticipated conditions. 239
PIPE BURSTING 333119-2
2026 Sanitary Sewer and Storm Drain Rehabilitation Project C. Certifications: Certification of workmen training as required herein.

1.04 QUALITY ASSURANCE
A. HDPE Pipe, Butt-Fusion Welded Joints:

1. The Contractor shall provide written verification that personnel using the fusion joining equipment are trained in the skills necessary for the correct joining of HDPE pipe to the satisfaction of the pipe supplier. Certification of the training shall be provided from the certified representative of the pipe manufacturer.

2. Fusion equipment shall be operated only by technicians who have been certified by the pipe manufacturer or supplier and who have a minimum of five (5) years of experience fusion welding 8-inch or larger diameter pipelines and similar DR as specified for this project on a minimum of five projects. The technician's experience shall be documented in the HDPE pipe submittal, including a current (within the past three years) training certificate.

3. The Project Superintendent and pipe bursting machine operator are required to have at least two (2) years of pipe bursting experience using the similar type of equipment required for this project.

4. The Contractor shall perform trial fusion welds and submit samples to the Engineer for review prior to installation of the pipe. Trial joints shall be destructively tested by bent strap testing or ultrasonic testing. Cost of testing shall be paid by Contractor at no additional cost to the City. Full penetration welds shall provide a homogeneous material across the cross section of the weld. The fusion machine and technicians employed for the trial welds shall be the same utilized for the installation work.

5. Quality assurance procedures certified by the pipe manufacturer to be in full accordance with the requirements of this Specification shall be submitted by the Contractor.

6. Certifications of Calibration: Approved testing laboratory certificate if pressure gauge for hydrostatic test has been previously used. If pressure gauge is new, no certificate is required.

7. Certified reports for each fusion joint. Submit certified reports within 24 hours of making each joint. Joints for which proper records cannot be produced are subject to rejection. Reports shall include the following minimum information that is clearly legible using both text and graphics as appropriate for the information presented:
240
PIPE BURSTING 333119-3
2026 Sanitary Sewer and Storm Drain Rehabilitation Project a. Project name.
b. Pipe fusing contractor company name.
c. Make and model of fusing machine and data logger plus a unique identifier for the actual machines used, e.g., serial numbers.
d. Pipe data including size, dimension ratio, manufacturer, plant identification and production date.
e. Date and time of day when fusing starts and ends.
f. Unique identifier for each joint that correlates with an identifier physically marked on the pipe wall.
g. Approximate stationing of joint at joint’s final installation location. h. Name of fusing machine technician responsible for fusion of joint. i. Both heater plate surface temperature and hydraulic pressure vs. time. Time plot shall be concurrent for both temperature and pressure. j. Profiles at a number of locations sufficient to indicate that joining was correctly or incorrectly performed.

B. All materials and equipment furnished under this Section shall: (1) be of a manufacturer who has been regularly engaged in the design and manufacture of the materials and equipment for at least 5 years; and (2) be demonstrated to the satisfaction of the Engineer that the quality is equal to the materials and equipment made by those manufacturers specifically named herein, if an alternate product manufacturer is proposed.

C. Field Quality Control:

1. The Contractor shall:
a. Perform leakage tests.
b. Be responsible for the costs of additional inspection and retesting by the Owner resulting from noncompliance.

1.05 POTHOLING (CHECK ON LOCATIONS)
A. Do not prepare any shop drawings for, or make final order for, or design any pipe materials for any particular section of pipeline until all utilities in that section of pipeline have been exposed and until such time as no interferences are found between said existing utilities and the proposed pipeline alignment. If interferences 241
PIPE BURSTING 333119-4
2026 Sanitary Sewer and Storm Drain Rehabilitation Project are found in any particular section of pipeline, do not prepare any shop drawings for, or make final order for, or design any pipe materials for that particular section of pipeline until the pipeline alignment has been modified by the Engineer to eliminate all such interferences.

1.06 CONSTRUCTION SCHEDULING/SEQUENCING
A. All work under this Contract shall be conducted in a manner which will minimize shutdowns, open roadways, or traffic obstructions caused by the construction.

Shutdowns causing damage to adjacent public and private property shall not be permitted, and any damage resulting shall be the sole responsibility of the Contractor.

1.07 PRE-INSTALLATION PROCEDURES
A. Cleaning – Prior to pipe bursting operations, the Contractor shall thoroughly clean the existing sewer pipe. The cleaning shall constitute removal of all debris, solids, roots and other deposits in the existing sewer system.

B. Pre-Inspection and Measuring of Service Connections – The Contractor shall inspect the existing sewer pipe immediately before the pipe bursting operation to assure that the existing pipe conditions are acceptable for the installation. The Contractor shall also create a log as well as video documentation with exact measurements of each service connection in the sewer pipe, in order to re-connect the service connections after the installation. The service connection log shall at least state the exact distance from the manhole wall to the middle of each service connection, the manhole number from where the measurement has been taken and the location of the service connection {i.e. 9 o'clock, 11 o'clock etc.) PART 2 - PRODUCTS

2.01 GENERAL
A. Pipe sizes are nominal inside diameter unless otherwise noted.

B. All materials delivered to the job site shall be new, free from defects, and marked to identify the material, class, and other appropriate data such as thickness for piping.

2.02 PIPING MATERIALS
A. Pipe Materials shall be per Section 333118.

B. Service laterals: All existing service laterals shall be reconnected to the new HDPE sewer line and replaced to a minimum of 3-feet from the new sewer main and tested. Connection of the new service lateral to the mainline shall be accomplished 242
PIPE BURSTING 333119-5
2026 Sanitary Sewer and Storm Drain Rehabilitation Project by means of a fusible HDPE wye connection, or electrofusion branch saddle as shown on the drawings.

C. Joints: Pipe shall be joined by butt fusion as specified in Section 333118. The interior joints shall be de-beaded.

PART 3 - EXECUTION

3.01 FLOW CONTROL
A. Divert sewage flows and storm water around all sewer work in accordance with Section 025400.

3.02 GENERAL
A. The Contractor shall protect existing and new facilities including trees, fences, utilities, road pavement, and private property from damage by forces generated by the pipe bursting and supporting equipment. Any damage to the existing facilities that result from the pipe bursting operation shall be the responsibility of the Contractor. If it is found that the damage is a result of the pipe bursting operation, the cost to repair or replace the damaged facility shall be the responsibility of the Contractor.

3.03 PREPARATION
A. All sewer service connections shall be located by the pre-construction video and marked prior to commencing any pipe bursting operation and pipe insertion. Upon commencement, pipe insertion shall be continuous and without interruption from one manhole to another, except as approved by the Engineer. Upon completion of the insertion and installation of the new pipe, the Contractor shall expedite the reconnection of lateral service connections to minimize inconvenience to the citizens/customers.

B. Contractor shall determine the location of any obstacles to bursting the existing pipe, such as steel repair collars or steel reinforcement, by electromagnetic induction, magnetic susceptibility, research of repair records, video inspection, and/or other methods.

3.04 HANDLING AND STORAGE
A. The Contractor shall exercise special care during unloading, handling and storage of all polyethylene pipe to ensure that it is not cut, gouged, scored, or otherwise damaged. Any pipe segment with pipe wall cuts exceeding 10 percent of the wall thickness shall be cut out and removed from the site at the Contractor’s expense.

The pipe shall be stored in such a manner that it is not deformed axially or circumferentially to the extent that it may hinder pipe installation. After unloading any pipe material ordered to the project site and before installing the pipe, the Contractor shall inspect all pipe to verify its condition. 243
PIPE BURSTING 333119-6
2026 Sanitary Sewer and Storm Drain Rehabilitation Project B. Polyethylene pipe without an ultraviolet inhibitor shall not be stored unprotected against the outside elements.

3.05 PIPE JOINING
A. The Contractor shall join the polyethylene pipe into continuous lengths on the job site. Pipe joining shall be accomplished through use of the butt fusion method and shall be performed in strict accordance with the pipe Manufacturer's recommendations and specifications. Fusion equipment used in the joining procedure shall meet all conditions recommended by the pipe Manufacturer, including, but not limited to, fusion temperature, alignment, and fusion pressure.

Electrofusion means, methods, and materials may be used for field closures where trench environment safely permits such utilization.

B. A fire-retardant bag or suitable enclosure shall be used with the heater plate to facilitate control of heating process and to protect the heater plate surfaces from dirt and other debris when not in use. The heater plate surfaces shall be cleaned regularly as needed to prevent accumulation of fusion welding residues or other substances that may result in faulty pipe joining.

C. Butt fusion shall conform to ASTM 02657 and pipe Manufacturer's criteria for the type of joining. Joint strength shall be equal or greater to the adjacent pipe.

D. The inside and outside of pipe ends shall be cleaned with a cotton or non-synthetic cloth to remove dirt, water, grease, and other foreign materials. The pipe ends shall be cut square, faced, and carefully aligned immediately prior to heating.

E. Upon achieving the proper melt pattern, the pipe ends shall be brought together in a firm, rapid motion applying sufficient pressure to form a pipe bead (1/8 inch to 3/16 inch in height) around and inside the entire circumference of the pipe.

F. Terminal sections of pipe that are joined within the insertion pit shall be connected with Central Plastics Electrofusion Couplings, or equal, or connectors with tensile strength equivalent or greater to the pipe being joined.

G. All joints shall be de-beaded along the interior of the pipe.

3.06 PIPE INSTALLATION
A. After the service connections have been located and marked by the Contractor the Contractor will excavate and expose so the Contractor can isolate all sewer service connections prior to replacing the existing sewer. Service Lateral excavation shall be performed in such as manner as to avoid humps in the new sewer due to unevenly distributed resistance on the sides of the exposed existing sewer.

B. Where practical, the Contractor may utilize existing manholes or insertion pits. If the Contractor for his convenience uses a manhole not designated for replacement, the Contractor will replace the manhole at his own expense. Manhole inverts, 244
PIPE BURSTING 333119-7
2026 Sanitary Sewer and Storm Drain Rehabilitation Project benches, and channels shall be removed to permit access for installation equipment as appropriate. When installing through an existing manhole, the input and output pipe openings shall be enlarged sufficiently to accommodate the maximum OD size of the pipe bursting device. At no time shall the bursting device and/or the installation process place undue stress on the existing manhole opening surface.

Benches and channels shall be reconstructed after the new pipe is in place.

C. The pipe bursting tool shall be designed and manufactured to force its way through existing pipe materials by cutting and fragmenting the pipe and compressing the old pipe sections into the surrounding soil as it proceeds. The bursting unit shall generate sufficient force to cut, burst, and expand the existing pipeline. The pipe bursting tool shall be pulled through the sewer by a winch located at the upstream manhole, or downstream manhole if authorized in writing by the Owner. The bursting unit shall pull the polyethylene pipe (PE) with it as it moves forward. The bursting head shall incorporate a shield/expander to prevent collapse of the hole ahead of the PE pipe. The pipe bursting unit shall be remotely controlled. The bursting action of the tool shall increase the external dimensions sufficiently, causing breakage of the pipe at the same time expanding the surrounding ground.

This action shall not only cut and break the pipe but also create the void into which the burster can be winched and enables forward progress to be made. At the same time the polyethylene pipe, directly attached to the sleeve on the rear of the burster, shall also move forward. The burster shall have its own forward momentum while being assisted by power winching. The power winch shall give the burster constant tension by which it can move forward. To form a complete operating system, the burster must be matched to a constant tension power winching system.

D. A winch shall be attached to the front of the bursting unit, connecting to or through the guide head. The winch shall provide a constant tension to the bursting in order that it may operate in an efficient manner. The winch shall have twin capstan with twin hydraulic drive motors and twin gear boxes for independent operation. In no case shall the winch cable storage spool be considered part of the twin capstan pulling system. The winch shall be hydraulically operated providing a constant tension throughout the operation. The winch shall be of the constant tension type but shall be fitted with a direct reading load gauge to measure the winching load.

The winch must automatically maintain a constant tension at a set tonnage reading.

The constant tension winch shall supply sufficient cable in one continuous length so that the pull may be continuous between approved winching points. The winch, cable and cable drum must be provided with safety cage and supports so that it may be operated safely without injury to persons or property. The Contractor shall provide a system of guide pulleys and bracing at the exit pit to minimize cable contact with the existing line between launch and exit pits. The supports to the trench shoring in the insertion pit shall remain completely separate from the winch boom support system and shall be so designed such that neither the pipe nor the winch cable shall be in contact with them. The Contractor shall secure the pipe to concrete structures or manholes after the pipe has been installed through the length of sewer being replaced. The Contractor shall install an Engineer approved water 245
PIPE BURSTING 333119-8
2026 Sanitary Sewer and Storm Drain Rehabilitation Project stop or flange adapter that is fused and seated perpendicular to the pipe axis, around the pipe exterior, and grouted into the structure wall to create a watertight seal at the manhole wall. The new pipe shall be installed to initially extend 12 inches inside the manhole opening. The structure or manhole connections shall be made a minimum of 12 hours after pipe insertion.

3.07 TESTING
A. Test pipe and lateral connections in accordance with Section 027700.

3.08 CONSTRUCTION METHOD
A. Equipment used to perform the work shall be located away from buildings so to minimize noise impact. Provide a silent engine compartment with the winch to reduce machine noise, as required to meet local codes and regulations.

B. The Contractor shall install all pulleys, rollers, bumpers, alignment control devices and other equipment required to protect existing manholes, and to protect the pipe from damage during installation. Lubrication may be used as recommended by the pipe and lubricant Manufacturers. Lubrication fluids shall be contained in stabilized mud pits or tanks. Lubrication fluids shall be removed and disposed of by the Contractor at no additional cost to the Owner. Under no circumstances will the pipe be stressed beyond 72 percent of polyethylene pipe Manufacturer's specified minimum yield strength. Winch line is to be centered in pipe to be burst with adjustable boom.

C. The installed pipe shall be allowed to cure for the Manufacturer's recommended amount of time, but not less than twelve (12) hours, for cooling and relaxation due to tensile stressing prior to any reconnection of service lines, sealing of the annulus or backfilling of the insertion pit. Sufficient excess length of new pipe, but not less than four (4) inches, shall be allowed to protrude into the manhole to provide for occurrence. Restraint of pipe ends shall be achieved by means of Central Plastics Electrofusion couplings or equivalent. The Electrofusion couplings shall be slipped over pipe ends against manhole wall and fused in place. Installation of Electrofusion couplings shall be done in accordance with the Manufacturers recommended procedures.

D. Following the relaxation period, the annular space shall be sealed. Sealing shall be made with non-shrink, watertight materials approved by the Engineer and shall extend a minimum of twelve (12) inches into the manhole wall in such a manner as to form a smooth, uniform, watertight joint. The terminating, pipe ends in manholes shall be connected by flexible coupling or PVC repair coupling or equivalent, to eliminate ground water infiltration. Installations of couplings shall be done in accordance with the Manufacturers recommended procedures.

3.09 SAGS IN LINE
A. Following installation of the new sewer main by pipe bursting, If the postinstallation video inspection reveals a sag in the existing sewer resulting in a 246
PIPE BURSTING 333119-9
2026 Sanitary Sewer and Storm Drain Rehabilitation Project standing water to a depth equal to or greater than 25% of the pipe interior diameter, the Contractor shall take necessary measures to eliminate the sag by digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade or by other measures that shall be acceptable to the Engineer.

3.10 FINAL CLEANING AND TELEVISION INSPECTION
A. Prior to final inspection and acceptance of the new pipe, the Contractor shall flush and clean the system by removing all accumulated construction debris, rocks, gravel, sand, silt, and other foreign material from the pipe.

B. After completion of the pipe installation service reconnecting, finish work at the manholes, and final cleaning, the sewer shall be televised in accordance with Section 330131. The post CCTV video shall be submitted to the Engineer or Owner for approval and acceptance of the sewer main.

END OF SECTION
247
PIPE BURSTING 333119-10
2026 Sanitary Sewer and Storm Drain Rehabilitation Project

THIS PAGE LEFT INTENTIANALLY BLANK
248

TITLE SHEET, VICINITY AND LOCATION

MAP, AND SHEET INDEX
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

2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
G-01
2026 SANITARY SEWER AND STORM

DRAIN REHABILITATION PROJECT
CITY CONTRACT NUMBER 2026-646

CITY OF BELMONT
MAY 2026

VICINITY MAP

NOT TO SCALE

SAN MATEO COUNTY, CALIFORNIA

CITY COUNCIL
MAYOR

VICE MAYOR

COUNCILMEMBERCOUNCILMEMBERCOUNCILMEMBER

JULIA MATES

CATHY JORDAN

ROBIN PANG-MAGANARIS

GINA LATIMERLO

TOM MCCUNE
STAFF

CITY MANAGERCITY ENGINEERCITY ATTORNEYCITY CLERK

AFSHIN OSKOUI

DENNY PHAN

SCOTT RENNIE

JOZI PLUT

APPROVED BY CITY COUNCIL ON
CITY ENGINEER: DENNY PHAN, PE


SHEET INDEX
SHEET NO. DRAWING NO. DESCRIPTION
1 TITLE SHEET, VICINITY AND LOCATION MAP, AND SHEET INDEX G-01 2 NOTES, ABBREVIATIONS, AND LEGEND G-02
3 MID-PENINSULA WATER DISTRICT SEPARATION WORK REQUIREMENTS AND NOTES G-03 4 SITE LOCATIONS AND SHEET LAYOUTS G-04
5 ESCONDIDO WAY C-01
6 EL VERANO WAY C-02
7 MAYWOOD DRIVE C-03
8 FERNWOOD WAY C-04
9 VALDEZ AVE C-05
10 LADERA WAY C-06
11 ALOMAR WAY C-07
12 5TH AVE AND CIVIC LANE C-08
13 O'NEILL AVE C-09
14 RESIDENTIAL ALLEY BETWEEN 5TH AND 6TH AVE AT BROADWAY C-10 15 HARBOR BLVD C-11
16 SUNNYSLOPE AVE C-1217 ARDEN LN C-13
18 SOUTH RD - MIDDLE RD AND NOTRE DAME PL C-14
19 COLLEGE VIEW WAY C-15
20 KORBEL WAY AND PHYLLIS CT C-16
21 HAINLINE DR C-17
22 MIDDLE RD C-18
23 DAVEY GLEN RD - 1 C-1924 DAVEY GLEN RD - 2 C-20
25 HARBOR BLVD C-21
26 MONROE AVE AND LYON AVE C-2227 WOOSTER AVE C-23
28 ARBOR AVE AND TERRACE DR C-24
29 DETAILS - 1 D-01
30 DETAILS - 2 D-02
31 DETAILS - 3 D-03

LOCATION MAP

NOT TO SCALE

FOSTER CITY

SAN MATEO
SAN
CARLOS

CITY OF BELMONT

UNINCORPORATED
AREA

REDWOOD CITY

CITY OF

BELMONT

SAN FRANCISCO BAY

PACIFIC OCEAN
*SEE DRAWING G-04 FOR PROJECT SITE LOCATIONS
249

NOTES, ABBREVIATIONS, AND LEGEND
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2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
G-02

GENERAL NOTES ABBREVIATIONS

AC ASPHALT CONCRETEADA AMERICAN DISABILITIES ACTAPN ASSESSOR'S PARCEL NUMBERAPPROX APPROXIMATEAPWA AMERICAN PUBLIC WORKS ASSOCIATION'ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSAVE AVENUE

BC BEGIN CURVEBFE BASE FLOOD ELEVATIONBM BENCHMARK
CCS CALIFORNIA COORDINATE SYSTEMCDF CONTROLLED DENSITY FILLCL CENTERLINECLSM CONTROLLED LOW-STRENGTH MATERIALCO. COUNTY OR SAN MATEO COUNTYCP CONTROL POINT D.I. DUCTILE IRONDIP DUCTILE IRON PIPEDISTRICT MID-PENINSULA WATER DISTRICTDR DIMENSION RATIODWG DRAWING

E EAST(ERN, ING)EC END CURVEELEV ELEVATION

FLG FLANGEDFM FORCE MAINFT FOOT (FEET)

GPM GALLONS PER MINUTEGRV GROOVED

H HORIZONTALHDD HORIZONTAL DIRECTIONAL DRILLINGHDPE HIGH DENSITY POLYETHYLENEHP HORSEPOWERHW HIGH WATERHWY HIGHWAY

IN INCH(ES)INV INVERT

LF LINEAR FEETMAG MAGNETICMAX MAXIMUMMIN MINIMUMMJ MECHANICAL JOINTMMRP MITIGATION MONITORING AND REPORTING PROGRAM

MPWD MID-PENINSULA WATER DISTRICTMUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH(ERN, ING)NAD83 NORTH AMERICAN DATUM OF 1983NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988NGS NATIONAL GEODETIC SURVEYNO NUMBERNPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM O.C. ON CENTERO.D. OUTER DIAMETEROSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

PSI POUNDS PER SQUARE INCHPVC POLYVINYL CHLORIDE

R RADIUSRC RELATIVE COMPACTIONRD ROADROW RIGHT OF WAY
S SOUTH(ERN)SCH SCHEDULESDR STANDARD DIMENSION RATIOS.E. SAND EQUIVALENTSS SANITARY SEWERSSMH SANITARY SEWER MANHOLESSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION (CALIFORNIA GREEN BOOK, CURRENT

EDITION)

ST STREETSTA STATION(ING)STD STANDARD PLANSWRCB STATE WATER RESOURCES CONTROL BOARDSWPPP STORMWATER POLLUTION PREVENTION PLAN

TYP TYPICAL
UNK UNKNOWNU.S. UNITED STATES

V VERTICAL

W WEST(ERN)

PLAN LEGEND

EXISTING FACILITY

ROW/PARCEL BOUNDARYEXISTING SEWER MAINEXISTING WATER LINEEXISTING GAS LINEEXISTING OVERHEAD WIREEXISTING TELECOMEXISTING OVERHEAD TELECOMEXISTING FIBEREXISTING SEWER FORCE MAINEXISTING STORM DRAINEXISTING FENCEEXISTING TREE/BRUSHEXISTING SSMH SSMH MODIFICATION

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 FIELD VERIFY ALL DIMENSIONS, PIPE SIZES, MATERIAL, ETC. PRIOR TO CONSTRUCTION.

8. 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, AND TO CONSTRUCT THE IMPROVEMENTS.

9. 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, SONIC, MPWD, PG&E, AND OTHERS. 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 TOEXCAVATING FOR NEW FACILITIES.

10. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600.

11. 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.

12. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM PUBLIC RIGHT-OF-WAY.13. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL TIMES.14. 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.

15. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE CITY.

16. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.

17. 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.

18. CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING AS SPECIFIED IN SPECIFICATION SECTION 015100.

19. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WITH NON-SKID PLATES WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE.

20. CONTRACTOR SHALL COMPLY WITH BEST MANAGEMENT PRACTICES OF CITY'S NPDES PERMIT FOR PROTECTION OF STORM WATER QUALITY.21. VIDEOS OF THE PIPES TO BE REHABILITATED ARE ON FILE WITH THE DEPARTMENT OF PUBLIC WORKS. THEY ARE AVAILABLE FOR REVIEW PRIOR TO BID SUBMISSION.

22. CONTRACTOR SHALL VISIT SITES WITHIN THE STREET RIGHT OF WAY PRIOR TO SUBMITTING BID.23. NO ADDITIONAL COST WILL BE PAID BY THE CITY FOR CONDITIONS THAT ARE REVEALED IN THE PIPELINE VIDEOS, SITE VISIT, AND ANY PHOTOS PROVIDED.

24. RIM AND INVERT ELEVATIONS AND LENGTHS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND BASED ON UTILITY MAPS PROVIDED BY THE CITY, CCTV INSPECTION, AND FIELD MEASUREMENTS. THE CONTRACTOR SHALL VERIFY EXISTING GRADES AND CONSTRUCT (N) PIPES WITHCONTINUOUS SLOPE BETWEEN (E) MH INVERT ELEVATIONS.

25. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS.26. 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.

27. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. LOCATION OF WATER SERVICES AND GAS SERVICES ARE NOT SHOWN ON THE DRAWINGS BUT SHALL BE ASSUMED TO EXIST AT EACH PROPERTY.

28. HDPE FOR SANITARY SEWERS SHALL BE SMOOTH WALL HDPE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.29. STATIONING AND DISTANCES IN STORM DRAIN PROFILES ARE APPROXIMATE BASED ON STRAIGHT HORIZONTAL DISTANCES FROM CENTER OF CATCH BASIN COVER.

30. LATERAL LOCATIONS ARE APPROXIMATE BASED ON CCTV DATA. THE SIDE OF THE LATERAL OBSERVED IS ALWAYS IN THE DIRECTION OF INCREASING STATIONING.

31. CONTRACTOR SHALL CONFIRM ALL LATERAL LOCATIONS PRIOR TO CONSTRUCTION.32. CONTRACTOR SHALL PROVIDE RESIDENTS NOTICE OF ANY SEWER SHUT DOWNS IN ACCORDANCE WITH GENERAL NOTE 11 THIS DRAWING.33. SEWERS TO BE REPLACED SHALL HAVE LATERAL CONNECTIONS RECONNECTED PER DETAILS 1-4, DRAWING D-02. LATERALS THAT ARE CAPPED SHALL BE ABANDONED, REFER TO ADDITIONAL NOTES ON THIS DRAWING FOR PIPE LINING AND BURSTING REQUIREMENTS.

34. SEWER SERVICE SHALL BE RESTORED BEFORE THE END OF EACH WORKING DAY.

PIPE LINING

1. PIPES INDICATED TO BE LINED SHALL BE LINED WITH CURED IN PLACE PIPE PER SPECIFICATION SECTION 330140.

2. REINSTATE LATERALS: REINSTATE LATERALS PER SPECIFICATION SECTION 025310.

3. ABANDON LATERALS: LATERALS THAT ARE CAPPED OR ARE ABANDONED SHALL NOT BE REINSTATED. CONTRACTOR SHALL CONFIRM LOCATION OF CAPPED & ABANDONED LATERALS DURING CCTV INSPECTION PRIOR TO ABANDONING LATERAL.

PIPE BURSTING

1. PIPES INDICATED TO BE BURST SHALL BE PIPE BURST PER SPECIFICATION SECTION 333118 AND 333119.

2. CONTRACTOR SHALL POTHOLE UTILITIES PRIOR TO BURSTING. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY UTILITIES ARE WITHIN 3 FEET OF THE SEWER MAIN.

3. CONTRACTOR SHALL CONFIRM LOCATION OF LATERALS DURING CCTV INSPECTION AND MARK LOCATION PRIOR TO BURSTING SEWER MAIN.

CONTRACTOR SHALL COORDINATE W/ CITY INSPECTOR ANY LOCATIONS WITH SIGNIFICANT ISSUES THAT WOULD PREVENT RESTORING THE SITE TO PRE-CONSTRUCTION CONDITIONS.

4. CONTRACTOR SHALL REPAIR COLLAPSED STORM DRAIN/SEWER, BREAKS, AND LATERAL TAP BREAK INS THAT MAY INTERFERE W/ INSTALLATION OF THE NEW SEWER MAIN PRIOR TO BURSTING.

5. CONTRACTOR SHALL RECONNECT ALL LATERALS PER DETAIL 2, DRAWING D-02. LATERALS THAT ARE CAPPED OR ABANDONED SHALL NOT BE RECONNECTED. EXCAVATE LATERALS PRIOR TO BURSTING TO LIMIT SEWER SERVICE DISRUPTIONS.

6. CONTRACTOR SHALL NOT BURST WHERE SEWER IS LOCATED WITHIN 3 FT OF A WATER MAIN OR BUILDING FOUNDATION.

7. LOCATIONS IN EASEMENTS HAVE LIMITED SPACE FOR SET UP, LAY DOWN, AND EQUIPMENT IS LIMITED TO HAND HELD EQUIPMENT. SEE LIMITED SITE ACCESS NOTES ON THIS DRAWING FOR ADDITIONAL INFORMATION.

8. ALL MANHOLE CONNECTIONS THAT ARE PIPE BURSTED SHALL BE REPAIRED & MODIFIED PER DETAIL 1, DRAWING D-03.

OPEN TRENCH REPAIR

1. OPEN TRENCH REPAIR LOCATION IS BASED ON VIDEO LOG DISTANCE FROM ADJACENT MANHOLES CONTRACTOR SHALL VERIFY LOCATION WITH CCTV PRIOR TO MAKING REPAIR.

2. OPEN TRENCH REPAIRS INCLUDE ALL REPAIRS OVER 5 FEET IN LENGTH.

3. ALL LATERALS WITHIN 2 FEET OF OPEN TRENCH REPAIRS SHALL BE REPLACED PER DETAIL 4, DRAWING D-02.

4. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS AFTER CONSTRUCTION.

OPEN TRENCH INSTALLATION

1. CONTRACTOR SHALL USA AND MEET WITH THE CITY TO CONFIRM ALIGNMENT OF SANITARY SEWERS PRIOR TO START OF WORK.

2. LATERALS SHALL BE RE-CONNECTED PER DETAIL DETAIL 1, DRAWING D-02. LATERALS THAT ARE CAPPED OR ABANDONED SHALL NOT BE RECONNECTED. CONTRACTOR SHALL CONFIRM LATERALS W/ CCTV INSPECTION.

LIMITED SITE ACCESS

1. SITE ACCESS IS EXTREMELY LIMITED IN LOCATIONS WHERE WORK IS OCCURRING IN BACKYARDS AND OUTSIDE OF THE STREET RIGHT OF WAY.

ACCESS IS GENERALLY LIMITED TO FOOT TRAFFIC AND HAND HELD EQUIPMENT AT THESE LOCATIONS. CONTRACTOR SHALL VISIT ALL SITES AND OBSERVE EXISTING CONDITIONS FROM THE STREET RIGHT OF WAY DURING BIDDING TO REVIEW PROJECT LOCATIONS AND ACCESS RESTRICTIONS.

CONTRACTOR SHALL CONSIDER ACCESS ISSUES AND LIMITATIONS WHEN BIDDING. NO ADDITIONAL COMPENSATION WILL BE MADE FOR DIFFICULT AND LIMITED SITE ACCESS ISSUES.

POTHOLING

1. THE CONTRACTOR SHALL POTHOLE ALL UTILITIES THAT MAY CONFLICT WITH PIPELINE ALIGNMENTS AS FIRST ORDER OF WORK.

2. SEE TECHNICAL SPECIFICATIONS SECTION 023219 FOR ADDITIONAL REQUIREMENTS.

MATERIALS

1. 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 SPECIFICATIONS SECTIONS 84 AND 85. 

SEWER BY OPEN CUT CONSTRUCTIONSEWER BY PIPE BURSTING CONSTRUCTION

PIPELINE REHABILITATION BY CIPP LININGPIPELINE SPOT REPAIR

SEWER LATERAL RECONNECTION

LIMITS OF SLURRY SEAL

STORMWATER POLLUTION PREVENTION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SITE STORMWATER POLLUTION PREVENTION AND IMPLEMENTING NECESSARY BEST MANAGEMENT PRACTICES. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY.

2. THE CONTRACTOR SHALL COMPLY WITH THE RULES, REGULATIONS, AND PROCEDURES OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION

SYSTEM (NPDES) FOR MUNICIPAL, CONSTRUCTION, AND INDUSTRIAL ACTIVITIES AS PROMULGATED BY THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD (SWRCB) OR ANY OF ITS REGIONAL WATER QUALITY CONTROL BOARDS, REFER TO THE FOLLOWING GENERAL PERMITS:

A. WQO 2022-0057-DWQ, GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES.

SLURRY SEAL SURFACING REQUIREMENTS FOR ASPHALT CONCRETE PAVING FOR OPEN TRENCH CONSTRUCTION: SLURRY SEAL THE ENTIRE STREET WIDTH FROM LIP OF GUTTER TO LIP OF GUTTER, FOR THE ENTIRE LENGTH OF PIPELINE REPLACEMENT TO 5 FEET PAST THE END OF THE WORK, UNLESS EXPANDED LIMITS ARE OTHERWISE NOTED ON THE DRAWINGS.

FOR SPOT REPAIR CONSTRUCTION: WHERE SPOT REPAIR CONSTRUCTION IS COMPLETED, SLURRY SEAL A RECTANGLE THAT ENCOMPASSES THE WORK AND THAT EXTENDS TO 5 FEET PAST THE EDGE OF ASPHALT REPAIR WORK, UNLESS EXPANDED LIMITS ARE OTHERWISE NOTED ON THE DRAWINGS.

FOR PIPE BURSTING CONSTRUCTION: AT PIT LOCATIONS AND AT LATERAL CONNECTIONS WHERE ASPHALT IS REPLACED, SLURRY SEAL A RECTANGLE THAT ENCOMPASSES THE WORK AND THAT EXTENDS TO 5 FEET PAST THE EDGE OF ASPHALT REPAIR WORK, UNLESS EXPANDED LIMITS ARE OTHERWISE NOTED ON THE DRAWINGS.

AT MANHOLES: AT MANHOLES WHERE THE FRAME AND COVER ARE REPLACED, SLURRY SEAL A RECTANGLE THAT ENCOMPASSES THE WORK AND THAT EXTENDS TO 5 FEET PAST THE EDGE OF ASPHALT REPAIR WORK., UNLESS EXPANDED LIMITS ARE OTHERWISE NOTED ON THE DRAWINGS.

ROAD LETTERING, STRIPING, AND MARKINGS IMPACTED BY SLURRY SEAL AND/OR CONSTRUCTION: WHERE SLURRY SEAL OR CONSTRUCTION AFFECTSEXISTING ROAD STRIPING, MARKINGS, OR CROSSWALK MARKINGS, THE CONTRACTOR SHALL REPLACE THE ENTIRETY OF ANY STRIPING, MARKINGS, AND LETTERING IMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS. REPLACEMENT SHALL NOT BE LIMITED TO THE AREA IMPACTED; THE ENTIRE MARKING SHALL BE REPLACED. MARKINGS SHALL BE ENTIRELY REPLACED WITH NEW THERMOPLASTIC MARKINGS. WORK SHALL BE COMPLETED TO THESATISFACTION OF THE CITY'S CONSTRUCTION MANAGER PRIOR TO RELEASE OF PAYMENT FOR WORK OF THE SITE.

THE CITY IS COMPLETING A SEPARATE ROAD REPAVING PROJECT THAT OVERLAPS WITH THIS PROJECT PHYSICALLY AND IN DURATION. PRIOR TO

STARTING ROAD REPAIR BY SLURRY SEAL THE CONTRACTOR SHALL CONFIRM IN WRITING WITH THE CITY'S CONSTRUCTION MANAGER THAT THE CITY WOULD LIKE THE ROAD SLURRY SEALED. SLURRY SEAL WORK MAY BE ADDED OR REMOVED FROM THE CONTRACT AT THE DIRECTION OF THE CITY'S CONSTRUCTION MANAGER AS NEEDED TO COORDINATE WITH THE CITY'S ROAD REPAVING PROJECT.

EXISTING ELECTRICAL LINE

PROPOSED FACILITY
250

MID-PENINSULA WATER DISTRICT SEPARATION

WORK REQUIREMENTS ANDNOTES
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2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
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2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
G-03

WATER SEPARATION CONSTRUCTION REQUIREMENT NOTES

1. LOCATIONS WHERE NEW SEWER 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. CONTRACTOR SHALL POTHOLE LOCATIONS WHERE THE WATER MAIN CROSSES THE SEWER 5 DAYS PRIOR TO EXCAVATION OR BURSTING ACTIVITIES. CONTRACTOR SHALL NOTIFY MPWD PRIOR TO POTHOLING AND FORWARD RESULTS TO MPWD.

1.3. LOCATIONS WHERE HORIZONTAL SEWER AND WATER MAIN SEPARATION DISTANCE IS LESS THAN 5 FEET: BACKFILL USING CDF.1.4. WHERE WATER MAIN CROSSES SEWER MAIN W/ LESS THAN 5 FEET OF SEPARATION, WATER MAIN SHALL BE EXPOSED DURING PIPE BURSTING.

1.5. DO NOT BURST SEWER WHERE SEWER AND WATER MAINS ARE PARALLEL W/ LESS THAN 5 FEET OF SEPARATION.1.6. NOTIFY ENGINEER AND MPWD IF WATER MAIN IS BELOW OR LESS THAN 1 FT ABOVE SEWER MAIN, EXCEPT WHERE INDICATED ON DRAWINGS.

1.7. BACKFILL EXPOSED WATER MAIN W/ CDF. WRAP EXPOSED PORTION OF WATER MAIN W/ V-BIO POLYETHYLENE PRIOR TO BACKFILLING W/ CDF.

1.8. WATER MAIN SHUT DOWN REQUIREMENTS:

1.8.1. IS TYPICALLY REQUIRED WHEN EXCAVATION OR BURSTING ACTIVITIES OCCUR WITHIN 5 FEET OF THE WATER MAIN.1.8.2. 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.

1.8.3. 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. CONTRACTOR SHALL USE CARE WHEN WORKING AROUND THE WATER SYSTEMS. 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. 

MID-PENINSULA WATER DISTRICT MEMORANDUM

THE CITY OF BELMONT (CITY) IS CONDUCTING A MULTI-YEAR EFFORT TO REPLACE AND REHABILITATE DETERIORATED SEWER AND STORM DRAIN

PIPELINES THROUGHOUT THE CITY IN AN EFFORT TO REDUCE INFLOW AND INFILTRATION TO THE SANITARY SEWER AND STORM SYSTEMS AND REDUCE SANITARY SEWER AND STORM OVERFLOWS. THE 2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT (PROJECT) IS A

CITY CAPITAL IMPROVEMENT PROJECT THAT WILL REHABILITATE AND REPLACE DETERIORATED SANITARY SEWER MAINS AND STORM DRAIN MAINS THROUGHOUT CITY. THE PROJECT CONSISTS OF REHABILITATING SEWER AND STORM DRAIN MAINS UTILIZING OPEN TRENCH, CURED IN PLACE PLASTIC PIPE (CIPP) LINING, PIPE BURSTING, AND SPOT REPAIR CONSTRUCTION METHODS. ALL LOCATIONS WILL REPLACE OR

REHABILITATE THE EXISTING PIPE ALONG THE EXISTING PIPE ALIGNMENT, EXCEPT WHERE THE WATER MAIN AND SEWER MAINS ARE NEAR EACH OTHER, IN WHICH CASE NEW SEWER ALIGNMENTS MAY BE CONSIDERED TO INCREASE SEWER AND WATER MAIN SEPARATION. DUE TO EXISTING SITE CONSTRAINTS AT SEVERAL LOCATIONS, THE REQUIRED 10-FOOT HORIZONTAL AND 2-FOOT VERTICAL SEWER WATER SEPARATION AND 5-FOOT HORIZONTAL STORM DRAIN AND WATER LINE SEPARATION REQUIREMENTS ESTABLISHED BY THE MID-PENINSULA WATER DISTRICT (MPWD) STANDARD DETAIL NO. MP-19 MINIMUM PIPE SEPARATION REQUIREMENTS CANNOT BE MET AT ALL LOCATIONS. THESE RESTRAINTS

INCLUDE NARROW STREETS/RIGHTS OF WAY, CURVED STREETS, OTHER UTILITIES, AND THE NEED TO CONNECT TO EXISTING DOWNSTREAM SANITARY SEWER OR STORM SYSTEMS. THIS MEMORANDUM SUMMARIZES CONFLICTS WITH MEETING THE SEPARATION REQUIREMENTS AND IS THE CITY OF BELMONT’S VARIANCE REQUEST FOR THE SEPARATION REQUIREMENTS. LOCATIONS WHERE EXCAVATION ASSOCIATED WITH OPENTRENCH, PIPE BURSTING OR SPOT REPAIR CONSTRUCTION ARE WITHIN 10-FOOT HORIZONTAL AND/OR 2-FOOT VERTICAL SEPARATION FOR SEWER AND WATER, AND 5-HORIZONTAL SEPARATION FOR STORM DRAIN AND WATER ARE PROVIDED IN THE 2026 SEWER AND STORM DRAIN REHABILITATION PROJECT - WATER MAIN SEPARATION TABLE.
2026 SEWER AND STORM DRAIN REHABILITATION PROJECT - WATER MAIN SEPARATION TABLE

STREET SHEET REPAIR METHOD

ESTIMATED WATER -

SEWER SEPARATION

DISTANCE

DESCRIPTION
ESCONDIDO WAY C-01 SPOT REPAIR (1), LINEAR REPAIR (2) 0' TO 3' REPAIR (2) LATERAL CONNECTIONS THAT ARE 3' FROM THE WATER LINE. REPAIR (2) LATERAL CONNECTIONS THAT ARE 1' FROM THE WATER LINE. MAKE (1) SPOT REPAIR THAT IS 1' FROM THE WATER LINE.

MAYWOOD DRIVE C-03 SPOT REPAIR (3) 0' TO 9.5'
REPAIRS (3) OF 2' TO 5' SEGMENTS OF SEWER THAT ARE LOCATED IN PROXIMITY TO THE WATER LINE. ONE REPAIR IS DIRECTLY BELOW THE WATER LINE. ONE IS OFFSET APPROXIMATELY 7'. ONE IS OFFSET BY 9'.

VALDEZ AVENUE C-05 SPOT REPAIR (1) 7' REPAIR (1) OF 2' TO 5' SEGMENT OF SEWER THAT IS LOCATED IN PROXIMITY TO THE WATER LINE, APPROXIMATELY 7' FROM THE WATER LINE.

LADERA WAY C-06 SPOT REPAIR (3) 3' TO 9'
REPAIRS (3) OF 2' TO 5' SEGMENTS OF SEWER THAT ARE LOCATED IN PROXIMITY TO THE WATER LINE. THE SEPARATIONS BETWEEN THE WATER LINE AND REPAIRS ARE APPROXIMATELY 9', 8' AND 3', RESPECTIVELY.

ALOMAR WAY C-07 PIPE BURSTING 10' TO 5'
PIPE BURSTING TO REPLACE SEWER LINE. THE WORK INCLUDES AN APPROXIMATELY 40' LONG REACH THAT EXTENDS FROM 10' TO 5' OF HORIZONTAL SEPARATION BETWEEN THE WATER AND SEWER LINE. THE WORK INCLUDES PIPE BURSTING OF (2) WATER LINE CROSSINGS THAT INCLUDE 1' +/- VERTICAL SEPARATION BETWEEN WATER AND SEWER.
5TH AVENUE C-08 OPEN CUT 5.5' TO 6.5'
OPEN CUT IN PROXIMITY TO THE WATER LINE. OPEN CUT REPAIR OF A 249' LONG

SEGMENT OF SEWER THAT IS SEPARATED HORIZONTALLY FROM
APPROXIMATELY 5.5' TO 6.5' FROM THE WATER LINE.

ALLEY OFF OF

BROADWAY (CIVIC LN)
BETWEEN 5TH

AVENUE AND EL

CAMINO REAL
C-08 SPOT REPAIR (2) 4.5'
REPAIRS (3) OF 2' TO 5' SEGMENTS OF SEWER THAT ARE LOCATED IN PROXIMITY TO THE WATER LINE. THE TWO REPAIRS ARE APPROXIMATELY 4.5' FROM THE WATER LINE.

ONEILL STREET C-09 OPEN CUT 2.5' TO 4.5'
OPEN CUT IN PROXIMITY TO THE WATER LINE. OPEN CUT REPAIR OF A 40' LONG

SEGMENT OF SEWER THAT IS SEPARATED HORIZONTALLY FROM
APPROXIMATELY 2.5' TO 4.5' FROM THE WATER LINE.

MIDDLE ROAD C-14 OPEN CUT 7' TO 10'
OPEN CUT IN PROXIMITY TO THE WATER LINE. OPEN CUT REPAIR OF A 10' LONG SEGMENT OF SEWER THAT IS SEPARATED FROM APPROXIMATELY 7' TO 10' FROM THE WATER LINE.

NOTRE DAME PLACE C-14 SPOT REPAIR (1) 6' REPAIR (1) OF 2' TO 5' SEGMENT OF SEWER THAT IS LOCATED IN PROXIMITY TO THE WATER LINE, APPROXIMATELY 6' FROM THE WATER LINE.

COLLEGE VIEW WAY C-15 OPEN CUT 0' TO 10'
OPEN CUT IN PROXIMITY TO THE WATER LINE. OPEN CUT REPAIR OF TWO SEGMENTS OF SEWER THAT ARE APPROXIMATELY 20' AND 10' IN LENGTH

WHERE THE LINES CROSS AND DIVERGE FROM WATER LINES AND ARE SEPARATED APPROXIMATELY 0' TO 10'' FROM THE WATER LINES IN EACH REACH. THE WORK INCLUDES OPEN CUT REPLACEMENT OF TWO WATER LINE CROSSINGS THAT INCLUDE 1' +/- VERTICAL SEPARATION BETWEEN WATER AND SEWER.

HAINLINE DRIVE C-17 OPEN CUT 2' TO 4.5'
OPEN CUT IN PROXIMITY TO THE WATER LINE. OPEN CUT REPAIR OF A 161' LONG

SEGMENT OF SEWER THAT IS SEPARATED HORIZONTALLY FROM
APPROXIMATELY 2' TO 4.5' FROM THE WATER LINE.

DAVEY GLEN ROAD
(MH 441820 TO MH
441821)
C-19 PIPE BURSTING 0' TO 10'
PIPE BURSTING TO REPLACE SEWER LINE. THE WORK INCLUDES AN APPROXIMATELY 132' LONG REACH THAT EXTENDS FROM 0' TO 10' SEPARATION BETWEEN THE WATER AND SEWER LINE.

DAVEY GLEN ROAD
(MH441821 TO MH
441606)
C-19 PIPE BURSTING 0' TO 10'
PIPE BURSTING TO REPLACE SEWER LINE. THE WORK INCLUDES AN APPROXIMATELY 25' LONG REACH THAT EXTENDS FROM 0' TO 10' SEPARATION BETWEEN THE WATER AND SEWER LINE.

DAVEY GLEN ROAD
(MH441606 TO MH
441605)
C-19 PIPE BURSTING 0' TO 10'
PIPE BURSTING TO REPLACE SEWER LINE. THE WORK INCLUDES AN APPROXIMATELY 40' LONG REACH THAT EXTENDS FROM 0' TO 10' SEPARATION BETWEEN THE WATER AND SEWER LINE.

DAVEY GLEN ROAD
(MH441603 TO MH
441602)
C-20 PIPE BURSTING 0' TO 10'
PIPE BURSTING TO REPLACE SEWER LINE. THE WORK INCLUDES AN APPROXIMATELY 22' LONG REACH THAT EXTENDS FROM 10' TO 5' SEPARATION BETWEEN THE WATER AND SEWER LINE.

THE CONTRACTOR SHALL TAKE STEPS TO MEET THE MPWD MINIMUM PIPE SEPARATION REQUIREMENTS INCLUDING:

1. POTENTIAL RE-ALIGNMENT OF SEWER MAIN TO INCREASE THE SEWER TO WATER MAIN SEPARATION AT HAINLINE DRIVE (SHEET C-17)

2. OPEN TRENCH AND/OR EXPOSURE OF THE WATER MAIN IF THE SEWER MAIN IS WITHIN 5-FOOT HORIZONTAL OR 2-FOOT VERTICAL. THE EXPOSED WATER MAIN WILL BE WRAPPED IN POLYETHYLENE AND THE TRENCH WILL BE BACKFILLED WITH CDF.

3. COORDINATE WITH THE MPWD FOR WATER MAIN SHUTDOWN DURING EXCAVATIONS WITHIN 5-FEET OF THE WATER MAIN AND AS DEEMED APPROPRIATE BY THE MPWD.

4. ALL NEW SEWER PIPES WILL BE INSTALLED WITH GASKETED OR FUSED JOINTS. 251

SITE LOCATIONS AND SHEET LAYOUTS
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2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
G-04


EL CAMINO REAL

RALSTON AVE

NOTRE DAME

DE NAMUR

UNIVERSITY

NOTRE DAME

HIGH SCHOOL

BELMONT

ALAMEDA DE LAS PULGES

AVON ST

TIERRA LINDA
MIDDLE
SCHOOL

CHARLES

ARMSTRONG
SCHOOL

CHULA VISTA DR

RALSTON AVE NESBIT ELEMENTARY
SCHOOL

OLD COUNTRY RD

BAYSHORE FWY

HARBOR BLVD

NOTRE DAME AVE

HILLMAN AVE

TERRACE DR

ARBOR AVE

PINE KNOLL DR

NORTH RD

LAS CASA AVE

BAYVIEW AVE

LYON AVE

SOUTH RD

MIDDLE RD

CENTRAL

ELEMENTARY
SCHOOL
5TH AVE

VINE ST

HULL DR

BUCKLAND AVE

WELLINGTON DR

DARTMOUTH AVE

BROADWAY
6TH AVE
C-01

ESCONDIDO WAY
C-02

EL VERANO WAY
C-03

MAYWOOD DRIVE
C-04

FERNWOOD WAY
C-05

VALDEZ AVE
C-07

ALOMAR WAY
C-08
5TH AND CIVIC LANE
C-09

ONEILL ST
C-11

HARBOR BLVD
C-13

ARDEN LN
C-15COLLEGE VIEW WAY
C-16

KORBEL WAY

AND PHYLLIS CT
C-19
DAVEY GLEN RD-1
C-21

HARBORBLVD
C-22

MONROE AVE AND LYON AVE
C-24

ARBOR AVE AND TERRACE DR
C-23

CASA BONA AVE WOOSTER AVE

NEWLANDS AVE

CIPRIANI BLVD

ALAMEDA DE LAS PULGES

POINT NORTHING EASTING ELEVATION DESCRIPTION
2016666.52 6047234.06 36.46 CP MAG NL2016480.32 6046997.42 40.01 CP MAG NL 2016262.49 6047332.64 39.74 CP MAG NL SWS AP
2015877.41 6047484.11 37.91 CP MAG NL
2016145.66 6047748.60 32.76 CP MAG NL SWS AP2016391.40 6047206.09 38.77 CP MAG NL SWS 2016.168.41 6047206.87 38.98 CP MAG NL SWS END
2016403.49 6047491.92 33.51 CP MAG NL SWS AP
2018095.04 6043910.47 228.73 CP CHSLD X TC
2016825.08 6043945.00 247.85 CP CHSLD X TC
2013380.26 6043334.33 270.63 CP CHSLD X TC
12345678
101112

LOCAL CONTROL AND FOUND MONUMENTS (US SURVEY FEET)

BASIS OF ELEVATIONS

ELEVATIONS ARE BASED ON THE PUBLISHED BENCHMARK PROVIDED BY THE NATIONAL GEODETIC SURVEY (NGS) ON THE NAVD88 VERTICAL DATUM. POINT 300 BEING A BRASS DISK STAMPED “G-110 RESET 1992” WITH AN ELEVATION OF 19.60’.

LOCATED IN THE TOP OF A CONCRETE HEADWALL, APPROXIMATELY 240.00 FEET ALONG EL CAMINO REAL FROM THE INTERSECTION OF BRITTAN AVE., AND APPROXIMATELY 45.00 FEET NORTHEAST OF THE CENTERLINE OF EL CAMINO REAL.

BASIS OF BEARINGS & MEASUREMENTS
ALL DISTANCES, BEARINGS, AND COORDINATES ARE BASED ON ZONE 3 OF THE CALIFORNIA COORDINATE SYSTEM (CCS), NAD83 (2011) EPOCH 2025.00. THE HORIZONTAL ADJUSTMENT WAS PERFORMED BY UTILIZING 4 (OXMT, P176, P177 & P219) CONTINUOUS GLOBAL POSITIONING SYSTEM (CGPS) STATIONS. THE PUBLISHED VALUES FOR THE CGPS STATIONS WERE PROVIDED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC). THE MEASURED DISTANCES FOR THE PROJECT ARE GRID DISTANCES.
1 8
5 2
6 3
4 7
12 11
10 C-10

RESIDENTIAL ALLEY BETWEEN
5TH AND 6TH AT BROADWAY
C-12

SUNNYSLOPE AVE
C-14

SOUTH RD - MIDDLE RD

AND NOTRE DAME PL
C-20
DAVEY GLEN RD-2
C-17

HAINLINE DR
C-06

LADERA WAY
C-18

MIDDLE RD
350' 0' 350'
SCALE: 1"=350'
252
SS SS
1584 ESCONDIDO WAY
(APN: 045-090-160)
1590 ESCONDIDO WAY
(APN: 045-090-170)
1578 ESCONDIDO WAY
(APN: 045-090-150)
1572 ESCONDIDO WAY
(APN: 045-101-260)
1591 ESCONDIDO WAY
(APN: 045-090-200) 1583 ESCONDIDO WAY
(APN: 045-090-210)
1575 ESCONDIDO WAY
(APN: 045-102-150)
1566 ESCONDIDO WAY
(APN: 045-101-250)
1573 ESCONDIDO WAY
(APN: 045-102-140)
10+00 11+00 12+00
13+00 5 MH 450922 STA 10+00.00
RIM ELEV=110.99
E INV 6"=104.13
S INV 6"=106.63
W INV 6"=104.34
N 2014275.0255
E 6043258.8890
DEPTH: 6.86'±
5 MH 451022
STA 12+40.23
RIM ELEV=107.03
W INV 6"=101.05
E INV 6"=101.06
N 2014318.0047
E 6043495.2421
DEPTH: 5.97'±

ESCONDIDO WAY

SPOT REPAIR
STA 10+82.20
N 2014289.7319
E 6043339.7627
LENGTH = 5'
2 SPOT REPAIR
STA 11+12.50
N 2014295.1528
E 6043369.5738
LENGTH = 5'
2 SPOT REPAIR
STA 11+75.40
N 2014306.4062
E 6043431.4590
LENGTH = 5'
2 (E) 6" VCP
SLOPE=-1.28%
LENGTH=240 FT
SS SS
1530 ESCONDIDO WAY
(APN: 045-101-230)
1526 ESCONDIDO WAY
(APN: 045-101-220)
1522 ESCONDIDO WAY
(APN: 045-101-210)
1518 ESCONDIDO WAY
(APN: 045-101-200)
1537 ESCONDIDO WAY
(APN: 045-102-100)
1543 ESCONDIDO WAY
(APN: 045-102-110)
1553 ESCONDIDO WAY
(APN: 045-102-120)
1531 ESCONDIDO WAY
(APN: 045-102-240)

ESCONDIDO WAY
15+00
16+00 17+00 18+00
MH 451021
STA 15+40.44
RIM ELEV=103.47
W INV 6"=97.96
E INV 6"=97.92
N 2014299.7041
E 6043794.8967
DEPTH: 5.55'±
5 5 MH 451020
STA 18+41.63
RIM ELEV=102.54
W INV 6"=95.58
NE INV 6"=95.56
N 2014330.3943
E 6044094.5125
DEPTH: 6.98'±
STA 16+91.03
N 2014315.0492
E 6043944.7046
1 STA 15+42.86
N 2014299.9504
E 6043797.3008
1 (E) 6" VCP / (N) 6" PVC
SLOPE=-0.78%
LENGTH=301 FT
(E) 6" VCP
SLOPE=-0.78%
LENGTH=301 FT
SS SS
1531 ESCONDIDO WAY
1516 ESCONDIDO WAY
(APN: 045-101-190)
1514 ESCONDIDO WAY
(APN: 045-101-180)
1506 ESCONDIDO WAY
(APN: 045-101-170)
1525 ESCONDIDO WAY
(APN: 045-102-260)
1519 ESCONDIDO WAY
(APN: 045-102-070)
1513 ESCONDIDO WAY
(APN: 045-102-040)
1518 ESCONDIDO WAY
(APN: 045-101-200)
19+00 20+00 21+00
5 MH 451020
STA 18+41.63
RIM ELEV=102.54
W INV 6"=95.58
NE INV 6"=95.56
N 2014330.3943
E 6044094.5125
DEPTH: 6.98'±
5 MH 451019
STA 21+40.44
RIM ELEV=98.48
SW INV 6"=92.60
NE INV 6"=92.58
N 2014509.0415
E 6044334.0384
DEPTH: 5.90'±

SPOT REPAIR
STA 20+05.33
N 2014428.2643
E 6044225.7342
LENGTH = 5'
2 ESCONDIDO WAY
(E) 6" VCP
SLOPE=-0.99%
LENGTH=299 FT

ESCONDIDO WAY
ESCONDIDO WAY - MH 451020 TO MH 451019
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'

ESCONDIDO WAY

FOR CONTINUATION, SEE BELOW
C-01

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.

REMOVE AND REPLACE EXISTING GRAVITY

SEWER BY SPOT REPAIR CONSTRUCTION TO

LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.

REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.

CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
125789
13 ESCONDIDO WAY - MH 451021 TO MH 451020
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ESCONDIDO WAY - MH 450922 TO MH 451022
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'


NO WORK BETWEEN MH
451-022 AND MH 451-021

FOR CONTINUATION, SEE ABOVE

ESCONDIDO WAY

FOR CONTINUATION, SEE BELOW

FOR CONTINUATION, SEE ABOVE

ESCONDIDO WAY

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 450922 MH 451022 10+82.20 82.2'
MH 450922 MH 451022 11+12.50 112.5'MH 450922 MH 451022 11+75.40 175.4'

PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 451021 MH 451020 15+42.86 16+91.03 148'

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 451920 MH 451019 20+05.33 163.7'

NO WORK BETWEEN MH
451-022 AND MH 451-021
(E) 6" VCP
7 7
7 8
8 8
8 8
8 8
(E) 8" PVC WATER 9
(E) GAS LATERAL 9
9 (E) 8" PVC WATER
(E) GAS 9
9 (E) 12" RCP SD
9 (E) GAS
(E) 8" PVC WATER 9
(E) GAS 9
(E) 8" PVC WATER 9
9 (E) 8" PVC WATER
(E) GAS 9
13 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 4

   





2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
7 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
SPOT REPAIR 5

1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.

2. PROTECT EXISTING WATER LINES IN PLACE PER

THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.

3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.

4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR

TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S

CONSTRUCTION MANGER IN WRITING OF

DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.

GENERAL NOTES
253
SS SS
1524 EL VERANO WAY
(APN: 045-102-160)
1520 EL VERANO WAY
(APN: 045-102-170)
1516 EL VERANO WAY
(APN: 045-102-180)
1512 EL VERANO WAY
(APN: 045-102-190)
1527 EL VERANO WAY
(APN: 045-121-040)
1531 EL VERANO WAY
(APN: 045-121-030)
1523 EL VERANO WAY
(APN: 045-121-050)
1519 EL VERANO WAY
(APN: 045-121-060)
1515 EL VERANO WAY
(APN: 045-121-070)
1507 EL VERANO WAY
(APN: 045-121-080)
40+00
41+00 42+00 42+93.04

EL VERANO WAY
SCO 421207
STA 40+00.00
RIM ELEV=274.06
E INV 6"=268.50±, FIELD VERIFY
N 2013726.5946
E 6043576.4340
DEPTH: 5.56'±, FIELD VERIFY
STA 40+00.00
N 2013726.5946
E 6043576.4340
1 STA 40+91.47
N 2013736.9498
E 6043667.3168
1 STA 41+51.47
N 2013753.7399
E 6043724.9197
1 STA 42+71.48
N 2013787.4807
E 6043840.0920
1 STA 42+92.48
N 2013793.3758
E 6043860.2476
1 6" VCP
SLOPE=-0.48%
LENGTH=200 FT
(E) 6" VCP / (N) 6" PVC SLOPE=-0.48± (FIELD VERIFY) LENGTH=91 FT (E) 6" VCP / (N) 6" PVC
SLOPE=-0.48%
(E) 6" VCP / (N) 6" PVC
SLOPE=-0.48%
LENGTH=200 FT
MH 451206
STA 40+91.48
RIM ELEV=273.84
W INV 6"=268.07
E INV 6"=268.07
N INV 4"=268.44
S INV 4"=268.14
N 2013736.9513
E 6043667.3299
DEPTH: 5.40'±
5 5 MH 451205
STA 42+91.95
RIM ELEV=272.77
W INV 6"=267.11
E INV 6"=267.11
N 2013793.2270
E 6043859.7388
DEPTH: 5.66'±
SS
SS
1628 EL VERANO WAY
(APN: 045-090-290)
1624 EL VERANO WAY
(APN: 045-090-280)
1620 EL VERANO WAY
(APN: 045-090-270)
1631 EL VERANO WAY
(APN: 045-111-070)
1627 EL VERANO WAY
(APN: 045-111-080)
1623 EL VERANO WAY
(APN: 045-111-090)
1612 EL VERANO WAY
(APN: 045-090-260) SS EL VERANO WAY
MH 450914 (ASSUMED)
STA 30+00.00
RIM ELEV=259.71
W INV 6"=255.65
E INV 6"=255.65
N 2013710.4667
E 6043180.3333

UNKNOWN DEPTH,

FIELD VERIFY
MH 450912
STA 32+62.62
RIM ELEV=233.98
W INV 6"=227.96
NE INV 6"=228.00
N 2013602.8563
E 6042945.1391
DEPTH: 6.02'±

SPOT REPAIR
STA 31+55.00
N 2013665.9428
E 6043031.8657
LENGTH = 5'
2 SPOT REPAIR
STA 32+11.95
N 2013633.4939
E 6042985.4996
LENGTH = 5'
2 1700 EL VERANO WAY
(APN: 045-090-300)
30+00
31+00 32+00
(E) 6" VCP SLOPE=-10.97% LENGTH=101 FT
(E) 6" VCP SLOPE=-10.23% LENGTH=161 FT
MH 450913
STA 31+61.25
RIM ELEV=245.18
SW INV 6"=239.12
E INV 6"=239.15
N 2013664.1485
E 6043025.8826
DEPTH: 6.03'±
5 SS
1712 EL VERANO WAY
(APN: 045-090-330)
1708 EL VERANO WAY
(APN: 045-090-320)
1704 EL VERANO WAY
(APN: 045-090-310)
1701 EL VERANO WAY
(APN: 045-111-060)
1705 EL VERANO WAY
(APN: 045-111-050)
1709 EL VERANO WAY
(APN: 045-111-040)
1715 EL VERANO WAY
(APN: 045-111-030)
1719 EL VERANO WAY
(APN: 045-111-020)
1631 EL VERANO WAY
SS

EL VERANO WAY
MH 450911 (ASSUMED)
STA 35+56.27
RIM ELEV=231.31
SW INV 6"=218.00
E INV 6"=224.00
N 2013497.3488
E 6042671.0909

UNKNOWN DEPTH, FIELD VERIFY

SPOT REPAIR
STA 33+52.20
N 2013570.6721
E 6042861.5430
LENGTH = 5'
2 SPOT REPAIR
STA 34+98.16
N 2013518.2298
E 6042725.3278
LENGTH = 5'
2 1700 EL VERANO WAY
(APN: 045-090-300)
33+00 34+00 35+00
(E) 6" VCP
SLOPE=-1.35%
LENGTH=294 FT

   





2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com

EL VERANO WAY
EL VERANO WAY - SCO 421207 TO MH 451206 TO MH 451205
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
C-02
EL VERANO WAY - MH 450912 TO MH 450911
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
EL VERANO WAY - MH 450914 TO MH 450913 TO MH 450912
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'


EL VERANO WAY

FOR CONTINUATION, SEE BELOW

NO WORK BETWEEN MH
450-911 AND MH 450-806

SEE MAYWOOD DR ON
EL VERANO WAY DRAWING C-03

FOR CONTINUATION, SEE ABOVE

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 450912 MH 450911 33+52.20 89.6'
MH 450912 MH 450911 34+98.16 235.5'

PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 421207 MH 451206 40+00.00 40+91.47 92'
2 MH 451206 MH 451205 40+91.47 41+51.47 60'
3 MH 451206 MH 451205 42+71.48 42+92.48 21'

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 450914 MH 450913 31+55.00 155'
MH 450913 MH 450912 32+11.95 50.7'
(E) 6" VCP
(E) 6" VCP
7 7
7 7
8 8
8 8
8 8 8
8 8
8 9 (E) 6" CIP WATER
8 MH 450912
STA 32+62.62
RIM ELEV=233.98
W INV 6"=227.96
NE INV 6"=228.00
N 2013602.8563
E 6042945.1391
DEPTH: 6.02'±

LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1

LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 5
13 13
13 13

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.

REMOVE AND REPLACE EXISTING GRAVITY

SEWER BY SPOT REPAIR CONSTRUCTION TO

LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.

CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
125789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.

2. PROTECT EXISTING WATER LINES IN PLACE PER

THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.

3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.

4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR

TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S

CONSTRUCTION MANGER IN WRITING OF

DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.

GENERAL NOTES
254
SS
SS
SS
1800 EL VERANO WAY
(APN: 045-093-070)
1120 EL VERANO WAY
(APN: 045-083-160)
1124 EL VERANO WAY
(APN: 045-083-150)
1115 ALOMAR WAY
(APN: 045-083-160)
1808 EL VERANO WAY
(APN: 045-083-080)
1816 FERNWOOD WAY
(APN: 045-111-240)
1723 EL VERANO WAY
(APN: 045-111-010)
1720 EL VERANO WAY
(APN: 045-090-350)
1125 MAYWOOD DR
(APN: 045-090-360)
1119 MAYWOOD DR
(APN: 045-090-370)
1109 MAYWOOD DR
(APN: 045-090-380)
1815 FERNWOOD WAY
(APN: 045-112-010)
SS
50+00
51+00
52+00
53+00
54+00

MAYWOOD DR

ELVERANO WAY FERNWOOD WAY
MH 450806
STA 51+68.68
RIM ELEV=214.72
NE INV 6"=209.41
SE INV 6"=209.39
NW INV 6"=209.20N 2013408.1100
E 6042564.6392
DEPTH: 5.52'±
MH 450823
STA 50+00.00
RIM ELEV=233.35
NW INV 6"=228.01
S INV 6"=227.99E INV 6"=227.89
W INV 6"=228.18
N 2013252.7055
E 6042630.2300
DEPTH: 5.17'±
5 MH 450807
STA 54+00.29
RIM ELEV=177.77
SE INV 6"=172.19
W INV 6"=171.97
N 2013516.6961
E 6042360.0597
DEPTH: 5.80'±
(E) 6" VCP SLOPE=-11.04% LENGTH=169 FT

SPOT REPAIR
STA 50+03.00
N 2013255.4694
E 6042629.0635
LENGTH = 5'
2 SPOT REPAIR
STA 50+15.90
N 2013267.3542
E 6042624.0473
LENGTH = 5'
2 SPOT REPAIRSTA 50+99.00
N 2013343.9143
E 6042591.7339
LENGTH = 5'
2 SPOT REPAIR
STA 51+54.90
N 2013395.4151
E 6042569.9973
LENGTH = 5'
2 SPOT REPAIR
STA 52+59.58
N 2013450.7266
E 6042484.3482
LENGTH = 5'
2 SPOT REPAIR
STA 53+97.17
N 2013515.2023
E 6042362.8034
LENGTH = 5'
2 36+95.18
(E) 6" VCP SLOPE=-15.98% LENGTH=232 FT

   





2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

MAYWOOD DRIVE
MAYWOOD DR - MH 450823 TO MH 450806 TO MH 450807
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
NO WORK BETWEEN MH 450-911 AND MH 450-806
SEE EL VERANO WAY ON DRAWING C-02
C-03

8 PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 450823 MH 450806 50+03.00 3.0'
MH 450823 MH 450806 50+15.90 15.9'MH 450823 MH 450806 50+99.00 99.0' MH 450823 MH 450806 51+54.90 154.9'
MH 450806 MH 450807 52+59.58 90.9'
MH 450806 MH 450807 53+97.17 228.5'
7 8
9 (E) 12" RCP SD
8 (E) WATER LATERAL 9
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
9 (E) 4" CIP WATER
9 (E) 3" GAS
8 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
13 13

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING GRAVITY

SEWER BY SPOT REPAIR CONSTRUCTION TO

LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.

CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
25789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.

2. PROTECT EXISTING WATER LINES IN PLACE PER

THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.

3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.

4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR

TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S

CONSTRUCTION MANGER IN WRITING OF

DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.

GENERAL NOTES
255
12270.63 CP CHSLD X TC
SS
1616 CHULA VISTA DR
(APN: 045-111-130)
1704-170A FERNWOOD WAY
(APN: 045-111-140)
1708 FERNWOOD WAY
(APN: 045-111-150)
1712 FERNWOOD WAY
(APN: 045-111-160)
1708 CHULA VISTA DR
(APN: 045-113-040)
1707 FERNWOOD WAY
(APN: 045-113-030)
60+00 61+00 61+71.97

FERNWOOD WAY

CHULA VISTA DR
SCO 451114
STA 60+00.00
RIM ELEV=271.07
E INV 8"=267.07
N 2013445.5765
E 6043197.2286
DEPTH: 4.00'±
5 MH 451112
STA 61+71.97
RIM ELEV=270.14
W INV 8"=265.27
SW INV 6"=265.07
NE INV 6"=265.10
N 2013387.1389
E 6043358.9686
DEPTH: 4.87'±
(E) 6" VCP / (N) 8" PVC
SLOPE=-1.05%
LENGTH=172 FT
255
260270280
255260270280
59+90 60+00 61+00 61+80
(E) 6" CIP WATER MAIN
STA 61+61
SCO 451114
STA 60+00.00
RIM ELEV=271.07
E INV 8"=267.07
5 MH 451112
STA 61+71.97
RIM ELEV=270.14
W INV 8"=265.27
SW INV 6"=265.07
NE INV 6"=265.10
(E) 6" VCP / (N) 8" PVC SLOPE=1.05%
LENGTH=172 FT
12" MIN

APPROX EXISTING SURFACE OVERTOP

OF PIPELINE CENTERLINE, FIELD VERIFY

FERNWOOD WAY

   





2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
C-04
FERNWOOD WAY - SCO 451114 TO MH 451112
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'


PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 451114 MH 451112 60+00.00 61+71.97 171'
1 FERNWOOD WAY PROFILE - SCO 451114 TO MH 451112
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
1 7
7 7 7
7 7
7 (E) 6" VCP
(E) 6" VCP
(E) 6" CIP WATER 9

LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 6
13 13
13 13

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.

CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
15789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.

2. PROTECT EXISTING WATER LINES IN PLACE PER

THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.

3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.

4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR

TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S

CONSTRUCTION MANGER IN WRITING OF

DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.

GENERAL NOTES
256
1840
1927
SS SS
1916 VALDEZ AVE
(APN: 045-112-120)
1839 EL VERANO WAY
(APN: 045-112-130)
1919 VALDEZ AVE
(APN: 045-113-250)
74+00
75+00 76+00 76+63.20

VALDEZ AVE
EL VERANO WAY MH 451121 STA 74+60.82 RIM ELEV=198.09 NW INV 6"=192.64 NE INV 6"=192.67 S INV 6"=192.68 N 2012626.5237 E 6042691.0805 (E) 6" VCP
SLOPE=-3.86%
LENGTH=202 FT
SPOT REPAIRSTA 75+04.35
N 2012644.1089
E 6042651.2664
LENGTH = 5'
2 MH 450802
STA 76+63.20
RIM ELEV=191.91
SE INV 6"=184.83
NW INV 6"=184.78
NE INV 6"=185.11
SW INV 6"=184.71
N 2012708.2874
E 6042505.9622
DEPTH: 7.2'±
5 SS SS
1820 VALDEZ AVE
(APN: 045-112-060)
1824 VALDEZ AVE
(APN: 045-112-070)
1828 VALDEZ AVE
(APN: 045-112-080)
1832 VALDEZ AVE
(APN: 045-112-090)
1900 VALDEZ AVE
(APN: 045-112-100)
1908 VALDEZ AVE
(APN: 045-112-110)
1916 VALDEZ AVE
(APN: 045-112-120)
1819 VALDEZ AVE
(APN: 045-113-330)
1823 VALDEZ AVE
(APN: 045-113-320)
1827 VALDEZ AVE
(APN: 045-113-310)
1831 VALDEZ AVE
(APN: 045-113-330)
1901 VALDEZ AVE
(APN: 045-113-290)
1905 VALDEZ AVE
(APN: 045-113-280)
1909 VALDEZ AVE
(APN: 045-113-270)
70+00 71+00 72+00 73+00

VALDEZ AVE
MH 451120
STA 73+33.21
RIM ELEV=207.03
SW INV 6"=200.80
NE INV 6"=201.05
N 2012716.9656
E 6042781.1192
5 MH 451119
STA 70+00.00
RIM ELEV=255.92
SW INV 6"=250.02
N INV 6"=250.35
W INV 6"=250.09
N 2013023.6428
E 6042911.4072
DEPTH: 5.90'±
SPOT REPAIRSTA 70+10.80
N 2013013.7026
E 6042907.1843
LENGTH = 5'
2 (E) 6" VCP
SLOPE=-14.70%
LENGTH=333 FT

VALDEZ AVE
FERNWOOD WAY & VALDEZ AVE - MH 451121 TO MH 450802
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'

   





2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT

CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
 
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
C-05
VALDEZ AVE - MH 451119 TO MH 451120
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'


NO WORK BETWEEN MH
451-121 TO MH 451-120

NO WORK BETWEEN MH
451-120 TO MH 451-121

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID

APPROX STATION
(CENTER OF SPOT

REPAIR, FIELD

VERIFY)

DISTANCE FROM

UPSTREAM MH
MH 451119 MH 451120 70+10.80 10.8'

PIPELINE REHABILITATION
METHOD: SPOT REPAIR

UPSTREAM
MH ID

DOWNSTREAM
MH ID
APPROX

STATION

DISTANCE FROM

UPSTREAM MH
MH 451121 MH 450802 75+04.35 78.6'
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
8 8 8
8 8 8
8 9
7 (E) 6" VCP
(E) 6" VCP

LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1

CONSTRUCTION NOTES

REMOVE AND REPLACE EXISTING GRAVITY

SEWER BY SPOT REPAIR CONSTRUCTION TO

LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.

1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.

2. PROTECT EXISTING WATER LINES IN PLACE PER

THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.

3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.

4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR

TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S

CONSTRUCTION MANGER IN WRITING OF

DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.

GENERAL NOTES
257
SS SS
1136 LADERA WAY
(APN: 045-081-130)
1132 LADERA WAY
(APN: 045-081-120)
1128 LADERA WAY
(APN: 045-081-110)
1124 LADERA WAY
(APN: 045-081-100)
1120 LADERA WAY
(APN: 045-081-090)
1118 LADERA WAY
(APN: 045-081-080)
1135 LADERA WAY
(APN: 045-082-190)
1131 LADERA WAY
(APN: 045-082-200)
1127 LADERA WAY
(APN: 045-082-210)
1135 LADERA WAY
(APN: 045-082-010)
1115 LADERA WAY
(APN: 045-083-020)
93+18.77
90+00 91+00 92+00 93+00
5 MH 450817
STA 90+00.00
RIM ELEV=225.71
N INV 6"=220.44
SE INV 6"=220.70
N 2013074.8748
E 6042060.3029
DEPTH: 5.26'±
LADERA WAY 99+14.66
99+00
5 MH 450813
STA 93+18.77
RIM ELEV=166.55
S INV 6"=160.90
E INV 8"=161.00
N INV 6"=160.89
N 2013384.6469
E 6041985.1128
DEPTH: 5.55'±

SPOT REPAIR
STA 90+42.80
N 2013116.4664
E 6042050.2075
LENGTH = 5'
2 SPOT REPAIR
STA 90+77.10
N 2013149.7980
E 6042042.1170
LENGTH = 5'
2 SPOT REPAIR
STA 90+83.80
N 2013156.3089
E 6042040.5366
LENGTH = 5'
2 SPOT REPAIRSTA 92+19.80
N 2013288.4692
E 6042008.4577
LENGTH = 5'
2 SPOT REPAIR
STA 92+96.40
N 2013362.9126
E 6041990.3883
LENGTH = 5'
2 (E) 6" VCP
SLOPE=-18.68%
LENGTH=319 FT
210220230240
210220230240
89+90 90+00 90+50
150160170180
150160170180
92+50 93+00 93+25
185
190200210
185190
200210
90+50 91+00 91+50
170180190200
170180190
200
91+50 92+00 92+50
(E) GAS
STA 92+26
(E) 2" GAS MAIN
STA 92+78
5 MH 450813
STA 93+18.77
RIM ELEV=166.55
S INV 6"=160.90
E INV 8"=161.00
N INV 6"=160.89
SLOPE=-18.68% (E) 6" VCP LENGTH=319 FT
SLOPE=-18.68% (E) 6" VCP LENGTH=319 FT
STA 90+42.80 2
STA 92+19.80 2
STA 92+96.40 2
STA 90+77.10 2
STA 90+83.80 2

Belmont City CouncilJune 9, 2026

Belmont City Council
June 9, 2026