Belmont City Council
March 25, 2025

CITY OF BELMONT

CITY COUNCIL
www.belmont.gov

CITY COUNCIL REGULAR MEETING AGENDA
Tuesday, March 25, 2025
6:00 PM
City Council Chambers
City Hall, One Twin Pines Lane, Belmont, California
MEETING ATTENDANCE:

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

2. Comcast Cable Channel 27

3. Streamed live via the City’s website at www.belmont.gov,

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

5. Public may 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.

If you wish to submit written public comment, you may send an email to [email protected] before the council considers the item. Please indicate the agenda item topic or agenda item number you wish to comment on in your email’s subject line. Any public comment regarding agenda items that are received from the time of publication of the agenda and 3 hours before the start of the meeting will be distributed to the Council prior to the meeting and made part of the meeting record. Written public comments will not be read during the Council 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.
1 1. CALL TO ORDER [7:00 p.m.]

2. ROLL CALL

3. CLOSED SESSION

4. STUDY SESSION

5. PLEDGE OF ALLEGIANCE

6. REPORT FROM CLOSED SESSION

7. SPECIAL PRESENTATIONS
A. Police Department Personnel Oath of Office

8. PUBLIC COMMENTS ON ITEMS NOT ON THE AGENDA

9. COUNCILMEMBER ANNOUNCEMENTS
The Mayor also has the authority to order any person who willfully interrupts the meeting to be removed. All persons are expected to conduct themselves with civility and courtesy at all times. 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 in order 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 The public will have an opportunity to address the City Council concerning this item.

MATTERS SET TO BEGIN AT 7:00 P.M.

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.
2 10. CONSENT BUSINESS
A. Approval of Minutes
B. Annual Review of The Police Department’s Military Equipment Use Policy in Accordance with Assembly Bill 481
C. State Legislative Advocacy and Consulting Services with California Public Policy Group (CPPG)
D. Agreement with Rincon Consultants, Inc. for Climate Action and Adaptation Plan Update Services
E. 2025 Sewer Rehabilitation Project
Consent business items are considered to be routine in nature and will be enacted by one motion. There will be no separate discussion on these items unless a member or staf request specific items to be removed for separate action.

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

Recommendation: Consider modifications and approve minutes Attachment(s):

March 6, 2025
Recommendation: Receive the Police Department’s Annual Military Equipment Report; and adopt a resolution approving the Belmont Police Department’s 2024 Military Equipment Report
Attachment(s):

Staff Report
Resolution
Attachment(s):

Staff Report
Belmont Scope of Work
Recommendation: Adopt a motion authorizing the City Manager to negotiate and execute a service agreement with Rincon Consultants, Inc. for Climate Action and Adaptation Plan Update services for $216,400 plus a $25,000 contingency for a total not to exceed amount of $241,000.

Attachment(s):

Staff Report
Rincon Proposal
Recommendation: Adopt a resolution approving plans and specifications, authorizing advertisement for sealed bids, authorizing the City Manager to execute a contract with the lowest responsible and responsive bidder for an amount not to exceed $2,330,000 plus a ten percent construction contingency of $233,000, and approving a task order for construction management services with MNS Engineers, Inc. for an amount not to exceed $314,340 for the 2025 Sewer Rehabilitation Project, City Contract Number 2025-636.

Attachment(s):

Staff Report
Resolution
Rehabilitation Project Plans
Specifications
MNS Proposal for Construction Management and Inspection Services 3 F. Revised Master Employee Pay Schedule – January 2025 G. Memorandum of Understanding with the Belmont Police Officers Association H. Memorandum of Understanding with the Mid-Management Confidential Employees Association
I. Revised Compensation and Benefits Plan for Unrepresented Confidential Employee Group

11. PUBLIC HEARINGS
A. Development Entitlements for Two Retail Cannabis Dispensary Businesses on the south El Camino Real corridor
Recommendation: Adopt a resolution amending the City's Master Employee Pay Schedule to maintain compliance with California Public Employees Retirement System (CalPERS) regulations.

Attachment(s):

Staff Report
Resolution
Recommendation: Adopt a resolution approving the Memorandum of Understanding between the City of Belmont and the Belmont Police Officers Association for the period January 1, 2025, through June 30, 2028, with an optional extension through June 30, 2029.

Attachment(s):

Staff Report
Resolution
Exhibit A Itemized Fiscal Impacts by Fund and Division
Recommendation: Adopt a resolution approving the Memorandum of Understanding between the City of Belmont and the Mid-Management Confidential Employees Association for the period January 1, 2025, through December 31, 2028.

Attachment(s):

Staff Report
Resolution
Exhibit A-MMCEA Revised Compensation Plan - Itemized Fiscal Impacts by Fund and Division
Recommendation: Adopt a resolution approving revisions to the compensation and benefit plan for the unrepresented and confidential employee group.

Attachment(s):

Staff Report
Resolution
Recommendation:
(1) Consider two development entitlement applications from separate applicants for cannabis retail businesses proposed to be located at 1397 El Camino Real (Canna-Bel) and 1538 El Camino Real (NUG), and for each application consider the Planning Commission recommendations for rezoning the applicable property and approval of a development agreement for the project, and Zoning Administrator recommendations for Conditional Use Permit and Design Review entitlements for the project. (2) For the 1397 El Camino Real project, introduce an ordinance rezoning 1397 El Camino Real and APN 045-243-050 into 4 12. GENERAL BUSINESS
A. Housing Element Annual Progress Report 2024 and Housing Successor Annual Report FY 2023-24

13. BRIEF VERBAL REPORTS FROM MEMBERS AND STAFF
the S-3 Cannabis Overlay District, introduce an ordinance approving a development agreement for the project, and direct staff to place a resolution approving a Conditional Use Permit and Design Review for the project on a meeting agenda with adoption of the ordinances. (3) For the 1538 El Camino Real project, introduce an ordinance rezoning 1538 El Camino Real into the S-3 Cannabis Overlay District, introduce an ordinance approving a development agreement for the project, and direct staff to place a resolution approving a Conditional Use Permit and Design Review for the project on a meeting agenda with adoption of the ordinances.

Attachment(s):

Staff Report
Attachment 1 - Adopted S-3 Overlay Zone Area
Attachment 2 - Community Outreach & Policy Development Timeline Attachment 3 - Exhibit A - 1397 ECR Staff Report
---- Attachment 1 - 1397 ECR 300-500 Ft Radius Map
---- Attachment 2 - Canna-Bel Rezone Ord & Exhibit A - Zoning Map Amendment ---- Attachment 3 - Canna-Bel Development Agreement Ord & Exhibit A - DA ---- Attachment 4 - 3-4-25 PC Resos & 3-11-25 ZA Staff Report - 1397 ECR ---- Attachment 5 - Nov 2023 GP-BVSP EIR Addendum & Exhibits -1397 ECR ---- Attachment 6 - Project Plans - 1397 ECR
---- Attachment 7 - Canna-Bel Safety & Security Plan 1397 ECR ---- Attachment 8 - 600-Foot Buffer Map & 600-100-Foot Proximity Aerials -1397 ECR ---- Attachment 9 - Community-Neighborhood Outreach Materials - 1397 ECR Attachment 4 - Exhibit B - 1538 ECR Staff Report
---- Attachment 1 - 1538 ECR 300-500 Ft Radius Map
---- Attachment 2 - NUG Rezone Ord & Exhibit A - Zoning Basemap Amendment ---- Attachment 3 - NUG Development Agreement & Exhibit A - DA ---- Attachment 4 - 3-4-25 PC Resos & 3-11-25 ZA Staff Report - 1538 ECR ---- Attachment 5 - Nov 2023 GP-BVSP EIR Addendum & Exhibits - 1538 ECR ---- Attachment 6 - Project Plans - 1538 ECR
---- Attachment 7 - NUG Operational & Security Plan - 1538 ECR ---- Attachment 8 - 600 Foot Buffer Map & 600-100-Foot Proximity Aerials - 1538 ECR ---- Attachment 9 - NUG Community-Neighborhood Outreach Materials - 1538 ECR General Business items are considered separately, typically in the order listed. The chair will call for public comment on each item when the body considers the item.

Recommendation: Review the Housing Element Annual Progress Report 2024 and the Housing Successor Annual Report FY 2023-24, and direct staff to transmit the reports to the California Governor’s Office of Planning and Research (OPR) and the California Department of Housing and Community Development (HCD).

Attachment(s):

Staff Report
Attachment A Housing Element Annual Progress Report 2024 Attachment B Belmont Successor Agency Annual Report FY24 5 14. MATTERS OF INTEREST/CLARIFICATION

15. ADJOURNMENT
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. 6 City Council Meeting Minutes
Strategic Planning Session
March 6, 2025
1 CITY OF BELMONT CITY COUNCIL SPECIAL MEETING AGENDA
Belmont Library, Taube Room, 1110 Alameda De Las Pulgas, Belmont, California Thursday, March 6, 2025
CALL TO ORDER 9:15 a.m.

ROLL CALL
COUNCILMEMBERS PRESENT: Latimerlo, Jordan, McCune, Pang-Maganaris, Mates COUNCILMEMBERS ABSENT: none

ITEMS OF BUSINESS

GENERAL BUSINESS
FY 2025-26 Strategic Planning Workshop and Council Recess Dates Senior Management staff provided an overview of fiscal year 2024 priorities, reviewed recent major accomplishments, identified and discussed issues, concerns, and trends that may affect future city services, programs, policies, finances or operations.

Discission ensued on identifying on-going priorities and significant programs, policies, projects, or initiatives that the city should consider in the next few years. Council reviewed goals and objectives for upcoming fiscal year and challenges facing the City.

Council concurred to continue focusing on current strategic priorities, including prioritizing infrastructure and continued community engagement.

Council reaffirmed the Mission Vision and Values Statement, Council Code of Ethics Conduct and Council Protocols. Staff explained that edits to the protocols will be brought to Council at a subsequent meeting to include language amending the Parks and Recreation Commission terms, and other minor amendments.

Council concurred to cancel the July 22 and August 12, 2025 meeting for summer break and the November 11 and December 23 meetings due to holiday closure.

ADJOURNMENT at this time being 1:00 p.m.

Submitted by,
Jozi Plut, City Clerk
7

2025 Military Equipment Annual Report - Staff Report

STAFF REPORT
Meeting Date: March 25, 2025
Agency: City of Belmont
Staff Contact: Andrew Armando, Captain (650) 595-7400
Agenda Title: Annual Review of The Police Department’s Military Equipment Use Policy in Accordance with Assembly Bill 481
Agenda Action: Resolution
Recommendation
Receive the Police Department’s Annual Military Equipment Report; and adopt a resolution approving the Belmont Police Department’s 2024 Military Equipment Report.

Strategic Focus Area
Public Safety
Background
Today’s police departments must use a wide range of equipment to protect public safety and provide law enforcement in the communities they serve. Much of this equipment is also used by the military.

On September 30, 2021, California Assembly Bill 481 (AB 481) was signed into law. The passing of AB 481 created California Government Code Sections 7070, 7071, and 7072. This requires law enforcement agencies to disclose any “military equipment” it currently possesses and sets the framework for an approval process for future purchases of “military equipment.” Government Code §7071(b) requires law enforcement to submit a Military Equipment Use Policy to the city council for approval by ordinance.

The “military equipment” does need to have been acquired from the Department of Defense to be considered “military equipment.” Government Code §7070 provides a list of equipment types that are “military equipment” for purposes of the use policy. The Belmont Police Department – Military Equipment Use Policy 710 includes information for any such equipment types that are possessed by the department, or reasonably likely to be deployed in the City of Belmont by its law enforcement partners.

While the police department does not possess any tactical equipment that it has obtained from the military, it does possess some types of equipment that are listed in Government Code Section 7070. In addition, the police department participates in a regional S.W.A.T. team in conjunction with the San Mateo County Sheriff’s Office, which possesses and utilizes additional types of equipment.

AB 481 also requires law enforcement agencies to prepare an annual report containing information for the preceding calendar year. The report summarizes the required information:
• Obtain approval by the applicable governing body (Mayor and City Council) by adopting a 8

2025 Military Equipment Annual Report - Staff Report
military equipment use policy prior to taking certain actions relating to the funding, acquisition, or use of military equipment, as defined.
• Publish an annual report by the law enforcement agency to include each type of military equipment approved by the governing body. Hold at least one well-publicized and conveniently located community engagement meeting within 30 days of submitting and publicly releasing the annual military equipment report.
• The governing body reviews the military equipment use ordinance annually and has the option to either disapprove a renewal of a type of military equipment or amend the policy if it determines that the military equipment does not comply with approval standards. The City Council then determines whether to renew authorization of the military equipment use policy by considering certain factors provided by AB 481.

Once the report was completed for the 2024 Military Equipment Use Policy, the report was uploaded to the Belmont Police Department Transparency page on January 28, 2025. After it was uploaded, the police department notified the community (on social media on January 30, 2025, and through the City of Belmont Weekly ENews on January 31, 2025) of a public meeting on February 24, 2025, where the public could ask questions or make comments related to the policy. The public meeting was attended by a number of community members, where they were presented with some of the items described on the list and were given a time for questions and answers.

On March 25, 2025, the police department seeks to present its Military Equipment Report to the City Council for review, public comment, and approval.

Analysis
In accordance with AB 481, the Military Equipment Annual Report was posted on the police department’s website at least 30 days prior to this meeting.

During 2024, the department received no complaints about the use of our military equipment. In addition, there were no violations of policy regarding the deployment of military equipment. The police department has not obtained any equipment from federal military surplus programs, known as the 1033 Program, and does not possess any tactical equipment obtained from the military.

In early 2024, the 1997 police department command vehicle reached the end of its service life and was retired. This vehicle retirement and the anticipated replacement was documented in the 2023 Military Equipment list. In December of 2024, the police Department purchased a replacement command vehicle.

This new vehicle is documented in the 2024 Military Equipment List.

At a City of Belmont Council Regular Meeting on July 23, 2024, the police department presented information regarding the desire to implement an Unmanned Aerial Systems Program (UAS). The presentation occurred during the council’s general business portion of the meeting and the city council was provided the update, discussed the item and provided direction to the police department. The police department seeks to implement the Unmanned Aerial Vehicle (UAV) Program in 2025. As previously discussed, this program would be in cooperation with other city departments, including but not limited to 9

2025 Military Equipment Annual Report - Staff Report
parks & recreation and public works.

The department does also plan on restocking previously approved items which are used in training and in operations. The items utilized in the past year which would require replacement are the light sound diversionary devices (“Flashbangs”), and ammunition expended in training. In addition, the department looks to replace antiquated patrol rifles with the newer versions which possess the same characteristics and nomenclature of the previous approved items. Please refer to Attachment B for cost and other applicable details.

Before being allowed to use any of the department’s military equipment, a Belmont Police officer receives significant training in the safe use, handling and deployment of the item, and all actions by police personnel must comply with department policy, state law and constitutional protections regarding search and seizure. Many of the items have specific policies that relate to their deployment, and their use must comply with state and federal law.

The military equipment identified in Belmont Police Department Policy 710 is necessary because there are no reasonable alternatives that can achieve the same objective of officer and community safety. Staff recommend the City Council receive the Police Department’s 2024 Military Equipment Report, receive public comment, and adopt the resolution approving the department’s Military Equipment Report. The proposed resolution is attached as Attachment A, the 2024 Military Equipment Report and Policy 710 are attached as Attachment B.

Alternatives

1. Refer to staff with directions.

Attachments
A. Resolution
B. Belmont Police Department Military Equipment Annual Report and Policy 710 Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

Fiscal impacts for qualifying equipment owned/utilized by the Belmont Police Department are summarized under the Military Equipment List that is included in the Belmont Police
Department Military Equipment Annual Report and Policy.

Source: Purpose: Public Outreach:

Staff Statutory/Contractual Requirement Posting of Agenda 10

RESOLUTION NO. 2025 –

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT

RENEWING THE MILITARY EQUIPMENT POLICY ORDINANCE FOR THE

POLICE DEPARTMENT
WHEREAS , on September 30, 2021, California Assembly Bill 481 (AB481) was signed into law, regarding the funding, acquisition, and use of law enforcement equipment by law enforcement agencies; and,
WHEREAS, Government Code Section 7070 adopted by AB 481 requires law enforcement agencies to obtain the City Council’s approval by an ordinance adopting a military equipment use policy before taking certain actions relating to the funding, acquisition, or use of military equipment; and,
WHEREAS, the military equipment use policy is incorporated in the Belmont Police Department Policy Manual 710; and,
WHEREAS, Policy 710 is consistent with the definition of a military equipment use policy as provided in Government Code Section 7070 which lists the subjects to be addressed by a military equipment use policy; and,
WHEREAS, the Belmont Police Department posted the annual report on its website on January 28, 2025 per Government Code Section 7072 and Belmont Police Department Policy 710; and, WHEREAS, on March 25, 2025, the Belmont Police Department did present the annual report, where public comment, and comments from the City Council were made, and the annual report was discussed; and,
WHEREAS, on March 25, 2025, the City Council reviewed Ordinance No. 2202-1165, Police Department and Acquisition and Use of Military Equipment Pursuant to AB 481 and Government Code Section 7070 approving the Military Equipment Use Policy; and, WHEREAS, the City Council has accepted the annual report and desires to renew Ordinance No. 2202-1165.

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

SECTION 1. LEGISLATIVE FINDINGS:

The City Council reviewed Ordinance 2202-1165 Police Department Acquisition and Use of Military Equipment pursuant to Assembly Bill 481 and Government Code Section 7070 approving the Military Equipment Use Policy, and wishes to renew the ordinance for an additional year, as the Council continues to find the following:
a) The military equipment identified in policy 710 is necessary because there is no reasonable alternative that can achieve the same objective of officer and community member safety.
11

b) Policy 710 will safeguard the public’s welfare, safety, civil rights, and civil liberties.
c) The military equipment identified in Policy 710 is reasonably cost effective compared to available alternatives that can achieve the same objective of officer and community members.
d) The City did not have a military equipment use policy before the adoption of this ordinance, however, all prior military equipment use complied with policies in effect at the time.

SECTION 2. MILITARY USE POLICY ADOPTED
Belmont Police Department Policy 710, attached as Attachment 1, is approved under Government Code Section 7071 as the military equipment use policy for the department.

SECTION 3. ANNUAL REPORT
The Chief of Police is to prepare and timely submit an annual military equipment report to the Council as provided in Government Code Section 7072.
* * *
ADOPTED March 25, 2025 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
12

1 State Legislative Advocacy and Consulting Services with California Public policy Group (CPPG) - Staff Report-CPPG Contract approval

STAFF REPORT
Meeting Date: March 25, 2025
Agency: City of Belmont
Staff Contact: Jozi Plut, City Clerk, [email protected], 650-595-7414 Agenda Title: State Legislative Advocacy and Consulting Services with California Public Policy Group (CPPG)
Agenda Action: Motion
Recommendation
Motion authorizing the City Manager to negotiate and execute a 3-year service agreement with California Public Policy Group (CPPG) to provide State legislative advocacy and consulting services to the City in an amount not to exceed $54,000 annually plus 10% contingency, including City Manager authority to extend the agreement for an additional, consecutive two-year term for the same annual amount.

Strategic Focus Area
Fiscal and Organizational Sustainability
Background
The City Council expressed interest in receiving more regular updates on pending legislation and engaging on pending legislation that impacts the City. On March 24, 2020, City Council approved Resolution 2020- 022 authorizing a contract with Renne Public Policy Group (RPPG) to provide State Legislative Advocacy and Consulting Services, addressing the City Council’s top priorities. Employing a multi-pronged approach, the City benefits from the expertise of a legislative consultant when appropriate on state legislation regarding housing initiatives, infrastructure, regional transportation improvements, environmental sustainability, community services, public safety and emergency management and other policies that may affect the City’s operations or finances.

In line with the City’s Legislative Program, contracting with RPPG provided an active legislative program and the City Council has more opportunity to comment on pending legislation relatively frequently given the recent significant increase in State legislation that directly affects cities.

Analysis
The City of Belmont actively engages in legislative advocacy at the local, state, and federal levels to protect the interests of its residents and businesses. Through its Legislative Platform, the City establishes broad policy positions to guide timely responses to legislative matters, including correspondence and collaboration with organizations like the League of California Cities. Maintaining an advocacy program ensures City officials stay informed on evolving state initiatives that may impact key priorities.

Additionally, having a legislative advocate in Sacramento helps monitor legislation, build relationships with policymakers, and provide strategic support, including policy analysis, advocacy, and budget reviews, to amplify the City’s voice in legislative discussions. 13

1 State Legislative Advocacy and Consulting Services with California Public policy Group (CPPG) - Staff Report-CPPG Contract approval In May 2019, Renne Public Law Group (RPLG) launched Renne Public Policy Group (RPPG) to provide non-legal services, including legislative advocacy and grant writing, to public sector clients. Over time, RPPG has expanded significantly, leading to a decision to spin off into a separate corporation, California Public Policy Group (CPPG) effective October 1, 2024. The City of Belmont was requested to approve the assignment of its service contract to CPPG under the same terms and conditions.

California Public Policy Group will continue to work with the City to update the City’s legislative platform and will complement and fortify the City’s existing relationships with State representatives as well as facilitate dialogue with other legislators.

Key deliverables include:
• Update and development of the City’s legislative platform and advocacy materials • Monitoring and tracking key legislation regarding the City’s priorities and interests • Representation at legislative committee meetings on matters of interest to the City • State Administration outreach
• Assistance with the identification of relevant grant opportunities and development of strategies for securing them
• Monitoring and reporting on pending legislation that may affect the City The proposed 3-year not-to-exceed contract amount is $54,000 annually plus 10% contingency with an option to extend the agreement for an additional, consecutive two-year term for the same annual amount.

Alternatives

1. Defer to staff for more information

2. Take no action
Attachments
A. CPPG Scope of Work
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

Current year’s cost for this service agreement is included in the General Fund under the City Manager’s Office budget
(Account# 101-1-111-8351). Funds for subsequent years of the service agreement will be incorporated as part of the annual budget development and subject to Council appropriation.

Source: Purpose: Public Outreach:

Staff Council Vision/Priority Posting of Agenda
14 Exhibit A – Scope of Work, City of Belmont
• On at an annual basis, assist with developing and updating the City’s legislative agenda and policy platform in light of legislative trends.
• Conduct state, regional, and local policy research; inform the City of relevant policies, develop advocacy materials, and assist the City with local positions on high-priority subjects. • Track state legislation and provide legislative tracking reports regularly to City. • Regularly communicate with the City to assess legislative options, analyze legislation and discuss policy objectives including review and input into the City’s legislative policy platform and meeting via teleconference periodically with the City Council’s relevant council sub-committee. • Proactively address legislation, topics or issues that unfold in advance of the legislative session. • Serve as a liaison between the City and State Legislature, Executive Branch or other officials in state government as identified by the authority.
• Develop strong working relationships with State Legislature, state agencies, Executive Branch and other key stakeholders.
• Raise, discuss, and recommend any affirmative legislative action that may benefit the City, and identify any potential or actual legislative or agency action that may impact the City and region. • Coordinate and collaborate with other municipalities and organizations having similar legislative objectives as the City. Where appropriate, advocate positions on legislation and work to secure language in legislation that will advance the City’s interests. • Develop and participate in strategic coalitions with associations and governmental organizations in furtherance of the City’s legislative agenda as requested. • Provide the City with a written annual report, related to the City’s state agenda and a summary of services provided and measurable results achieved on behalf of the City. • Draft letters, legislative language and talking points or other advocacy materials on legislation as necessary.
• Prepare letters in support of the City’s adopted legislative position to members of the state legislature, executive branch, and other officials in State government as needed. • Testify at the direction of and on behalf of the City at hearings before legislative committees. 15 • Prepare written testimony for city officials who wish to testify before legislative committees. • Conduct at least one briefing per year to the Mayor and City Council and key City departments as identified by the City Manager’s Office.
• Develop and implement strategies to best position city to obtain state general fund dollars for the City’s projects and programs.
• Register to lobby, on behalf of the City, with the necessary State officers and agencies, requirements mandated by the Fair Political Practices Commission (“FPPC”), and any other legal requirements. 16

Climate Action and Adaptation Plan Contract - Staff Report

STAFF REPORT
Meeting Date: March 25, 2025
Agency: City of Belmont
Staff Contact: Karen Clark, Management Analyst, [email protected]; Kathy Kleinbaum, Assistant City Manager, [email protected]
Agenda Title: Agreement with Rincon Consultants, Inc. for Climate Action and Adaptation Plan Update Services
Agenda Action: Motion
Recommendation
Adopt a motion authorizing the City Manager to negotiate and execute a service agreement with Rincon Consultants, Inc. for Climate Action and Adaptation Plan Update services for $216,400 plus a $25,000 contingency for a total not to exceed amount of $241,400.

Strategic Focus Area
Infrastructure and Mobility
Background
State law requires local jurisdictions to address climate vulnerability and incorporate climate adaptation policies into their General Plan Safety Elements. In addition, many jurisdictions develop greenhouse gas (GHG) mitigation or climate action plans to achieve local, regional, and state emissions reduction goals.

In 2017, the City of Belmont adopted its first Climate Action Plan (CAP) concurrently with the 2035 Belmont General Plan, Belmont Village Specific Plan, Phase 1 Zoning Amendments, and accompanying Environmental Impact Report. This comprehensive, long-range policy effort was informed by community workshops, stakeholder interviews, a citywide survey, technical analysis, and reviews by the City Council, Planning Commission, and Parks and Recreation Commission.

Since 2017, many of the City’s CAP goals have been completed or are underway. Milestones have included opting into Peninsula Clean Energy’s ECO 100 option for 100% renewable energy in municipal facilities, converting all streetlights to LEDs, implementing energy and electric vehicle building reach codes, establishing a smart growth policy for development along the El Camino Real corridor and adjacent to the City’s Caltrain station, and making bicycle and pedestrian-friendly improvements along the Ralston Avenue corridor. The City has also promoted waste, water, and energy efficiency rebates and incentive programs offered by partner organizations.

The 2017 CAP established GHG emission reduction targets for 2020 and 2035 (to align with the 2035 General Plan). While the City exceeded its 2020 target of returning to 1990 emission levels or below, it is among many jurisdictions not currently tracking to meet the State’s 2030 target, which is ambitious at 40% below 1990 levels.
17

Climate Action and Adaptation Plan Contract - Staff Report The California Governor’s Office of Planning and Research General Plan Guidelines has indicated that CAPs may be updated every three to five years to adjust policies based on the trajectory of GHG emissions and the latest regional planning efforts. It has now been seven years since the City’s last CAP was adopted; therefore, a CAP update was an initiative identified in the 2020-2027 Citywide Strategic Plan Dashboard.

Analysis
In January 2025, the City published a request for proposals (RFP) for a Climate Action and Adaptation Plan (CAAP) Update. This update will modernize the City’s 2017 CAP, setting GHG emissions reductions targets for 2030, 2035, and 2045 to align with State targets and 2035 General Plan, respectively. The update will engage internal and external stakeholders in critical discussions about the mitigation measures necessary to meet the State’s ambitious targets and integrate equity considerations. It will also include climate adaptation strategies. While CAPs traditionally include mitigation measures to reduce emissions and prevent further warming, adaptation strategies additionally address the impacts of climate change that are already in motion.

In response to the RFP, the City received four proposals. After careful consideration, interviews, and reference checks, staff now recommends entering into an agreement with Rincon Consultants, Inc. (Rincon). Rincon has prepared over 70 CAAPs, GHG reduction strategies, and sustainability plans, including the associated GHG inventories and climate vulnerability assessments, for municipalities, special districts, universities, and private clients throughout California. They are also contracted with San Mateo County to lead the Regionally Integrated Climate Action Planning Suite (RICAPS), providing all its constituent cities with GHG inventories, a climate action planning toolkit, grant support, and multijurisdictional coordination.

To move forward with Rincon, staff recommends that the City Council adopt a motion authorizing the City Manager to negotiate and execute a service agreement for CAAP Update services for $216,400 plus a $25,000 contingency for a total not to exceed amount of $241,400. Rincon’s work and fee proposal is included as Attachment A.

Alternatives

1. Refer back to staff for more information

2. Take no action on this Strategic Plan initiative at this time Attachments
A. Rincon Consultants, Inc. Proposal
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:
$37,540 is estimated to be expended in the current fiscal year and can be absorbed in the General Plan Maintenance Fund (Account #212-5-906-8351); therefore, no supplemental budget
appropriation is required. The remaining amount of the service 18

Climate Action and Adaptation Plan Contract - Staff Report agreement is expected to be expended in subsequent fiscal years and will be subject to the City Council’s annual budget appropriation.

Source: Purpose: Public Outreach:

Council Council Vision/Priority Posting of Agenda

19 Rincon Consultants, Inc.
66 Franklin Street, Suite 300
Oakland, California 94607
510-834-4455
www.rinconconsultants.com
February 7, 2025
Karen Clark, Management Analyst
City Manager’s Office
City of Belmont
One Twin Pines Lane, Suite 340
Belmont, California 94002
Via email: [email protected]
Subject: Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont Dear Ms. Clark:

Rincon Consultants, Inc. (Rincon) is excited for the opportunity to assist the City of Belmont with the development of a Climate Action and Adaptation Plan (CAAP). We have extensive climate action and adaptation analysis, planning and implementation experience within San Mateo and across California. Rincon has developed our CAAP implementation practice emphasizing key adaptation and mitigation sectors such as community wildfire protection, electric vehicle infrastructure, active transportation, renewable fuels, and building electrification.

Rincon will leverage this experience to build on the City’s existing climate action and resilience efforts included in the current update to the Safety Element of the General Plan as well as the City’s 2017 Climate Action Plan (CAP). Rincon will also build off our unique local and regional experience leading San Mateo County’s Regionally Integrated Climate Action Planning Suite (RICAPS) to streamline the CAP development process by incorporating RICAPS tools such as the GHG inventory, forecast, SPARQ tool, and menu of measures. We look forward to the opportunity to partner with the City in the preparation of Belmont’s CAAP.

When considering climate planning, we do not opt for a standardized approach. With an in-house dedicated climate mitigation and adaptation team, we are constantly looking for ways to innovate as a means of achieving progressive objectives in an implementable manner that also provides significant community value. The strategy for the Belmont’s CAAP will be no different as we work to develop a comprehensive, defensible, locally relevant, and feasible plan through an inclusive planning process that reduces greenhouse gas (GHG) emissions and improves the City’s quality of life and resiliency to climate change.

Leading the Rincon team will be Ryan Gardner, MESM, LEED-AP, Director and head of Rincon’s statewide climate action practice. Ryan has managed and guided the completion of CAAPs for municipal agencies and special districts across the state and is currently managing RICAPS. Olivia Mendoza will serve as Project Manager. She specializes in climate adaptation and mobility and will provide day-to-day project management. We believe that our experience developing CAAPs and GHG reduction measures, innovative tools and programs, and focus on local implementation gives us a unique understanding of, and sensitivity to, the broad range of issues that will be important to the success of this CAAP.

Thank you for considering Rincon for this important assignment. Please do not hesitate to contact us if you have questions about this proposal or need additional information.

Sincerely,
Rincon Consultants, Inc.

Olivia Mendoza | Project Manager
[email protected]
Contact for clarification
Ryan Gardner | Director of Climate Action and
Implementation
[email protected]
Contact for clarification
20 Table of Contents
Rincon Consultants, Inc. i
Table of Contents
1 General Information............................................................................................................................................1 About Rincon .......................................................................................................................................................1 A Holistic Approach to Climate Change .............................................................................................................1 2 Qualifications and Experience............................................................................................................................3 Climate Adaptation and Action Plan Expertise ..................................................................................................3 Select Project Descriptions.................................................................................................................................4 Biographies for Key Personnel ...........................................................................................................................7 3 Cost Proposal ......................................................................................................................................................9 4 Project Approach and Timeline ........................................................................................................................14 Task 1 Project Management.........................................................................................................................14 Task 2 Document Reviews............................................................................................................................15 Task 3 GHG Emissions Inventory..................................................................................................................16 Task 4 GHG Forecasts and Targets ..............................................................................................................17 Task 5 Measure and Action Development...................................................................................................18 Task 6 Community Outreach and Engagement...........................................................................................23 Task 7 Climate Vulnerability, Adaptation, and Resilience...........................................................................25 Task 8 CAAP Document.................................................................................................................................26 Task 9 Environmental Review.......................................................................................................................28 Optional Task A CEQA Streamlining .............................................................................................................30 Optional Task B CAAP Progress Monitoring .....................................................Error! Bookmark not defined.

Optional Task C Balancing Act..........................................................................Error! Bookmark not defined.

Optional Task D Replica VMT Analysis .............................................................Error! Bookmark not defined. 5 References ........................................................................................................................................................35 Reference List ...................................................................................................................................................35 6 Services Agreement and Conflict of Interest Statements...............................................................................36 7 Other Information..............................................................................................................................................37 Implementation Experience..............................................................................................................................37 21 General Information
Rincon Consultants, Inc. 1
1 General Information
About Rincon
Rincon Consultants, Inc. (Rincon) is a science-based
environmental and climate consulting firm that provides quality professional services to government and industry. Our skilled professionals have decades of combined experience in climate action, adaptation, and resilience planning, greenhouse gas (GHG) emissions inventorying and analysis, vulnerability assessments, California Environmental Quality Act (CEQA) compliance and streamlining, energy conservation and electrification, green building, and public engagement related to these services. Our approach focuses on well-designed solutions that respond to our clients’ specific needs in a cost-effective manner.

Rincon has prepared over 70 Climate Action and Adaptation Plans (CAAP), Greenhouse Gas (GHG) Reduction Strategies, and
Sustainability Plans, including the associated GHG inventories and climate vulnerability assessments for municipalities, special districts, universities, and private clients throughout California.

Rincon completes the annual RICAPS GHG inventories and has provided a suite of climate action planning tools to cities within San Mateo County, giving us unparalleled experience with the City’s GHG inventory methodologies and a comprehensive understanding of best practices in GHG analysis. Recently we have provided climate planning assistance with the following Bay Area clients: Cities of Pacifica, Half Moon Bay, Foster City, Cupertino, Campbell, Palo Alto, Sunnyvale, Hayward, Pinole, San Leandro, San Ramone, Livermore, Pleasanton and the Counties of Santa Clara, San Mateo, and Contra Costa.

Rincon has more than 440 staff and is large enough to provide the expertise needed to successfully complete the City’s CAAP, yet flexible enough to quickly respond to changes in direction or unexpected challenges that may emerge. We have a dedicated climate action team that supports the planning, implementation, and monitoring phases associated with a CAAP.

A Holistic Approach to Climate Change
Climate plans are developed with various titles ranging from Climate action Plans (CAPs), Climate Action and Adaptation Plans (CAAPs), Climate Action and Resilience Plans (CARPs), GHG Reduction Strategies, Sustainability Plans. Rincon has prepared plans under all of these titles. In most cases these plans are very similar and contain measures and actions focused on climate action, adaptation and resilience. This is largely due to Rincon’s holistic approach to climate change planning where we strive to stack the benefits of each measure as much as possible to emphasize both GHG mitigation and climate adaptation and a host of associated co-benefits. Our goal is to address both the direct and indirect consequences of climate change, integrate both mitigation and adaptation into policies, and ensure that those policies are flexible enough to adapt to an evolving climate landscape. The graphic below includes a few examples of holistic climate policy.

Legal Name:

Rincon Consultants, Inc.

Legal Form:

California “S” Corporation
Founded: 1994 (30 Years)
Professional Staff: 400+
California Offices: 13
Phone Number:
510-834-4455
Website:
https://www.rinconconsultants.com/
Federal Tax ID: 77-0390093
Proposal Contact:

Ryan Gardner, Director
Address:
66 Franklin Street, Suite 300
Oakland, California 94607
Phone Number: 510-591-1861
Email:

[email protected]
22 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 2 Traditionally climate planners have developed strategies that are intended to address issues on a sector basis (i.e.. energy, transportation, waste, water, etc.). This methodology calls for an extensive list of very specific measures that doesn’t consider the relationship across sectors and across mitigation and adaptation efforts. By employing a systems approach to climate action and adaptation we are able to identify measures and actions that maximize the benefits of climate action and adaptation policies. By focusing on understanding and addressing the complex, interrelated components of climate change impacts, responses, infrastructure and human systems. we encourage the development of policies that not only mitigate climate change but also enhance resilience, promote sustainability, and support equitable outcomes across sectors. 23 Qualifications and Experience
Rincon Consultants, Inc. 3
2 Qualifications and Experience
Rincon has a breath of knowledge in climate adaptation and action planning, as well as implementation and monitoring. We have assisted over 70 cities, counties, utilities, special districts, and universities throughout the State with climate action, adaptation, and implementation and have built cutting-edge tools to help jurisdictions track their plan’s progress over time. Through our extensive CAAP experience, we have gained an understanding of the variety of goals that drive the development of a CAAP, such as increasing a community’s capacity to adapt to climate change, GHG reduction, grant funding and co-benefits such as improved economy, cleaner air, and improved health outcomes. We work with communities to help guide CAAP development to meet their needs and establish measures that are implementable within the local political, regulatory, and social context.

Climate Adaptation and Action Plan Expertise
Rincon offers extensive experience providing climate action and adaptation planning services to California municipalities, and our team brings unique qualifications to assist with managing projects in an efficient, transparent, and ethical manner. Our staff have experience managing, processing, and reviewing various types of projects ranging from planning through implementation and monitoring support. Our clients have come to expect a high degree of involvement with community members and organizations, public agency staff, and decision-makers. As an environmental and climate consulting firm, we offer data-driven and community-driven engagement programs. As we develop measures and actions, we recognize that the synergies between GHG mitigation and climate adaptation provide for a more resilient community. Rincon prepares cutting edge climate vulnerability assessments and develops effective adaptation and resilience policies and plans across local and regional scales. A partial list of such clients with whom we are contracted for climate action and adaptation planning services includes the following.

Greenhouse Gas Inventory/Climate Action and Adaptation Plan Clients Statewide GHG Inventory/Climate Action Plan Clients

1. City of Albany

2. City of Atascadero

3. City of Brawley

4. City of Berkeley

5. City of Beverly Hills

6. City of Burbank

7. City of Calexico

8. City of Calipatria

9. City of Camarillo

10. City of Campbell

11. City of Carmel

12. City of Chico

13. City of Cupertino

14. City of Dublin

15. City of El Centro

16. City of Foster City

17. City of Glendale

18. City of Grover Beach

19. City of Half Moon Bay

20. City of Hayward

21. City of Healdsburg

22. City of Heber

23. City of Holtville

24. City of Imperial

25. City of La Cañada
Flintridge

26. City of Laguna Beach

27. City of Lake Elsinore

28. City of Livermore

29. City of Montclair

30. City of Morro Bay

31. City of Pacifica

32. City of Pasadena

33. City of Paso Robles

34. City of Pismo Beach

35. City of Pleasanton

36. City of Rohnert Park

37. City of Sacramento

38. City of San Luis Obispo

39. City of San Marcos

40. City of Santa Cruz

41. City of South Pasadena

42. City of Sunnyvale

43. City of Thousand Oaks

44. City of Vista

45. City of Walnut

46. City of West Hollywood

47. Calaveras County

48. Coachella Valley Water
District

49. Imperial County

50. Inland Empire Utilities
Agency

51. King County

52. Las Virgenes Municipal
Water District

53. Merced County

54. The Metropolitan
Water District of
Southern California

55. Ramona Barona
Collaborative

56. San Bernardino Valley
Municipal Water
District

57. San Mateo County

58. Santa Barbara County

59. San Benito County

60. Santa Clara County

61. Santa Clarita Valley
Water Agency

62. Santa Cruz County

63. Sonoma County

64. Sonoma County
Regional Park

65. Port of Hueneme

66. Berkeley College

67. Lake Merritt College

68. Moorpark College

69. Oxnard College

70. Peralta Community
College

71. Stanford University

72. Ventura College

73. County of Ventura
24 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 4 Select Project Descriptions
County of San Mateo
Community and Government Climate Action Plan and San Mateo County Climate Collaborative
San Mateo County, California
Rincon provided planning services for the
San Mateo County Government Operations
Climate Action Plan (GOCAP) and the
Community Climate Action Plan (CCAP).

Rincon led review of the County initial list of
action ideas, recommending specific
measures, and further defining each action
item with specific targets and/or actions in
order to identify potential metrics for each
action item to a level that would allow for
qualitative analysis.

With this list of actions now complete, Rincon is led a multi-criteria analysis that will evaluate actions against five criteria: GHG reductions, costs, technical difficulty, political difficulty, and generation of co-benefits in order.

Using this output, Rincon worked with the County to prioritize a list of measures or suites of measures. Measure suites contain several supportive measures that are required to realize the desired GHG reduction. Once prioritized measures were selected, Rincon conducted a deeper quantification of measure benefits. This analysis leveraged several methodologies to provide GHG reduction, cost, and co-benefit values. For difficult-to-quantify measures (such as those that rely on voluntary actions), Rincon worked with the County to develop quantifiable metrics for implementation tracking, so that GHG reduction progress can be determined over time.

After completion of the CCAP and GOCAP, Rincon was hired as the long-term Climate Collaborative (formerly named RICAPS) support consultants. In this capacity, Rincon provides climate action planning support to every city within San Mateo County as well as supporting monthly workshops and implementation groups. Rincon provides bi-annual GHG emissions inventories, a climate action planning toolkit (including our scenario planning tools) and has applied to multiple grant opportunities for the County and its jurisdictions.

City of Cupertino
Climate Action Plan Update, CAP Update/GHG Threshold CEQA, CEQA GHG Checklist, and CEQA GHG Thresholds and Guidance
Cupertino, California
Rincon led the team that assisted the City of
Cupertino in updating its Climate Action Plan
(CAP). The updated CAP provides the basis
for prioritizing, budgeting, implementing, and
monitoring GHG emission reduction
strategies as the City strives to reach carbon
neutrality by 2045. Rincon peer reviewed the
City-prepared GHG inventories and CCVAs,
provided adaptation recommendations for
integration into the General Plan Safety
Element Update, prepared GHG forecasts
and gap analysis through 2045, developed a
CEQA GHG Checklist and CEQA GHG Thresholds for the City, and prepared CEQA documentation for the CAP Update and GHG Thresholds.
25 Qualifications and Experience
Rincon Consultants, Inc. 5
The Rincon Team, in conjunction with Cascadia Consulting Group, also assisted the City with an equitable outreach campaign related to the CAP Update. The engagement effort has involved public workshops, interested party meetings, and public surveys. In order to reach a wide range of interested parties and aspects of the community, including sensitive community areas, the team has also found creative ways of encouraging a wider segment of the population to participate in CAP Update visioning, including via provision of a stipend to encourage attendance and participation in related community engagement meetings.

Based on the GHG forecasts and gap analysis, as well as input from interested parties and the overall community regarding the CAP Update, Rincon assisted the City with development of a suite of GHG reduction measures, GHG reduction quantification and assessment of community co-benefits of such measures, and CAP Update document preparation.

Rincon is also leading development of a CEQA GHG Checklist for future CEQA streamlining related to City CEQA GHG emissions analyses and quantitative City CEQA GHG Thresholds. Furthermore, Rincon led the CAP Update/CEQA GHG Thresholds CEQA assessment (via preparation of a programmatic Initial Study-Negative Declaration). The CEQA environmental analysis focused on the potential physical environmental impacts that could result from implementation of the CAP Update measures and actions. Rincon also assisted the City with drafting California Assembly Bill 52 communication with local Native American Tribes materials for purposes of CAP Update CEQA assessment related to tribal cultural resources.

The City has also requested Rincon’s assistance with preparation of a Cupertino-specific CAP implementation tracking and monitoring tool (Rincon’s CAPDash tool). These various steps help to pave the way for CAP implementation. The Cupertino CAP Update was adopted and is a qualified GHG reduction plan in compliance with CEQA Guidelines 15183.5.

County of Santa Clara
Community Climate Action Roadmap
Santa Clara County, California
Rincon recently kicked off the County of Santa Clara’s Community CAP Update with the County’s Office of Sustainability. In addition to generating a baseline GHG inventory, the primary objective of the project will be to build an interactive cloud-based relationship map that identifies all the groups (cities, non-profits, and private sector entities) working on climate action planning within Santa Clara County, as well as their goals and core mission. Once the primary goals, measures, and actions for these groups are identified, Rincon will then develop a suite of measures that the County can undertake to facilitate the achievement of these groups and the County’s own GHG reduction targets. These reduction measures will include actions pertaining to active transportation, transit, buildings, waste, water, and sequestration.
26 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 6 City of Livermore
Community Climate Action and Adaptation Plan
Livermore, California
Rincon led the team that assisted the
City of Livermore in updating its
Climate Action Plan (CAP), Climate
Vulnerability Assessment, and Initial
Study-Negative Declaration (IS-ND).

The updated CAP provides the basis
for prioritizing, budgeting,
implementing, and monitoring GHG
emission reduction strategies as the
City strives to reach carbon neutrality
by 2045. As part of the project, Rincon
conducted a full suite of baseline
assessment technical studies
including an inventory update,
forecast of future emissions to 2045,
and a vulnerability assessment.

Based on the results of the technical
documents, Rincon worked with City staff, the Climate Action Planning Advisory Committee, and other stakeholders to develop a suite of GHG reduction and adaptation strategies that fit the City’s unique blend of technological advancement (Lawrence Livermore and Sandia National Laboratories) and agricultural roots.

Measures include electrification ordinances, education and outreach campaigns, electric vehicle infrastructure upgrades, and carbon sequestration opportunities. Rincon is also partnered with HIPInvestor, who will develop a complete funding and financing strategy for the CAP actions, helping to pave the way for implementation after the CAP is adopted.

During the project, the City identified the benefits of new building electrification and expanded the work scope to include the development of a New Building Electrification Ordinance, cost effectiveness study, and community outreach, that Rincon will also be leading. At project wrap up, Rincon also completed a CAPDash cloud-based monitoring tool for the City to tack their implementation progress over time as well as complete GHG inventories quickly and easily. The plan can be found at the cities website:
https://www.livermoreca.gov/departments/community-development/climate-action-plan-draft 27 Qualifications and Experience
Rincon Consultants, Inc. 7
Biographies for Key Personnel
For over a decade, Rincon has provided Sustainability and Climate Resilience services with the simple idea that we want our work to result in tangible, positive change in the community. Plans and roadmaps that sit on the shelf serve no purpose. Therefore, we set out to tackle the hurdles to successful climate action and adaptation planning by working with our clients and their communities, opening communication across departments, and not shying away from complex problems. For the development of Belmont’s CAAP, Rincon has assembled a team of highly skilled sustainability and climate science and planning professionals who combine extensive technical qualifications and knowledge of climate action and adaptation planning and implementation with years of experience supporting jurisdictions in the region.

Rincon has assembled a team of highly skilled environmental science and planning professionals who combine extensive technical qualifications and knowledge of CAAPs with several years of experience working in the region. Brief resumes for all key team members are included on the following pages.

Management Team
Ryan Gardner | Principal-in-Charge
Ryan Gardner serves as Rincon’s Director of Climate Action and Implementation with Rincon’s Sustainability Services Group. He is experienced in CAP development, GHG reporting and audits, life cycle analysis, green building strategies, carbon accounting, carbon sequestration, sustainable infrastructure, and the equity impacts of implementing these changes. Ryan has contributed to a variety of successful projects for which equity was the foundational consideration including the City of Berkeley Existing Building Electrification Strategy, which developed a suite of equity guardrails that functioned as a mechanism to center the plans development and incorporate community feedback in a meaningful way. Ryan also implemented Rincon’s first minigrants, which are used to pay the community back for their contributions to the plan, building capacity at local non-profits and offsetting the costs of engagement by providing meals, travel, and childcare. In addition, Ryan is currently working on the City of Cambell CAP as well as the County of Santa Clara’s Community CAP. Ryan has worked with local communities and community leaders to develop CAPs, GHG inventories and forecasts, electrification plans, sustainability plans, and other projects for public and private clients across the state.

Olivia Mendoza | Project Manager
Olivia is a Climate Planner at Rincon with a background in transportation and land use. She has contributed to various climate initiatives, including climate action and adaptation plans, EV resiliency projects, transportation demand management updates, and mobility hub projects. Olivia is currently managing several climate projects at Rincon such as the Beverly Hills CAAP, Simi Valley Safety Element Update, and supporting with management on the Association of Monterey Bay Area Governments EV Car Resiliency Framework. Her previous experience at Steer and Irvine and Associates, along with her education in Geology and Environmental Justice, has equipped her to tackle complex climate challenges.
28 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 8 Joanna Thelen | Greenhouse Gas Emissions Technical Lead Joanna is a Technical Lead within Rincon’s Sustainability and Climate Action Group and a Carbon Analyst in the firm’s Carbon Accounting Group. She has extensive experience developing and managing Climate Action Plans (CAPs), including CEQAcompliant CAPs, and is skilled in carbon accounting, life cycle analysis (LCA), and constructing GHG mitigation plans. Her experience also includes verifying GHG emissions for California’s Mandatory Reporting Regulation (MRR) and Low Carbon Fuel Standard (LCFS) programs, as well as developing and verifying LCA verifications in accordance with ISO standards. With a strong technical background, she strives to ensure that climate action strategies are data-driven, scientifically robust, and aligned with regulatory requirements to support effective emissions reduction planning.

Ella Fletcher | Lead Analyst
Ella is a climate analyst with expertise in GHG accounting, CAP development, and GHG verifications. As a Planner II within Rincon's Climate and Sustainability Practice, she uses her interdisciplinary background to assist municipalities in climate action planning and private clients in reducing their GHG emissions. Ella has worked on GHG inventories (Scope 1, 2 and 3) and reports, assisting in the forecasting of GHG emissions per business-as-usual scenarios and scenarios adjusted for California State climate policies, as well as conducting technical analysis of GHG reduction strategies to set emissions targets. She has developed customized GHG emissions reduction measures and actions and quantified the short- and long-term GHG emissions reduction potential of energy, transportation, waste, water, and carbon sequestration measures. She also has experience in GHG verifications, ensuring client data and calculations are reported according to state-established protocols and preparing verification reports. She serves as a staff verifier for California’s Mandatory Greenhouse Gas Reporting Program (MRR) and Low Carbon Fuel Standard (LCFS).

Through her experiences, Ella has developed a comprehensive skill set to help clients navigate and meet their climate goals effectively.
29 Cost Proposal
Rincon Consultants, Inc. 9
3 Cost Proposal
The Rincon Team will complete the core work program described herein for a cost not to exceed $216,399, as shown in the table below. The cost estimate includes all items required to prepare a CAAP. In addition, Rincon has provided several optional tasks which we feel would enhance the overall CAAP program.

Budget
Rate Hours
Labor
Budget
Direct
Expenses
Total
Budget
Task 1 Project Management and Check-in Meetings 116 $28,697 $0 $28,697 Task 1.1 Kick-off Meeting 5 $1,290 $0 $1,290
Director $318 2 $636
Planner IV $218 3 $654
Task 1.2 Project Check-in Meetings 48 $12,064 $0 $12,064 Director $318 16 $5,088
Planner IV $218 32 $6,976
Planner II $180 0 $0
Task 1.3 Project Management 63 $15,343 $0 $15,343
Director $318 30 $9,540
Planner IV $218 20 $4,360
Planner II $180 0 $0
Administrative Assistant/Billing Specialist $111 13 $1,443 Task 2 Document Review 21 $4,346 $0 $4,346
Director $318 3 $954
Planner IV $218 4 $872
Planner II $180 14 $2,520
Rate Escalation Allowance $0 0 $0
Task 3 GHG Inventory 0 $0 $0 $0
Director $318 0 $0
Planner IV $218 0 $0
Planner II $180 0 $0
Task 4 GHG Forecasts and Targets 33 $6,444 $0 $6,444
Task 4.1 GHG Forecast 33 $6,444 $0 $6,444
Director $318 2 $636
Planner IV $218 6 $1,308
Planner II $180 25 $4,500
Task 4.2 GHG Targets 0 $0 $0 $0
Director $318 0 $0
Planner IV $218 0 $0
Planner II $180 0 $0
30 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 10 Rate Hours
Labor
Budget
Direct
Expenses
Total
Budget
Task 5 Measure Development 296 $63,930 $0 $63,930
Task 5.1 Draft Measures and Actions 99 $21,472 $0 $21,472 Director $318 8 $2,544
Planner IV $218 26 $5,668
Planner II $180 30 $5,400
Task 5.1.1 Interdepartmental Meetings 35 $7,860 $0 $7,860 Director $318 8 $2,544
Planner IV $218 12 $2,616
Planner II $180 15 $2,700
Task 5.2 Final Measures and Actions 91 $20,430 $0 $20,430 Task 5.2.1 Final Measures and Actions 35 $7,422 $0 $7,422 Director $318 4 $1,272
Planner IV $218 15 $3,270
Planner II $180 16 $2,880
Task 5.2.2 Implementation Plan 56 $13,008 $0 $13,008
Director $318 8 $2,544
Planner IV $218 48 $10,464
Planner II $180 0 $0
Task 5.3 Identify Funding and Financing Opportunities 46 $9,364 $0 $9,364 Director $318 4 $1,272
Planner IV $218 14 $3,052
Planner II $180 28 $5,040
Task 5.4 Substantial Evidence Technical Appendix 60 $12,664 $0 $12,664 Director $318 8 $2,544
Planner IV $218 20 $4,360
Planner II $180 32 $5,760
Task 6 Community Engagement 180 $42,653 $1,280 $43,933
Task 6.1 Community Education and Engagement Plan 18 $3,744 $0 $3,744 Director $318 2 $636
Planner IV $218 6 $1,308
Planner II $180 10 $1,800
Task 6.2 City Council Meetings 52 $12,859 $480 $13,339
Director $318 20 $6,360
Planner IV $218 20 $4,360
Planner II $180 9 $1,620
GIS/CADD Specialist II $173 3 $519
Meals $210
Vehicle Day Rate $270
31 Cost Proposal
Rincon Consultants, Inc. 11
Rate Hours
Labor
Budget
Direct
Expenses
Total
Budget
Task 6.3 Planning Commission Meetings 49 $12,340 $480 $12,820 Director $318 20 $6,360
Planner IV $218 20 $4,360
Planner II $180 9 $1,620
Meals $210
Vehicle Day Rate $270
Task 6.4 Community Workshops 44 $9,946 $320 $10,266
Director $318 10 $3,180
Planner IV $218 17 $3,706
Planner II $180 17 $3,060
Meals $140
Vehicle Day Rate $180
Task 6.5 Community Survey 17 $3,764 $0 $3,764
Director $318 4 $1,272
Planner IV $218 4 $872
Planner II $180 9 $1,620
Task 7 Climate Vulnerability, Adaptation, and
Resilience
42 $10,562 $0 $10,562
Director $318 4 $1,272
Principal $318 8 $2,544
Senior Planner I $246 16 $3,936
Planner IV $218 8 $1,744
Planner II $180 4 $720
GIS/CADD Specialist II $173 2 $346
Task 8 Draft Updated Climate Action and Adaptation
Plan
179 $36,055 $0 $36,055
Task 8.1 Administrative Draft CAAP 102 $20,512 $0 $20,512 Director $318 10 $3,180
Planner IV $218 24 $5,232
Planner II $180 48 $8,640
GIS/CADD Specialist II $173 20 $3,460
Task 8.2 Public Draft CAAP 51 $10,256 $0 $10,256
Director $318 5 $1,590
Planner IV $218 12 $2,616
Planner II $180 24 $4,320
GIS/CADD Specialist II $173 10 $1,730
Task 8.3 Final CAAP 26 $5,287 $0 $5,287
Director $318 3 $954
Planner IV $218 6 $1,308
Planner II $180 12 $2,160
GIS/CADD Specialist II $173 5 $865
32 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 12 Rate Hours
Labor
Budget
Direct
Expenses
Total
Budget
Task 9 Environmental Review 100 $22,432 $0 $22,432
Task 9.1 CEQA Assessment Document 100 $22,432 $0 $22,432 Director $318 6 $1,908
Principal $318 12 $3,816
Planner IV $218 52 $11,336
Planner II $180 26 $4,680
GIS/CADD Specialist II $173 4 $692
Project Total 967 $215,119 $1,280 $216,399
Optional Tasks Rate Hours
Labor
Budget
Direct
Expenses
Total
Budget
Task A CEQA Streamlining 84 $17,384 $0 $17,384
Task A.1 CEQA GHG Checklist 38 $7,972 $0 $7,972
Director $318 4 $1,272
Principal $318 2 $636
Planner IV $218 8 $1,744
Planner II $180 24 $4,320
Task A.2 CEQA GHG Threshold 46 $9,412 $0 $9,412
Director $318 6 $1,908
Planner IV $218 8 $1,744
Planner II $180 32 $5,760
Direct Expenses Summary Amount
Meals $560
Vehicle Day Rate $720
Direct Expenses Subtotal $1,280
33 Cost Proposal
Rincon Consultants, Inc. 13
Standard Fee Schedule for Environmental Sciences and Planning Services Professional, Technical and Support Personnel* January 1, 2025 – December 31, 2025 Senior Principal $330
Principal $318
Director $318
Senior Supervisor II $302
Supervisor I $282
Senior Professional II $264
Senior Professional I $246
Professional IV $218
Professional III $203
Professional II $180
Professional I $160
Associate III $135
Associate II $121
Associate I $113
Field Technician $97
Technical Editor $152
Project Accountant $129
Billing Specialist $111
Publishing Specialist $124
Clerical $111
* Professional classifications include environmental scientists, urban planners, biologists, geologists, marine scientists, GHG verifiers, sustainability experts, cultural resources experts, data technology experts, and other professionals. Expert witness services consisting of depositions or in-court testimony are charged at the hourly rate of $400.

Reimbursable Expenses
Direct Cost Rates
Photocopies – B/W $0.25 (single-sided), $0.45 (double-sided) Photocopies – Color $1.55 (single-sided), $3.10 (double-sided) Photocopies – 11” by 17” $0.55 (B/W), $3.40 (color)
Oversized Maps $8.50/square foot
Digital Production $15/CD, $20/flash drive
Light-Duty and Passenger Vehicles* $90/day
4WD and Off-Road Vehicles* $150/day
* Current IRS mileage rate for mileage over 50 and for all miles incurred in employee-owned vehicles.

Direct Costs. Other direct costs associated with the execution of a project, that are not included in the hourly rates above, are billed at cost plus 16%. These may include, but are not limited to, laboratory and drilling services, subcontractor services, authorized travel expenses, permit charges and filing fees, mailings and postage, performance bonds, sample handling and shipment, rental equipment, and vehicles other than covered by the above charges.

Annual Escalation. Standard rates subject to 3.5% annual escalation, on January 1.

Payment Terms. All fees will be billed to Client monthly and shall be due and payable upon receipt or as indicated in the contract provisions for the assignment. Invoices are delinquent if not paid within 10 days from receipt or per the contractually required payment terms.
34 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 14 4 Project Approach and Timeline
Task 1 Project Management
The project management team will oversee the execution of all tasks, confirming timely completion, team coordination and collaboration, and adherence to project goals, budgets, and regulatory requirements. The tasks related to project management are detailed below.

Task 1.1 Project Kickoff
As soon as the project contract has been signed, Rincon will work with City staff to organize an initial kickoff meeting with the City’s Project Team to discuss project goals and objectives. Rincon’s Director, Ryan Gardner, and Project Manager, Olivia Mendoza, will attend the virtual kickoff meeting. The kickoff meeting will provide an opportunity to refine the scope of work and proposed schedule, as well as discuss opportunities for alignment with parallel planning efforts, including the update to the Safety Element, and recently adopted plans. This meeting will also serve to establish the project management procedures, including communication protocols and invoicing requirements. As part of this kickoff, the engagement approach will be discussed along with identification of key interested parties. To help facilitate this conversation, Rincon will prepare a draft Outreach and Engagement Plan, which we will review together. After the meeting, Rincon will incorporate any revisions and provide a final draft after the meeting once finalized.

Assumptions
• Up to 2 Rincon Team members will attend the virtual kickoff meeting Deliverables
• Attendance at virtual kickoff meeting
• Kickoff meeting agenda
• Kickoff meeting notes
• Draft Outreach and Engagement Plan
Task 1.2 Project Management and Bi-weekly Meetings
In every project Rincon initiates, we endeavor to provide our client with a high-quality product that exceeds expectations, meets identified schedules, and surpasses all applicable professional standards and regulatory requirements. The major components of our management program that result in high-quality outcomes and help us meet project objectives, budget provisions, and scheduling requirements are described below.

Quality Control and Review Procedures
Rincon takes pride in producing quality work and achieving an exceptional level of client satisfaction. To achieve this, Rincon employs standard project management and quality control methods that include: written project assignments, weekly project progress meetings, project control using Microsoft® Excel and Microsoft® Project software, peer review of all technical sections, technical editing of all documents, and director/principal review of all major deliverables. The Project Manager initiates the project initially by holding a briefing meeting with the consultant team whereby the work scope, expectations, costs, and timing (schedule) are determined. The Project Manager is responsible for the overall quality of the work effort and maintaining the schedule. Typically, this is done on a daily basis, but no less than a weekly basis. Once the product has been completed by a team member it undergoes peer review by the Project Manager. After corrections, the Director or Principal-in-Charge reviews the final product for quality control before it is provided to our technical editing team for editorial review, and then our administrative staff for publication. As part of the review, documents are checked against the prior established expectations and requirements of the work scope. Documents are also checked for specific 35 Project Approach and Timeline
Rincon Consultants, Inc. 15
formatting and other requirements using a formal Quality Assurance/Quality Control (QA/QC) checklist by the administrative staff used to ensure that the final delivered product meets the City’s expectations.

Communication and Reporting Procedures
We believe that effective communication and project management is an integral part of a project’s success.

Rincon’s Project Manager will be responsible for coordinating communication with the City’s Project Manager.

We will work closely with the City for the duration of the project to confirm that progress is carefully tracked, attention is drawn to any difficulties encountered, and the project is conducted in a highly professional manner.

We recommend having virtual project meetings bi-weekly to report on project status and email status reports to be provided to the client monthly. To facilitate communication among the Rincon team members, we will hold internal planning and coordination meetings. During these meetings we will discuss work in progress and schedules to confirm the project stays on track.

Cost and Schedule Control
Rincon achieves cost, schedule, and resource control pursuant to a three-step process. First, cost and schedule baselines are established, against which actual cost and schedule performance can subsequently be compared.

Second, cost and schedule data are collected and reported on a weekly basis to the project manager. Third, deviations in cost or schedule performance are discussed internally, and if necessary, corrective actions are taken.

Assumptions
• 30-minute biweekly project meetings will be attended by Rincon’s Principal and Project Manager. • The project has a 16-month timeline; therefore, we assume 32 biweekly calls.

Deliverables
• Bi-weekly agendas and notes
• Monthly Progress Reports and Invoices
Task 2 Document Reviews
Immediately upon notice-to-proceed, the Rincon Team will begin reviewing relevant City documents and begin preparation of our Measure Analysis and Success Tracking (MAST) tool, which will summarize and grade the success of, as well as identify hurdles to, the City’s existing climate mitigation and adaptation policies and programs. The MAST tool will form the foundation of the CAAP Update. The MAST tool allows the Rincon team to familiarize themselves with the previous and ongoing work within the City related to reducing GHG emissions and increasing resilience to better inform the development of new measures and actions. This exercise also evaluates the City’s successes and identifies hurdles such as lack of funding or staffing in implementing past efforts. Additionally, the MAST tool provides an opportunity to consolidate all existing efforts in one place, as well as review the most current state and regional plans for consistency.

Rincon intends to review the following plans and programs/policies, at a minimum.

Belmont Plans
• Pedestrian and Bicycle Master Plan
• 2017 Climate Action Plan
• 2035 General Plan
• Belmont Village Specific Plan
• General Plan Environmental Impact Report
• Twin Pines Park Master Plan
• Belmont Community Center Conceptual Design
36 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 16 • Belmont Strategic Plan
• Transportation Demand Management Program
• Multijurisdictional Hazard Mitigation Plan: Volume 1 – Planning Area-Wide Elements and Volume 2 – Planning Partner Annexes
• Local Reach Codes
• Parks, Recreation, and Open Space Mater Plan/Open Space Management Plan • Fuel Reduction Treatment Plan
• RICAPS Greenhouse Gas Inventory for Belmont
• General Plan Safety Element (Updated)
• Stormwater Master Plan
• Storm Drain Maser Plan: Harbor Industrial Area
• Belmont Creek Restoration Project
After populating the MAST tool with existing policies and programs, the tool will be provided to the City to identify the status of each policy and program. The MAST tool includes a drop-down menu to select the status of the measures as either completed, underway, or not yet started. Other drop-down menus allow for ranking effectiveness of the policies and programs, including clear metrics, responsible parties, and identified funding.

This process allows both the Rincon Team and City to gain insights into hurdles to implementation, be it funding, staff time, or other items, that we can focus on overcoming during the CAAP development process. Rincon proposes to provide this analysis along with a summary presentation of key findings at a biweekly meeting.

Assumptions
• The City will provide relevant data and background documents for review if they are not available online. • Rincon has budgeted time to address one set of consolidated comments. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule.

Deliverables
• MAST Tool
• Slide deck summarizing results of MAST Tool
Task 3 GHG Emissions Inventory
Rincon completed the GHG emissions inventory for the City of Belmont as part of RICAPS. Therefore, we are familiar with the methodology used and have the results available without additional data needed from the City at this time. The RFP includes analyzing GHG emissions and target setting in the same task. However, we believe that it is imperative to first establish the forecasts and then iteratively establish GHG emissions targets with the City based on future emissions and alignment with the State’s goals. Therefore, the target setting subtask has been included under Task 4 and there is no time anticipated to be required by the Rincon Team as part of this task due to our familiarity with RICAPS and the emission inventories prepared.

Assumptions
• Rincon has already completed the City of Belmont GHG Inventory, no additional time is required.

Deliverables
• Final 2023 GHG Inventory provided by RICAPS
37 Project Approach and Timeline
Rincon Consultants, Inc. 17
Task 4 GHG Forecasts and Targets
This scope of work outlines the methodology and tasks required for emissions forecasting and target setting to establish an understanding of the future greenhouse gas emissions and the opportunities for the City to support the State of California reach its overall goals, while also confirming alignment with regulatory requirements.

Task 4.1 GHG Forecasts
Similar to the RICAPS GHG Inventory, Rincon has developed a GHG Forecast tool which can be leveraged for this project through the RICAPS program. The Rincon Team will utilize this forecasting tool and RICAPS resources to draft both a business-as-usual (BAU) forecast and an adjusted forecast (which includes reductions from State legislation) of expected emissions broken down by the emissions sector for 2030 and 2045. These years are suggestions based on the major milestone years of Senate Bill (SB) 32 and Assembly Bill (AB) 1279. Additionally, as requested in the RFP, Rincon will extrapolate data for 2035 to provide a tracking mechanism during interim years. The BAU forecast will include only population growth and projected land use changes. Rincon will work with the City to identify the best source for population, jobs, and land use change data and could include San Mateo County data, California Department of Finance, and Regional Housing Needs Assessment numbers identified in the 2023-2031 Housing Element.
1 Following calculation of the BAU forecasts, Rincon will calculate an “adjusted” forecast that will account for expected changes in regulations affecting the federal, State, and local level which include emission factor changes due to increased carbon free electricity in the grid mix, Low Carbon Fuel Standard, Pavley Clean Car Standards, Advanced Clean Cars Program2, Renewables Portfolio Standard, Senate Bill 100, and Title 24. The Rincon Team will calculate how these regulations will affect the selected future year GHG emissions levels and produce a GHG emission forecast that accurately portrays future emissions growth and the quantity of GHG emissions that the City will be responsible for reducing to meet GHG reduction targets, which will be established as part of Task 4.2.

Finally, as part of the GHG Forecast, Rincon will also provide a Scenario Planning and Reduction Quantification (SPARQ) tool as developed for RICAPS. The SPARQ tool will allow Rincon and the City to quickly iterate on potential levels of implementation for each of the above strategies to find a level of implementation that will allow the County to meet its long-term GHG reduction targets.

Example SPARQ Tool
1 https://www.belmont.gov/home/showpublisheddocument/23389/638618171043970000 2 Several pieces of legislation including Advanced Clean Cars and Advanced Clean Fleets were put on hold or modified due to changes at the Federal Level. Rincon will integrate these updates in the GHG emissions forecast. 38 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 18 Task 4.2 GHG Reduction Targets
As a starting point, Rincon will generate SB 32 (40% below 1990 levels by 2030) and AB 1279 (85% below 1990 levels) GHG reduction targets. These targets are considered the minimum reduction targets for a qualified GHG reduction plan. Additionally, Rincon will provide targets for interim years (e.g., 2035) to facilitate tracking and monitoring over time. From these starting points, Rincon will work with the City project team and leverage the SPARQ tool to identify other potential targets as desired by the City.

Assumptions
• Rincon will leverage RICAPS funding and toolkit to develop the GHG forecast, targets and SPARQ tool. • Budget has been allocated to develop a combined inventory, forecast and targets technical appendix • Rincon has budgeted time to respond to and address one set of consolidated comments on the Forecast and Targets. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule.

Deliverables
• SPARQ Tool
• Draft and Final Forecast and Targets Tool
• Draft and Final Technical Memorandum (combined Inventory, forecast and target technical appendix) Task 5 Measure and Action Development
Rincon will utilize the analysis completed as part of Task 2 and the Safety Element to understand what strategies and actions the City has completed so far and then begin to draft updated measures and actions based on the current community emissions, climate risks and vulnerabilities, and best practices. Rincon will leverage the measures library developed for RICAPS as a starting point before refining each measure and action for Belmont.

Task 5.1 Draft Measures and Actions
Once the GHG emission reduction targets have been established and the climate change vulnerability assessment has been completed by the team preparing the Safety Element Update, the Rincon Team will shift to developing specific measures and actions that will allow the City to reach the targets. Rincon believes that climate mitigation and adaptation are interrelated and has developed a systems-based approach to addressing climate change, rather than separating mitigation and adaptation strategies. This approach allows the Project Team to identify actions that transform key community systems to be both carbon free and resilient through a wholistic approach. An example of this approach is illustrated in the figure below.

Example CAAP Systems
We will leverage our existing climate action planning toolkit to conduct this analysis. To support this process, Rincon has developed a suite of tools and assessment strategies to support what we have found to be the most critical portion of the CAAP development process.

Drawing on the collective outputs of the MAST Tool, GHG inventory and forecast, Climate Change Vulnerability
Assessment, and feedback from the community, Planning
Commission, and City Council, the Rincon Team will identify and recommend measures and actions that will have the
greatest positive impact on GHG emissions and climate
resilience citywide.

During this phase, the Rincon Team will draw on our
experience developing CAAPs for neighboring cities including A Resilient
Belmont
39 Project Approach and Timeline
Rincon Consultants, Inc. 19
Sunnyvale, Cupertino, and Santa Cruz. Through these experiences we have identified the key measures that will allow the City to make substantial progress towards GHG reductions, while also increasing community resilience.

Examples include the following:

Building Systems
• Retrofit existing buildings to be carbon-free and resilient to extreme heat and wildfires • Require decarbonized, safe, and resilient new buildings Mobility, Land Use, and Emergency Systems
• VMT reduction through convenient public transit and walkable neighborhoods • Electric vehicles
Urban Ecosystems
• Increase organics diversion
• Increase tree canopy to sequester carbon and protect communities most vulnerable to extreme heat Social and Governance Systems
• Culturally appropriate (e.g., in multiple languages and forms, such as online, brochure, and radio) evacuation and health alert messaging
• Establish resilience centers to provide refuge from poor air quality and extreme heat days These strategies have emerged as critical in the achievement of GHG emissions reduction and resilience goals.

Rincon will develop a suite of actions that can be implemented to achieve the required reductions. The development of actions is the most complex portion of the work scope, requiring a careful balance between community feedback, cost-effectiveness, and feasibility. To aid in this process, Rincon has developed effectiveness and equity criteria to guide the process.

Effectiveness Criteria
Rincon has also developed several key criteria that must be addressed in order to have the highest chance of implementation success. The key criteria include the following. • Education: engage and empower residents
• Structural Change: set institutional and policy framework to support proposed changes • Associated GHG Reductions: target emissions reductions for long-term sustainability and short-term air quality improvements
• Equity: provide inclusive participation in decision-making and equitable distribution of benefits across the community and avoid adverse impacts to climate vulnerable population groups • Connectivity: promote access to community groups and resources that are best positioned to lead implementation actions
• Economical: cost-effective efforts that benefit resilience and sustainability Every measure identified for the City should strive to have an action that aligns with each of the key pillars to maximize the implementation of the CAAP.

During this task, Rincon proposes to conduct up to five (5) department-specific or interdepartmental virtual meetings to discuss the draft measures and actions in depth. These meetings are critical to CAAP implementation and actions will depend on active coordination and collaboration with various City departments, divisions, and partner agencies including, but not limited to, Administrative Services, Community Development, Fire, Police, Parks and Recreation, and Public Works, as well as Mid-Pen Water District, SamTrans, Recology, and Peninsula Clean Energy.
40 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 20 Assumptions
• The City will select measures and actions that can be supported by substantial evidence to achieve their goals.
• The City will schedule the department meetings and send invites to department leads. • Department virtual calls will be up-to-1 hour, and up-to-two Rincon staff will attend and facilitate these calls. • Rincon has budgeted for receipt of one set of consolidated City comments on each deliverable. Any additional revisions will be completed on a time-and-materials basis in accordance with our standard fee schedule (Section 4).

Deliverables
• Up to five (5) department specific meetings (Rincon will provide a short slide deck, facilitate meetings, and provide meeting notes.)
• Administrative and Public Draft of Measures and Actions list Task 5.2 Final Measures and Actions
When the Public Draft measures and actions are ready (following City review of the Administrative Draft Measures and Actions) Rincon will conduct the second round of engagement with each of the various groups detailed in Task 6 (e.g., City Council, Planning Commission, and the community). Information from this round of engagement will be used to finalize measures and actions for the CAAP. The final list of CAAP measures and actions will clearly detail key performance indicators (KPI) to allow the City to transparently evaluate progress over time.

Additionally, each of the measures will include information on the responsible party and partner agencies, if applicable, the GHG emission reduction potential, anticipated co-benefits (e.g., clean air, healthier communities, reduced cost/savings, increased biodiversity), and implementation timeline. The RPF also requests that information on the cost of implementation be included for each measure, with an ultimate cost-benefit comparison. Unfortunately, it is hard to estimate and compare the real cost that climate action and adaptation will have on the world, and specifically the City of Belmont and our community because there are so many variables that go into cost estimates including time of installation, location, and long-term maintenance. Despite the complexity of understanding the true cost to both mitigate and adapt, economists and scientists around the world recognize that the cost is already high and will continue to increase the longer we wait to act.3 We’ve found that costing at the action level (as opposed to the overall measure framework level) provides a more accurate and precise understanding of the nuanced components that make up the overall cost.

Once estimated, costs must be compared to a benefit in order to provide a usable cost/benefit analysis that can be used to make meaningful decisions. In general, the strategies related to decarbonization include a unit of metric tons of CO₂ reduced per dollar. However, given the information that is currently available, there is not an easy comparison between the costs and benefits of implementation measures related to adaptation. Benefits of adaptation are often calculated through the avoided losses (e.g., damage to infrastructure and avoided deaths).

Therefore, despite the challenges associated with estimating cost as well as a monetary benefit, Rincon has established a framework for estimating cost and benefit based on a relatively comparable metric – either dollars saved versus dollars invested or metric tons of CO2e reduced per dollar spent. This framework will provide a mechanism for the City to prioritize actions based on cost/benefit analysis. Although costs are anticipated to be incurred to reduce and adapt to the greatest impact of climate change, establishing a realistic and actionable plan attracts funding opportunities and investments by demonstrating commitment to community health and protection. The intent of this analysis is to provide the City with additional information on the nuances of identifying specific costs associated with a high-level strategy document. 3 https://www.eea.europa.eu/publications/assesing-the-costs-and-benefitsof#:~:text=Key%20messages,the%20implementation%20of%20adaptation%20measures. 41 Project Approach and Timeline
Rincon Consultants, Inc. 21
Assumptions
• Rincon has budgeted for the time it takes to incorporate edits from one round of community feedback on the draft measures and actions.
• Significant changes to measures and actions after they have been drafted and approved by the City based on the allotted reviews could require additional research and quantification. This could impact the schedule and significant revisions at this stage will be completed on a time-and-materials basis in accordance with our standard fee schedule (Section 4).
• Rincon has budgeted 64 hours to prepare a cost/benefit analysis once the measures and actions are finalized.

Deliverables
• Final List of CAAP Measures and Actions
Task 5.3 Identify Funding and Financing Opportunities
Climate action plans exhibit variability in implementation costs depending on the measures identified, their level of specificity, and the accompanying funding and financing strategies. For example, costs may vary from capitalintensive investments like the installation of bike infrastructure to encourage alternative means of transportation to less capital-intensive but more City staff-intensive investments to conduct outreach and educational campaigns. The intent of this analysis is to distill these considerations to provide a clear understanding of the potential costs and the primary variables that drive cost for each GHG reduction measure to help the City prioritize measure implementation. Therefore, Rincon will prepare a memorandum that assigns cost tiers to each GHG reduction measure to guide the City’s decision-making on measure implementation. First, internal and external costs are considered. Internal costs are those experienced by the City (i.e. City staff time and capital costs) while external costs are those felt by the community (i.e. residents and businesses). Cost tiers for each measure are assessed separately for both the City and community. Second, the analysis considers upfront and lifecycle costs. Upfront costs include the costs associated with purchasing and installing an item, including any City staff time spent on related activities like procurement, planning, or ordinance development. Lifecycle costs refer to the ongoing expenses or cost savings generated from the operating, maintaining, and disposing of that item, and can also include City staff time spent on enforcement, monitoring, and compliance over the item’s lifespan.

The assumptions associated with the four different cost tiers are presented in Table 1.

Cost Tier Cost and Staff Time City Cost Assumptions Community Cost Assumptions No Cost/
Cost
Savings
City Costs:
• $0 or cost savings
• 0 hours – negligible City
staff time needed.

Community Costs:
• $0 or cost savings
Measures associated with
operational changes that do not
include upfront costs or lifecycle
costs, and/or may result in cost
savings.

Measures associated with changes
that do not include upfront costs or
lifecycle costs, and/or may result in
cost savings.

Low Cost City Costs:
• $1 – $50,000
• 0-250 hours – a
maximum of 250 hours
of existing City staff
time.

Community Costs:
• $1 – $1,000
Measures associated with low
upfront costs, and only require
staff and/or consultant time to
implement.

Measures associated with low
upfront costs compared to existing
alternatives.

Moderate
Cost
City Costs:
• $50,000 -- $500,000
• 250+ hours – more than
250 hours of an existing
Measures associated with
moderate upfront costs to the City
and require moderate capital costs
and/or consultant time along with
staff time.

Measures associated with moderate
upfront costs that are not
comparable to existing costs nor are
they offset over lifetime.
42 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 22 City staff person’s time
Community Costs:
• $1,000 – $5,000
High Cost City Costs:
• $500,000+
Community Costs:
• $5,000+
Measures associated with high
upfront costs and require
substantial investments in
infrastructure and technology
system upgrades.

Measures associated with high
upfront costs that are not
comparable to existing cost nor are
offset over lifetime.

This analysis will provide a practical framework to assess the relative level of effort needed for each measure.

Developing precise cost estimates or funding strategies would require further analysis by economists. Moreover, once implemented, these measures would reduce GHG emissions and deliver important co-benefits, including improved public health and enhanced environmental resilience. This memorandum will identify the strategic upfront investments that will be necessary to realize these outcomes and offers insight into the types and levels of resources required. With this framework, the City can prioritize high-impact measures while aligning with available resources and long-term climate goals.

Following completion of this analysis we will leverage our experience identifying and pursuing climate related grant opportunities to connect implementation actions with available grant programs. Additionally, we will bring forward our research working with the RICAPs program and the BAAQMD to identify the local rebates and funding sources. With this analysis the city will have a clear understanding of the implementation costs, who will bear them and the available options to fund implementation.

Assumptions
• Rincon will identify potential funding sources for the proposed measures and actions. • Rincon has budgeted for receipt of one set of consolidated comments on each deliverable. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule.

Deliverables
• Draft and Final Funding and Financing Matrix
• Incorporation into the CAAP
Task 5.4 Substantial Evidence Technical Appendix
The CEQA Guidelines Section 15183.5(b) establishes criteria to guide the preparation of a plan for the reduction of GHG emissions. Subsection (D) notes that a CEQA Guideline-consistent GHG reduction plan must include, “measures or a group of measures, including performance standards, that substantial evidence demonstrates, if implemented on a project-by-project basis, would collectively achieve the specified emissions level.” Thus, the primary distinction between a qualified CAAP and one that is not considered qualified is the enforceability of the measures and the level of substantial evidence that clearly demonstrates that the GHG reduction claimed in the CAAP is achievable. This Technical Appendix would clearly detail the evidence to demonstrate that the measures and actions included in the Belmont CAP can achieve the City’s emission reduction targets for 2030. The GHG reductions from the specific measures would be calculated using published third-party evidence provided through controlled investigations, studies, and articles carried out by qualified experts that establish the effectiveness for measures and actions. The Appendix will clearly display the estimates and work through the underlying calculations that would be provided in this report, which would include the substantial evidence and a transparent approach to achieving the City’s GHG emissions reduction target.

Assumptions
• Rincon has budgeted time to respond to and address one set of consolidated comments on the draft measures and substantial evidence technical appendix. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule (attached). 43 Project Approach and Timeline
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• The measures and actions will be finalized before quantification begins in order to streamline the analysis and reduce costs.

Deliverables
• Draft and Final Technical Appendix
Task 6 Community Outreach and Engagement
Community outreach and engagement is critical to the successful preparation of this CAAP and will be integrated throughout the project timeline. We know that an engaged and excited community enhances the planning process and provides opportunities for initiatives to be championed by community leaders. We will strive to equitably reach community members using a variety of methods through the languages, spaces, and practices the community is most comfortable using and by working closely with local community groups, organizations, and our partners. We also emphasize and provide the tools to guide measurable progress toward implementation. Engagement will be clear and visual, allowing complex concepts to be understood by all members of the community, and feedback will be recognized by clearly illustrating how community input shaped the proposed goals and policies.

Task 6.1 Community Education and Engagement Plan
Rincon will work collaboratively with the City project team to develop an Education and Engagement Plan that establishes effective methods to gain informed and meaningful input from a broad and diverse range of groups and populations. The Education and Engagement plan will outline the goals of the engagement, metrics for success, the types of engagement the team will conduct, and the schedule. The engagement strategy will focus on the community at-large, interested parties including property owners, businesses, residents and interest groups, civic decision-makers, tribal members, disenfranchised communities, and disadvantaged communities.

The engagement effort will be designed to effectively build collaborative interest, identify common values and goals in the project direction given the diverse group of local interested parties, and to bring new participants into the conversation. We will prioritize engagement that is equitable and action-oriented, builds from a common community vision, and encourages sustained involvement after adoption of the CAAP into implementation.

Assumptions
• The City will provide one consolidated set of comments on the Education and Engagement Plan.

Deliverables
• Draft and Final Education and Engagement Plan with timelines, milestones, and an evaluation matrix Task 6.2 City Council Meetings
As part of this scope of work, both Rincon’s Director and Project Manager will attend and participate in up to three City Council meetings to introduce the project and review the scope, review the Draft CAP, and adopt the Final CAAP. This scope of work assumes that City staff will be responsible for preparing the agenda and staff report. Rincon will provide a draft and final PowerPoint presentation to the City CAAP Team in advance of the meetings and will present the information to the City Council, as well as address questions that come up during a question-and-answer session.

Assumptions
• The City is responsible for preparing noticing materials, including social media posts, email blasts, project website updates, mailers, and newsletters, for the City Council meetings. • Rincon has budgeted time to respond to and address one set of consolidated comments on the draft presentation. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule (Section 4).
• The City will print materials for all in-person events, if necessary. 44 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 24 • Two Rincon staff members will attend and present at up to three City Council Hearings or Planning Commission meetings.

Deliverables
• Draft and final presentations (three in total)
• Two in-person and one virtual meeting attendance
Task 6.3 Planning Commission Meetings
As part of this scope of work, up to two staff members from the Rincon team will attend and participate in up to three Planning Commission meetings to introduce the project and review the scope, review the Draft CAAP, and adopt the Final CAAP. This scope of work assumes that City staff will be responsible for preparing the agenda and staff report. Rincon will provide a draft and final PowerPoint presentation to the City CAAP Team in advance of the meetings and will present the information to the Planning Commission, as well as address questions that come up during a question-and-answer session.

Assumptions
• The City is responsible for preparing noticing materials, including social media posts, email blasts, project website updates, mailers, and newsletters, for the Planning Commission meetings. • Rincon has budgeted time to respond to and address one set of consolidated comments on the draft presentation. Any additional revisions will be completed on a time and materials basis in accordance with our standard fee schedule (Section 4).
• The City will print materials for all in-person events, if necessary. • Two Rincon staff members will attend and present at up to three Planning Commission meetings.

Deliverables
• Draft and final presentations (three in total)
• Two in-person and one virtual meeting attendance
Task 6.4 Community Workshops
Continual and engaging outreach is best practice throughout the project development, including at the project initiation to achieve community and interested party support for the Engagement Plan and to define what equity means in the context of the CAAP for the City of Belmont. Therefore, Rincon recommends providing two widely advertised community workshops to create a strong foundation on which to build additional community outreach and engagement. We propose conducting two community workshops, with the following topics:
• Workshop 1. Introduction to the CAAP, Results of Inventory, Forecast, Targets, and Climate Vulnerability Analysis, the overall process, as well as discussion around equity guardrails, project goals, and desired outcomes
• Workshop 2. Draft adaptation and mitigation measures and actions This task will include leading the workshops, developing presentations, and creating interactive activities to engage participants. We will also document the process and create a summary memorandum upon completion of the workshops. Workshops will be held in an accessible location in the evenings or on weekends to provide an opportunity for the greatest number of community members to attend. It is anticipated that the City will work with different groups or organizations, such as religious entities or community organizations, to help increase participation at each workshop.

Rincon has also budgeted time to complete additional co-located outreach during the same day as the workshops including pop-ups or open house formats to provide additional outreach touch points on the same day as each workshop. Specifics can be developed with the City during the engagement planning process. 45 Project Approach and Timeline
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Assumptions
• Workshops will be up to 1.5 hours in length and occur in person. • Belmont would secure all locations and provide any refreshments as well as record the meetings to be posted on the website and hosted live on a streaming platform. • Translation and/or in-person interpretation would be provided by the City. Rincon will provide all materials in English.

Deliverables
• Materials and presentations for two Community Workshops, including PowerPoint presentations and exhibits/handouts (in-person)
• Flyers/handouts for each event, as appropriate
• Meeting summary outlining comments received for each meeting Task 6.5 Community Survey
We have also found community surveys to be a valuable engagement tool and recommend using it as part of this program. Rincon will develop a community survey (using City’s survey platform or Rincon’s Survey Monkey platform) to capture qualitative input on the values, goals, and issues to shape the CAAP. The survey will be conducted at the first community workshop and will also be posted on the City’s website. The survey link would be shared on Belmont’s social media pages to increase response and also distributed by the City via existing list servs. Up to ten questions are anticipated to be developed for the survey and following its closing an accompanying summary report will be created with numerical breakdown of responses, charts and graphs, and narrative descriptions of the qualitative results.

As an optional task Rincon has also provided an additional scope of work which leverages the Balancing Act tool.

This tool allows community members to prioritize various climate strategies to reach quantifiable goals. The benefit of this tool is it helps the community understand the level of effort needed to reach our climate goals.

More information on the tool is provided in Optional Task C.

Assumptions
• One community survey would be prepared and hosted on Survey Monkey or similar platform. • It is anticipated that the survey will include up to 10 questions. • Translation would be provided by the City. Rincon will provide all materials in English. • If a translated survey is provided, Rincon can host it on our Survey Monkey platform.

Deliverables
• Draft and Final Community survey
• Summary report outlining survey result
Task 7 Climate Vulnerability, Adaptation, and Resilience The Ricon Team understands that the City is currently preparing an Update to the Safety Element. Based on current state requirements, such as Senate Bill (SB) 379, 4 we assume that the updated Safety Element will
include a vulnerability assessment which details the anticipated climate impacts in Belmont, including increases in temperatures, more intense and frequent heat waves, more intense and frequent drought, higher frequency of catastrophic floods, and more severe and frequent wildfires. Upon receipt of the Climate Change Vulnerability Assessment, Rincon will review the document and integrate the information into the climate vulnerability, adaptation, and resilience section of the CAAP. Using the safety element as a starting point, Rincon will build on the analysis in Task 5 to co-develop adaptation measures along with mitigation measures in a cohesive strategy. 4 SB 379 requires cities and counties within California to integrate climate adaptation into their general plans. 46 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 26 Rincon will also leverage the engagement process to gain feedback from the community on vulnerable populations, existing resilience concerns, and proposed solutions. Rincon will also develop a climate focused adaptation and resilience chapter for the CAAP which will form the link between the results of the Safety Element as well as regional strategies including Bay Adapt, Adapting to Rising Tides, Peninsula Resilience Planning Project and others. Rincon envisions a fully integrated climate adaptation and mitigation plan which identifies synergies (such as including heat pumps in new construction which provide both heating and cooling while reducing GHG emissions) and balances tradeoffs (shade trees for cooling but which could increase fire risk in some areas).

Assumptions
• Rincon assumes that the Climate Change Vulnerability Assessment has been complete and anticipates that the draft policies will be available for the Safety Element in Quarter 1 of 2025. • The CAAP will build off the work completed for the Vulnerability Analysis included in the Safety Element Update and will integrate the policies and programs proposed in the Safety Element. • If it is determined during the peer review that crucial information appears to be missing, Rincon will work with the City to provide up to three recommended updates that can be shared with the Safety Element Project Team.

Deliverables
• Integration of the Climate Change Vulnerability Assessment prepared for the Safety Element • Fully integrated resilience strategies (Task 5)
• Draft and Final Vulnerability, Adaptation, and Resilience CAAP Chapter Task 8 CAAP Document
As part of the 2035 General Plan, the City prepared a Climate Action Plan (CAP) that was adopted in 2017. The CAP provided a blueprint for the community to respond to the challenges posed by climate change. Since the CAP was adopted nearly a decade ago, the City has worked to move forward in alignment with the Plan. Given the time that has passed, the City is interested in measuring the progress made to meet the State’s current goals and then developing a new suite of measures and actions that help the City continue to move forward and make meaningful progress. In the RFP, the City asks that the existing CAP be updated into a cohesive CAAP, integrating additional information on climate adaptation and resilience. The Rincon Team recommends preparing an entirely new CAAP document and referring to the CAAP as a foundational component of the City’s climate resilient framework. We have worked with jurisdictions across the State to revamp their original CAPs into informative, easy to interpret, and technically sound CAAPs to meet the evolving needs of our communities as we learn more about how mitigation and adaptation are intrinsically linked. This task includes preparation of an Administrative Draft CAAP, followed by a Public Review CAAP that integrates feedback received from the City, and a Final CAAP that further integrates feedback from the community to create a dynamic and meaningful plan that reflects the voices of the community and addresses inequities inherently intertwined with long-range planning. 47 Project Approach and Timeline
Rincon Consultants, Inc. 27
Task 8.1 Administrative Draft CAAP
Once a complete list of measures is
reviewed and approved and community,
department, and City Council feedback
has been incorporated, the Rincon Team
will begin work on a draft CAAP. Rincon
proposes to develop a user friendly and
readable CAAP that leverages
infographics, photos, and other visuals
whenever possible and leaves all technical
documentation to the appendix. The CAAP
will include both near-term and long-term
reduction measures. The CAAP will also
set KPIs that will help define a successful
implementation of the CAAP strategy, as
well as measure progress over time. These
KPI’s can also be tracked via CAPDash
(see Optional task B).

One of the greatest challenges of
designing a climate action planning document format is the need to convey complex topics clearly. The document needs to be easily accessible to a wide range of community members, while also containing detailed analysis, data, and specific actions. To solve this problem, Rincon proposes to:
• Create a virtual Executive Summary that will contain interactive elements as well as infographics, photos, and high-level goals and projects associated with the CAAP. The virtual executive summary will take the form of a website and have links to both the main document and the CAPDash monitoring dashboard. • The main CAAP document will also be visually driven but also include the robust text necessary for a clear, and implementable CAAP.
• The third document is the technical appendix that will include a highly transparent review of the data, methodologies, and assumptions that went into the development of the forecast and measure quantification.

Together, these documents will provide actionable next steps and a long-term strategic framework for the City of Belmont to reach GHG reduction and resilience goals. The CAAP will align with the City’s existing policies. The plan will provide a framework that reimagines the current systems—built, natural, and behavioral—as ones that are interconnected and mutually beneficial. The plan will also integrate measures that improve quality of life, build prosperity, and enhance community resilience. Specifically, the CAAP will accomplish the following.
• Clearly explain the community’s climate challenges, and the challenges and opportunities it faces in meeting more ambitious climate adaptation and GHG reduction goals
• Serve as a mechanism to tie together the City’s existing and developing sustainability initiatives, strategies, and plans with the community’s goals • Establish a set of cohesive and specific sustainability strategies, implementation plans, and metrics for regional and state strategies and initiatives
• Activate and engage residents, businesses, and institutions with positive actions and tangible benefit • Be optimized for online viewing on the City’s website Throughout the CAAP development
process, Rincon will work to find
synergies between adaptation and
mitigation measures. Many actions
including electrification, urban
greening, and local energy and water
use can help reduce GHG emissions
and make Belmont more resilient to
climate impacts. Within the CAAP, we
will work to unite these benefits to
provide an integrated plan that
maximizes co-benefits.
48 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 28 Assumptions
• All comments on the Administrative Draft CAAP will be provided to Rincon in one consolidated set from the City and Sustainability Commission.

Deliverables
• Word-based Administrative Draft CAAP, including implementation plan • Draft Website/Executive Summary
Task 8.2 Public Draft CAAP
After the Administrative Draft has been reviewed by City Staff, Rincon will start addressing comments and preparing the Public Draft CAAP. The Public Draft CAAP will be completed in In-Design to provide a high quality and visually appealing plan. The public review draft will include the final draft of graphs, photos, and info-graphics for public review.

Assumptions
• Rincon will respond to comments of up-to-five substantive public comment letters and emails.

Deliverables
• InDesign Public Draft
Task 8.3 Final CAAP
After the public review period Rincon will address public comments and provide the Final CAAP in a visually appealing report in InDesign and PDF formats.

Assumptions
• No hard copies will be provided.
• Comments will not be substantive or extensive.

Deliverables
• InDesign Final CAAP
Task 9 Environmental Review
Given that the City’s General Plan and its associated environmental impact report (EIR) were adopted and certified, respectively, in 2017, we believe the most efficient approach to complying with the California Environmental Quality Act (CEQA) is to prepare an Addendum to the General Plan EIR. Per CEQA Guidelines Section 15164, an addendum may be prepared if some changes or additions are necessary, but none of the conditions have occurred that would trigger a subsequent or supplemental document (CEQA Guidelines Sections 15162 and 15163). This is the most efficient approach because we believe that the General Plan’s projected growth would incorporate the anticipated growth and changes related to the Housing Element Update and RHNA numbers. We have prepared a scope of work to achieve CEQA compliance using the most efficient pathway possible. Although Senate Bill (SB) 743 requires an analysis of vehicle miles travelled (VMT) for transportation impacts, if the growth assumed in the EIR is greater than or equal to what the RHNA increase is, impacts would be the same as previously analyzed and no additional analysis would be required at this time. If rezoning or upzoning is needed to satisfy RHNA needs, transportation impacts will be analyzed at that time to comply with CEQA in a separate CEQA process.
49 Project Approach and Timeline
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Task 9.1 CEQA Assessment Document
The Rincon Team will analyze, update as necessary, and edit existing information to provide an environmental document that adheres to current CEQA requirements. We will prepare an Addendum to the 2035 Belmont General Plan EIR (November 2017), in accordance with CEQA Guidelines Section 15164. Rincon will review information from the certified General Plan EIR and will reference verified information from this document in the Addendum. The Addendum will supplement the General Plan EIR analysis with new or updated analysis as necessary and appropriate, especially for issue areas which are the subject of new regulations or standards since certification of the General Plan EIR. The Addendum will, to the extent possible, rely on existing environmental documentation and technical studies prepared for the project area, including the General Plan Final EIR, and the technical studies completed for that project. This work program outlines the steps that would be needed to adhere to state environmental documentation requirements.

Preparation of the Addendum will include the following tasks.

Project Description
As part of this task, the Rincon Team will gather any additional materials available for the CAAP, including relevant planning documents, any technical analyses prepared by the City, and recent environmental documentation prepared for projects in or near the project area. We will then prepare a detailed project description, including tabular and graphic information, for review by the City. This review is critical since it forms the basis for environmental evaluation under CEQA. The project description will provide a detailed summary of the proposed CAAP. Textual, tabular, and graphic presentation will be used as necessary to facilitate a thorough understanding of the proposed project. Tables and graphics will be prepared to illustrate clearly the changes proposed by the CAAP. The project description will include:
• A thorough explanation of proposed changes to the CAAP • Features that have been incorporated into the plan to minimize potential environmental or land use conflicts, if any
• Supporting graphics
We will provide the City with an electronic version of the draft project description for review. Upon City approval of the draft project description, we will prepare the Administrative Draft Addendum. This task includes all components necessary to complete the environmental impact analysis.

Administrative Draft Addendum
This task includes all the steps necessary to complete an Administrative Draft Addendum for the CAAP. The Addendum would contain all sections required pursuant to CEQA. In accordance with CEQA Guidelines Section 15164, the Addendum will include only the information necessary to make the previous EIR adequately apply to the project in the changed situation. As explained in CEQA Guidelines Section 15151:

An EIR should be prepared with a sufficient degree of analysis to provide decision-makers with information which enables them to make a decision which intelligently takes account of environmental consequences.

An evaluation of the environmental effects of a proposed project need not be exhaustive, but the sufficiency of an EIR is to be reviewed in light of what is reasonably feasible.

To the extent possible, Rincon will incorporate information from existing environmental and planning documents that are applicable to the project area and project. The Rincon Team will submit electronic copies of the Administrative Draft Addendum, along with associated appendices, to the City for review and comment. This task includes one round of review and revisions.

Final Addendum
Upon receiving one consolidated set of City comments on the Administrative Draft Addendum, Rincon will prepare a Final Addendum for certification. There are no public notification or review requirements for an addendum. The City will present the Addendum along with the CAAP for City Council approval at the same time.

Once the Addendum is certified, Rincon will file the Notice of Determination with the County and the State 50 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 30 Clearinghouse. Rincon assumes the City will provide access as the submitter through the CEQASubmit System.

The Rincon Team assumes the City will have its receipt from filing the California Department of Fish & Wildlife (CDFW) fees at the time the General Plan EIR was certified. Otherwise, additional CDFW fees could be required.

Assumptions
• All comments on the Administrative Project Description and Draft Addendum will be provided to Rincon in one consolidated set from the City.
• No hard copies will be provided.

Deliverables
• Administrative Draft Addendum and Final Addendum
Optional Task A CEQA Streamlining
For the purposes of using the CAAP as a CEQA streamlining tool, it is essential that the document be adopted in a public process following environmental review, per Section 15183.5(b)(1)(F) of the CEQA Guidelines. Following adoption, future projects can prove consistency with the CAAP via a CAAP consistency checklist and a CAAP consistent GHG threshold. As an optional task, we propose to develop a CEQA GHG Checklist are designed to be use by City planning staff and applicants to easily evaluate new projects for consistency with the CAP and the programmatic CEQA document to streamline future CEQA GHG analyses. As a secondary pathway for streamlining CEQA analysis, the Rincon team would develop quantitative CEQA thresholds of significance for GHG emissions along with a guidance document for City staff for purposes of evaluating quantitative CEQA GHG analyses submitted by applicants. The GHG thresholds can be utilized by applicants when they are not able to meet all the requirements in the CAP Consistency Checklist (i.e., CEQA GHG Checklist). Together these two tools present best practice is to help the city prove that new projects are consistent with the CAP and allows applicants to align with the community’s incremental GHG reduction goals rather than the state’s longer-range goals.

Task A.1 CEQA GHG Checklist
To assist with CEQA tiering for future plans and projects, Rincon can work with the City to prepare a methodology to streamline CEQA GHG emissions analysis for future City projects. In early 2018, Rincon generated a CAP Consistency Checklist for the City of Pasadena, one of the first CAPs in the state to include a SB 32 consistency checklist for development projects. Rincon’s proposed CAP CEQA Project Manager has been working with California jurisdictions since 2010 to peer review or prepare their CAP Consistency Checklist (i.e., CEQA GHG Checklists) as well as complete the CEQA GHG Checklists for individual plans and projects. By having a CEQA GHG Checklist for use by City planning staff and applicants, future City plans and projects can tier from the CAP programmatic CEQA document for purposes of streamlining future CEQA GHG analyses and demonstrating consistency with state GHG reduction targets per the 2017 CARB Climate Change Scoping Plan. Without such a checklist for a tool, it can be difficult for future plans and projects to navigate the CEQA process under SB 32.

Task A.2 CEQA GHG Thresholds
To further strengthen the defensibility of future CEQA GHG analyses that will tier from the CAP CEQA assessment document to be prepared under Task 5.1, we recommend the development of a City quantitative CEQA thresholds of significance for GHG emissions along with a guidance document for City staff for purposes of evaluating quantitative CEQA GHG analyses submitted by applicants. Such City quantitative CEQA GHG thresholds will be utilized when applicants are not able to meet all of the requirements in the CAP Consistency Checklist (i.e., CEQA GHG Checklist) to be prepared under Task 5.2.

The GHG efficiency threshold for project- or plan-based CEQA analysis will be based on a methodology that considers emissions against an efficiency-based service population threshold. The threshold assesses the GHG efficiency of a project or plan on a per capita basis or service person basis. This approach will rely on the City GHG reduction goals in the CAP to attain a future horizon year target, compare it with the economic projections and planned land use development in the region up to specific horizon years, and allocate GHG reductions to population, service population, and land uses. This threshold is consistent with the CARB 2017 Climate Change 51 Project Approach and Timeline
Rincon Consultants, Inc. 31
Scoping Plan, which details the intention to accommodate population and economic growth in California but do so in a way that achieves a lower rate of GHG emissions. In addition, if the City proceeds with development of CEQA GHG thresholds, Rincon will also include CEQA assessment of the thresholds as part of the programmatic IS-ND in order to confirm that appropriate CEQA review of the thresholds occurs as part of a public review process and via one CEQA document in an efficient and cost-effective manner. If selected, this will be included as part of preparation of the CEQA assessment document under Task 9.

Rincon will also prepare a concise guidance document for use by City staff in evaluating submitted CEQA GHG emissions analyses and by applicants in preparing CEQA GHG emissions analyses. The guidance document will detail a defensible approach for evaluating GHG emissions impacts in analyses prepared pursuant to CEQA. The document will also provide substantial evidence of the methodology’s consideration of statewide GHG direction provided by California Air Pollution Control Officers Association, CARB, and the Governor's Office of Land Use and Climate Innovation as well as relevant case law.
52 Project Approach and Timeline
Rincon Consultants, Inc. 33
Schedule
Tasks
Task 1.1 Project Kickoff
Task 1.2 Project Check-in Meetings
Task 1.2 Project Management
Task 2.1 Document Review
Task 3.1 GHG Emissions Inventory
Task 4.1 GHG Forecasts
Task 4.2 GHG Targets
Task 5.1 Draft Measure Development
Task 5.2 Final Measure Development
Task 5.3 Measure Quantification and Substantial Evidence Task 6.1 Community Education and Engagement Plan
Task 6.2 City Council Meetings
Task 6.3 Planning Commission Meetings
Task 6.4 Community Workshops (2)
Task 6.5 Community Survey
Task 7 Climate Vulnerability, Adaptation, and Resilience Task 8.1 Administrative Draft CAAP
Task 8.2 Public Draft CAAP
Task 8.3 Final CAAP
Task 9 Environmental Review
Task 9.1 Draft and Final CEQA Document
Key
Community Review
Work in Progress
City Review
Final Deliverable
Biweekly Meetings
Community Meetings
City Council Meetings
Planning Commission Meetings
Month
Task 8 CAAP Document
Task 7 Climate Vulnerability, Adaptation ,and Resilience Task 6 Community Engagement
Task 5 Measure Development
Task 4 GHG Forecasts and Targets
Task 1 Project Management
10 11 12 13 14
Complete as part of RICAPS - no action required.
1 2 3 4 5 15
Task 3 GHG Inventory
Task 2 Document Review
6 7 8 9 16 17 18
53 References
Rincon Consultants, Inc. 35
5 References
Reference List
We invite you to contact any of the individuals listed below regarding our qualifications, skills, and project management.

County of San Mateo, Regional Climate Actions Planning Suite Contact: Avana Andrade, Senior Sustainability Specialist Address: 400 County Center
Redwood City, California 94063
Phone: 628-212-0105
City of Livermore, Climate Action and Adaptation Plan
Contact: Tricia Pontau
Address: 1052 South Livermore Avenue
Livermore, California 94550
Phone: 925-960-4039
County of Santa Clara Climate Roadmap
Contact: Gilee Corral, Sustainability Manager
Address: 2310 North 1st Street
Suite 201
San Jose, California 95131
Phone: 669-649-1758
54 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 36 6 Services Agreement and Conflict of
Interest Statements
Rincon requests the suggested change to make it clear that it will not have liability for others negligence or intentional acts but only for its own negligent actions:

15. INDEMNIFICATION. Consultant must indemnify, hold harmless, and defend the City (including its elected officials, officers, agents and employees) from and against any and all claims (including all litigation, demands, damages, liabilities, costs, and expenses, and including court costs and attorney’s fees) resulting or arising from Consultant's negligent performance, or failure to perform, under this Agreement. Consultant shall have no obligation hereunder for the sole negligence or willful misconduct of the City.

Rincon's performance of the project will not create a conflict of interest. 55 Other Information
Rincon Consultants, Inc. 37
7 Other Information
Implementation Experience
One of Rincon’s key differentiators is our work beyond planning. Our implementation experience spans each of the major sectors within a Climate Action and Adaptation Plan. Developing an actionable and defensible plan will be critical for the City of Belmont to support the requirements of a Qualified GHG reduction Strategy under the CEQA guidelines 15183.5(b). The following experience helps set Rincon apart when developing and actionable plan, because we support cities throughout the planning process, but also into the implementation phase. The lessons learned from working through the implementation of innovative projects will help provide a plan that is actionable and defensible for the City of Belmont.

Building Electrification
Bay Area Air District Zero NOx Thresholds
Rincon led a team of industry experts, including E3 and Willdan to provide technical support to the Bay Area Air Quality Management District (no Bay Area Air District) technical working group. This group was charged with identifying and solving hurdles associated with the upcoming Zero NOx thresholds which cover water heating and space heating in the Bay Area and come into effect in 2027. In this capacity Rincon developed several whitepapers on installation costs, common technical hurdles, permitting, and labor force. Rincon is leveraged large datasets from TECH, BAYREN, and others to complete this analysis, as well as conducting interviews with contractors and municipalities. The whitepapers become part of the final deliverable to the BAAQMD Board in support of the continued implementation of the thresholds. This experience provides Rincon with an unmatched understanding of the technical requirements to electrify existing buildings. The whitepapers Rincon developed can be found on the Bay Area Air District website.

City of Berkeley Existing Building Electrification Study Rincon led a team comprised of the City of Berkeley, Rocky Mountain Institute, and the Ecology Center in developing an implementation plan to electrify 100% of Berkeley’s existing buildings before 2045. This first of its kind project leveraged the recent ban on natural gas in new construction passed by City Council. As part of the work scope, the team analyzed the technologies and policies required to electrify the existing building stock as well as the equity impacts of such an undertaking. Rincon developed a suite of equity guardrails in coordination with the community to limit the potential impacts of existing building electrification and help direct benefits to under-invested communities throughout the City. By using the tenants of targeted universalism Rincon and the project team were able to develop a plan that enjoyed unanimous support at City Council and with the community. Rincon is currently supporting the City of San Mateo on a similar work scope developing specific strategies for existing building decarbonization, an important strategy for achieving the State GHG reduction goals.

Electric Vehicles
County of San Mateo EV Charging Grants
As part of the RICAPS program Rincon supported the County of San Mateo and several jurisdictions to develop grant applications for EV charging infrastructure throughout the County. The grants included research and interviews with EV infrastructure companies including innovative new companies like Its Electric who provide behind the meter curbside charging solutions. Rincon developed installation schedules, costs, and identified sites in collaboration with each City. The grants were submitted to MTC in February. This experience provides Rincon with unique experience understanding the EV infrastructure installation process and working collaboratively with funding partners like Peninsula Clean Energy. 56 City of Belmont
Proposal to Provide Climate Action and Adaptation Planning Services for the City of Belmont 38 Carbon Sequestration
City of San Mateo Compost Study
Rincon is currently working with the City of San Mateo to quantify the carbon sequestration benefit of compost application. This challenging problem requires soil sampling or flux tower installation to accurately quantify but holds the potential to develop a regional carbon trading program which could help support agriculture, meet the requirements of SB1383, and help cities reach their long term goal of carbon neutrality by 2045.

County of San Mateo Carbon Sequestration Study
Rincon is currently supporting San Mateo County Parks in identifying the carbon sequestration benefit of county parks as well as identifying new strategies for increasing carbon sequestration rates. This project builds off of a countywide carbon mapping project Rincon completed as part of the counties Community Climate Action Plan.

This project, and similar projects Rincon has completed for the County of Santa Clara and Contra Costa, provides a detailed understanding of how carbon sequestration, standing carbon, and other fluxes like fire can interact with a city’s CAAP.

Adaptation and Resilience
Rincon has a dedicated Climate Resilience team who has completed not only planning initiatives like CAAPs, safety elements, environmental justice elements, and hazard mitigation plans, but is also working to support adaptation implementation projects including wildfire management. Rincon’s team consists of wildfire experts who can contribute directly to the CAAP and provide actionable guidance to improve resiliency. As part of this project Rincon will build on the Safety Element currently being completed by the City to fully integrate GHG mitigation and climate adaptation strategies.
57

2025 Sewer Rehabilitation Project - Staff Report.docx

STAFF REPORT
Meeting Date: March 25, 2025
Agency: City of Belmont
Staff Contact: Bozhena Palatnik, Public Works, (650) 595-7463, [email protected] Agenda Title: 2025 Sewer Rehabilitation Project
Agenda Action: Resolution
Recommendation
Adopt a resolution approving plans and specifications, authorizing advertisement for sealed bids, authorizing the City Manager to execute a contract with the lowest responsible and responsive bidder for an amount not to exceed $2,330,000 plus a ten percent construction contingency of $233,000, and approving a task order for construction management services with MNS Engineers, Inc. for an amount not to exceed $314,340 for the 2025 Sewer Rehabilitation Project, City Contract Number 2025-636.

Strategic Focus Area
Infrastructure and Mobility
Background
As part of the on-going Pavement Rehabilitation Program, thirteen streets are scheduled for pavement reconstruction in summer of 2025. All those streets 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 the streets were evaluated, and several sanitary sewer mains are deemed to require replacement or repair prior to pavement project. Additionally, several other sanitary sewer and storm sewer mains in poor condition are identified and included in this project.

Analysis
Schaaf & Wheeler was retained to design this project. Plans and specifications (attachments B and C) have preparation of the plans, and the project is ready to be advertised for construction bids. Construction work will include sanitary sewer trenchless replacement of 4,365 feet of pipes and 1,684 feet of open trench pipe installation, sewer lateral reconnection, manhole replacement, open trench installation of 200 feet of storm drain pipes, and storm drain inlet replacement. The bid opening is planned to take place on April 23, 2025. Construction is expected to start in June and finish in September 2025. The total cost of construction with contingency is estimated to be $2,563,000.

City staff requested proposals from three on-call consultant firms for construction management and inspection support services. MNS Engineering, Inc. (MNS) was selected based on their previous success construction managing underground wet utility projects. The project construction time is estimated at 95 working days. The engineer’s construction estimate for this project is $2,330,000. The construction management and engineering support, inspection and quality assurance services cost is $314,340. The MNS proposal is included in Attachment D.
58

2025 Sewer Rehabilitation Project - Staff Report.docx
This project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair, or minor alteration of existing facilities.

Alternatives

1. Take no action.

2. Refer back to staff for further information.

Attachments
A. Resolution
B. 2025 Sewer Rehabilitation Project Plans
C. 2025 Sewer Rehabilitation Project Specifications
D. MNS Proposal for Construction Management and Inspection Services Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

The construction cost, including contingency, plus construction management services totals $2,877,340. Funding in the amount of $125,000 will come from the Measure I Storm Project
(Account # 399-3-730-6020-9030) funded by the Measure I Fund, and $2,752,340 will come from the Residential Gravity Replacement Improvements Project (Account #399-3-730-
7074-9030) funded by the Sewer Collections Fund.

Source: Purpose: Public Outreach:

Staff Statutory/Contractual Requirement Posting of Agenda 59

RESOLUTION NO. 2025 –
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT (1)

APPROVING PLANS AND SPECIFICATIONS, AUTHORIZING ADVERTISEMENT

FOR SEALED BIDS, AND AUTHORIZING THE CITY MANAGER TO EXECUTE A

CONSTRUCTION CONTRACT WITH THE LOWEST RESPONSIBLE AND
RESPONSIVE BIDDER FOR AN AMOUNT NOT TO EXCEED $2,330,000 PLUS A TEN PERCENT CONTINGENCY, AND (2) AUTHORIZING THE CITY MANAGER TO

EXECUTE A TASK ORDER FOR CONSTRUCTION MANAGEMENT SERVICES WITH MNS ENGINEERING INC. FOR AN AMOUNT NOT TO EXCEED $314,340 FOR THE 2025 SEWER REHABILITATION PROJECT, CITY CONTRACT NUMBER 2025- 636
WHEREAS, the Department of Public Works and Schaaf & Wheeler have completed preparation of plans and specifications for the 2025 Sewer Rehabilitation Project, CCN 2025- 636; 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 Account # 399-3-730-6020- 9030/Measure I Storm Project, and Account #399-3-730-7074-9030/Residential Gravity Replacement Improvements Project; and,
WHEREAS, the construction phase of the project is estimated to be $2,563,000 including 10% construction contingency; and,
WHEREAS, MNS Engineering Inc., was selected to provide the City with construction management services for an amount not to exceed $314,340.

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 $2,330,000 plus a ten percent contingency for the 2025 Sewer Rehabilitation Project, City Contract Number 2025-636.

SECTION 2. The City Manager is authorized to execute a Task Order with MNS Engineering, Inc. to provide construction management services for an amount not to exceed $314,340 for the 2025 Sewer Rehabilitation Project, City Contract Number 2025-636. * * *
ADOPTED March 25, 2025 by the City of Belmont City Council by the following vote:

Ayes:
60

Noes:

Absent:

Abstain:

ATTEST:

City Clerk Mayor
APPROVED AS TO FORM:

City Attorney
61 62
DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L NOTES, LEGENDS, & ABBREVIATIONS 2T2 STORM DRAIN EXISTING PROPOSED SD SANITARY SEWER SS SS WATER LINE W GAS LINE G G SANITARY SEWER MANHOLE STORM DRAIN MANHOLE STORM DRAIN INLET LEGEND SS SS UNDERGROUND ELECTRICAL UE UE UNDERGROUND TELECOMMUNICATION OVERHEAD ELECTRICAL/ TELECOMMUNICATION OHE OHE PROPERTY LINE SEWER LATERAL - ACTIVE SEWER LATERAL - CAPPED/ABANDON T T SPOT REPAIR SD OR LAMPHOLE GENERAL NOTES 1. CONTRACTOR SHALL MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES. 2. ALL WORK SHALL CONFORM TO THE PROJECT PLANS AND THE CITY OF BELMONT STANDARD DETAIL DRAWINGS FOR CONSTRUCTION AND OTHER SPECIFICATIONS REFERENCED THEREIN. 3. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH THE GREENBOOK STANDARD SPECIFICATIONS, CALTRANS STANDARD SPECIFICATIONS, AND CITY'S SPECIFICATIONS. 4. NO CHANGE TO THE PROJECT IMPROVEMENT PLANS SHALL BE PERMITTED WITHOUT PRIOR APPROVAL BY THE CITY ENGINEER AND DESIGN ENGINEER. 5. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT TO THE EXTENT ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR ENGINEER. 6. CONTRACTOR SHALL SECURE A NO FEE ENCROACHMENT PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL 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, COMCAST, AND PG&E. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT AREA PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY NEW FACILITIES IN THIS CONTRACT. REPORT POTENTIAL CONFLICTS TO THE CITY ENGINEER PRIOR TO EXCAVATING FOR NEW FACILITIES. 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 (USA) 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 TRAFFIC ENGINEER. 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 01120-1.10. 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 WITH CONTINUOUS SLOPE BETWEEN (E) MH INVERT ELEVATIONS. 25. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS. SITES WHERE WORK IS LOCATED IN EXISTING RESIDENCE'S YARDS ARE DESCRIBED IN THE SITE INFORMATION REPORT PROVIDED IN THE APPENDIX OF THE SPECIFICATIONS. 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 ARE NOT SHOWN ON THE DRAWINGS BUT SHALL BE ASSUMED TO EXIST AT EACH PROPERTY. LOCATION OF GAS SERVICE CROSSINGS ARE NOT SHOWN ON THE PROFILES. 28. HDPE PIPE FOR STORM DRAINS SHALL BE CORRUGATED HDPE. HDPE FOR SANITARY SEWERS SHALL BE SMOOTH WALL HDPE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. ABBREVIATIONS ABABS ACACP APPROX APN ASPH CBCCTV CONC CDF CLR CMP CVR CI CIP CIPP CODEG DIA DIP DEDEPT. DOEELEV, EL EXIST, (E) FLFMFRP FTGND GPM AGGREGATE BASE ACRYLONITRILE BUTADIENE STYRENE PIPE ASPHALTIC CONCRETE ASPHALTIC CONCRETE PIPE APPROXIMATE ASSESSORS PARCEL NUMBER ASPHALT CATCH BASIN CLOSED CIRCUIT TELEVISION CONCRETE CONTROLLED DENSITY FILL CLEARANCE CORRUGATED METAL PIPE COVER CAST IRON CAST IRON PIPE CURED IN PLACE PIPE CLEANOUT DEGREE DIAMETER DUCTILE IRON PIPE DRAINAGE EASEMENT DEPARTMENT DOWN STREAM EAST ELEVATION EXISTING FLOW LINE FORCE MAIN FIBER REINFORCED PLASTIC FOOT GROUND GALLONS PER MINUTE HBHDPE HOR. I.D. INV LLFLHLT. MHMAX MIN MPWD (N) NNTS OD(P) PCC PDWF PHPTPUE PVC PWWF QRRCB RCP REINF. REL REQD RT. HOSE BIB HIGH DENSITY POLYETHYLENE HORIZONTAL INSIDE DIAMETER INVERT LENGTH LINEAR FOOT LAMPHOLE LEFT MANHOLE MAXIMUM MINIMUM MID-PENINSULA WATER DISTRICT NEW NORTH NOT TO SCALE OUTSIDE DIAMETER PROPOSED PORTLAND CEMENT CONCRETE PEAK DRY WEATHER FLOW POTHOLE PRESSURE TREATED PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PIPE PEAK WET WEATHER FLOW FLOW RATE RADIUS REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REINFORCED, REINFORCING RELATIVE REQUIRED RIGHT 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. GENERAL NOTES (CONTINUED) 29. STATIONING AND DISTANCES IN PROFILES ARE APPROXIMATE BASED ON STRAIGHT HORIZONTAL DISTANCES FROM CENTER OF MANHOLE/LAMPHOLE 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 SPECIFICATION SECTION 01120-1.02. 33. SEWERS TO BE REPLACED USING TRENCHED METHODS SHALL HAVE LATERAL CONNECTIONS RECONNECTED PER DETAIL . LATERALS THAT ARE CAPPED SHALL BE ABANDONED, REFER TO ADDITIONAL NOTES ON THIS SHEET FOR PIPE LINING AND BURSTING REQUIREMENTS. 34. SEWER SERVICE SHALL BE RESTORED BEFORE THE END OF EACH WORKING DAY. REFER TO SPECIFICATION SECTION 01120-1.09 FOR ADDITIONAL INFORMATION. PIPE LINING 1. PIPES INDICATED TO BE LINED SHALL BE LINED WITH CURED IN PLACE PIPE PER SPECIFICATION SECTION 02900. 2. REPAIR LATERALS: REPAIR LATERALS AS INDICATED IN THE LATERAL LOCATION TABLES PER & REACTIVATE AFTER LINING PER SPECIFICATION SECTION 02900-3.01. 3. REINSTATE LATERALS: REINSTATE LATERALS AS INDICATED IN THE LATERAL LOCATION TABLES & PER SPECIFICATION SECTION 02900-3.01. 4. 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. POTHOLING 1. THE CONTRACTOR SHALL POTHOLE ALL UTILITIES THAT MAY CONFLICT WITH SEWER ALIGNMENT AS FIRST ORDER OF WORK. 2. SEE TECHNICAL SPECIFICATIONS SECTION 01120-1.05 FOR ADDITIONAL REQUIREMENTS. WATER SEPARATION 1. LOCATIONS WHERE NEW SEWER MAIN IS TO BE CONSTRUCTED MUST MEET THE FOLLOWING REQUIREMENTS WHERE SEPARATION WITH THE WATER MAIN IS LESS THAN 10 FEET HORIZONTAL AND 2 FEET VERTICAL: 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 DOES NOT NEED TO POTHOLE WATER MAINS THAT WERE PREVIOUSLY LOCATED AS INDICATED IN THE POTHOLING DATA TABLE. 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 2 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. PIPE BURSTING 1. PIPES INDICATED TO BE BURST SHALL BE PIPE BURST PER SPECIFICATION SECTION 02345. 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 SEWER, SEWER BREAKS, AND LATERAL TAP BREAK INS THAT MAY INTERFERE W/ INSTALLATION OF THE NEW SEWER MAIN PRIOR TO BURSTING. 5. AS INDICATED IN THE LATERAL LOCATION TABLES, CONTRACTOR SHALL RECONNECT ALL LATERALS PER . 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 5 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 SHEET FOR ADDITIONAL INFORMATION. 8. ALL MANHOLE CONNECTIONS THAT ARE PIPE BURSTED SHALL BE REPAIRED & MODIFIED PER . D23 D22 D21 SSDSDE SDR SIMSPECS SSSSMH SSLH STA STD TFL TGTYP U.N.O. UPVCP VER. WW/ X-ING SOUTH, SLOPE STORM DRAIN STORM DRAIN EASEMENT STANDARD DIMENSION RATIO SIMILAR SPECIFICATIONS STAINLESS STEEL, SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER LAMPHOLE STATION STANDARD TOP OF FLOW LINE TOP GRATE TYPICAL UNLESS NOTED OTHERWISE UPSTREAM VITRIFIED CLAY PIPE VERTICAL WEST, WATER WITH CROSSING 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. APPENDIX A OF THE SPECIFICATIONS CONTAIN PHOTOGRAPHS OF EASEMENT LOCATIONS IDENTIFYING EXISTING SURFACE CONDITIONS AND RESTRICTIONS. CONTRACTOR SHALL CONSIDER ACCESS ISSUES AND LIMITATIONS WHEN BIDDING. NO ADDITIONAL COMPENSATION WILL BE MADE FOR DIFFICULT AND LIMITED SITE ACCESS ISSUES. 3 PIPE SPOT REPAIR NOTES 1. SPOT REPAIR STATIONING IS BASED ON VIDEO LOG DISTANCE FROM ADJACENT MANHOLES. CONTRACTOR SHALL VERIFY LOCATION WITH CCTV PRIOR TO MAKING REPAIR. 2. CONTRACTOR SHALL COMPLETE SPOT REPAIRS BEFORE INSTALLING CIPP LINING, WHERE APPLICABLE. 3. LATERALS ARE NOT SHOWN FOR LOCATIONS THAT ARE PROPOSED TO BE SPOT REPAIRED. 4. COMPLETE SPOT REPAIRS PER DETAIL WHERE SPOT REPAIR IS LOCATED WITHIN 2 FEET OF A LATERAL AND WHERE NOTED ON PLANS, REPLACE LATERAL CONNECTION PER NO ADDITIONAL COMPENSATION WILL BE GRANTED FOR REPLACING LATERAL CONNECTION. 5. SPOT REPAIRS INCLUDE ALL REPAIRS UP TO 5 FEET IN LENGTH. REPAIRS LONGER THAN 5 FEET ARE CLASSIFIED AS OPEN TRENCH REPAIRS. 6. CONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS AFTER SPOT REPAIR. 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 AND LESS THAN THE LENGTH FROM MANHOLE TO MANHOLE OR MAINLINE CLEANOUT. 3. LATERALS ARE NOT SHOWN ON THE PLANS FOR LOCATIONS THAT ARE PROPOSED TO BE OPEN TRNECH REPAIRED. ALL LATERALS WITHIN 2 FEET OF OPEN TRENCH REPAIRS SHALL BE REPLACED PER DETAIL . 4. COONTRACTOR SHALL RESTORE SURFACE TO PRE-CONSTRUCTION CONDITIONS AFTER SPOT REPAIR. D24 D24 D13 CCTV LOST VISUAL SS SS EASEMENT SEWER FLOW DIRECTION ABANDON SEWER SS SS WATER VALVE FIRE HYDRANT OPEN TRENCH INSTALLATION 1. CONTRACTOR SHALL USA AND MEET WITH THE CITY TO CONFIRM RE-ALIGNMENT OF SANITARY SEWERS PRIOR TO START OF WORK. 2. LATERALS SHALL BE RE-CONNECTED PER OR EXTENDED PER . LATERALS THAT ARE CAPPED OR ABANDONED SHALL NOT BE RECONNECTED. CONTRACTOR SHALL CONFIRM LATERALS W/ CCTV INSPECTION. D21 D39 SEWER LATERAL - EXTENSION 63 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

BELMONT
CITY

OF OF OF CITY OF BELMONT CITY
CITY
OF

OF OF NOTRE DAME DR ALAMEDA DE LAS PULGAS

RALSTON AVE

HALLMARK DR

HALLMARK DR

SAN JUAN BLVDCIPRIANI BLVD

CARLMONT DR

HASTINGS DR CITY OF SAN CARLOS CITY OF BELMONT

CHULA VISTA DR

CITY OF SAN MATEO CITY OF BELMONT

SOUTH RD

RAIL ROAD
MARINE

VIEW RD

HILLER ST

RALSTON AVE O'NEILL AVE
U.S. 101

MONTE CRESTA

COMSTOCK CIRCLE

UPPER LOCK

HILLCREST DR

LAUREL CREEK RD

HOLLY RD

RUTH AVE

NORTH RD

RALSTON AVE
HWY 82

DAVEY GLEN
MONROE
LYON

HILLMAN

NOTRE DAME DR MIDDLE

SOUTH RD

ARBOR DR FAIRWAY DR

BELBURN DR
ALDEN
ALAMEDA DE LAS PULGAS C16 C1 C1 C9 C5C6 C6 C4C4 C3C3 C2 C15C14 C12 C23 C11 C10 HWY 82 HARBOR C13 C13 C17C18 C19 C22C20 C21 C7C8 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MAP INDEX 3T3 SCALE: 1 INCH = 800 FEET 800 0 800 1600 SCALE: 1" = 800' PLAN DRAWING INDEX SHEET # DRAWING # TITLE 1 T1 TITLE SHEET 2 T2 NOTES, LEGEND, & ABBREVIATIONS 3 T3 MAP INDEX 4 C1 COMSTOCK CIRCLE 5 C2 CORONET BOULEVARD 6 C3 CORONET BOULEVARD 7 C4 CORONET BOULEVARD 8 C5 CORONET BOULEVARD 9 C6 PULLMAN AVENUE 10 C7 PULLMAN AVENUE 11 C8 PULLMAN AVENUE 12 C9 PULLMAN AVENUE 13 C10 HILLMAN 14 C11 COMSTOCK 15 C12 ARDEN 16 C13 BROADWAY & KING 17 C14 FOREST AVENUE 18 C15 FOREST AVENUE 19 C16 LOWER LOCK AVENUE 20 C17 MONTE CRESTA DRIVE 21 C18 MONTE CRESTA DRIVE 22 C19 MONTE CRESTA DRIVE 23 C20 MONTE CRESTA DRIVE 24 C21 MONTE CRESTA DRIVE 25 C22 MONTE CRESTA DRIVE 26 C23 HASKINS DRIVE 27 D1 DETAILS 28 D2 DETAILS 29 D3 DETAILS 64 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G
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G G G G G G G G G G G G G G G
SS
SS
SS
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SS SS SS SS
SS
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SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SD
SD
SD
2713 2709 2705 2689 2716 2712 2708
2704 2700 2696
2692
(E) SSMH 453608 RIM: 594.16 INV: 588.41 (E) SSMH 453609 RIM: 594.84 INV: 586.26 SPOT REPAIR 91 FT DOWNSTREAM FROM SSMH 453608, NOTE 1 COMSTOCK CIR

COMSTOCK CIR
(E) 6" VCP SS (E) 6" VCP SS
(E) 6" VCP SS
(E) WATER MAIN, TYP.
(E) SDMH, TYP.
(E) STORM DRAIN, TYP.
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2700 2700 2701 2701 2580 2584 2588 2592 2697 SPOT REPAIR 126 FT DOWNSTREAM FROM SSMH 454104, NOTE 1 (E) SSMH 453905 RIM: 626.26 INV: 618.26 (E) SSMH 454104 RIM: 639.21 INV: 631.54 COMSTOCK CIR HALLMARK DR HALLMARK DR WALTHAM CROSS ST COMSTOCK CIR (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) STORM DRAIN, TYP. (E) SDMH, TYP. (E) WATER MAIN, TYP. DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L COMSTOCK CIRCLE 4C1 SCALE: 1" = 20' PLANSCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES 1. SPOT REPAIR PIPE PER . D14 65 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 370
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G
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G
G
G

G G G G
G

G G G G G G G
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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
2205
2207 2211
2215
2127
2129
2201 2203 2133
2216 2212 2210 2206 2204 2202
2140 SS SS SS SS SS SS CORONET BLVD LYON AVE (E) SSMH 440415 RIM: 329.64 INV: 323.56 (SW) INV: 319.39 (NW & E) (E) SSMH 440421 RIM: 407± INV: 402.33± NOTE 5 & 6
SS SS PIPE BURST 53 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 440421 TO SSMH 440420A (E) 6" VCP SS (E) 6" VCP SS CORONET BLVD (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) GAS MAIN, TYP. (E) OVERHEAD ELECTRIC, TYP. (E) STORM DRAIN, TYP. (E) WATER MAIN, TYP. (E) SDMH RIM: 338.60 INV: 334.43 (OUT) (E) SDMH RIM: 323.57 INV: 319.74 (IN) (E) 24" HDPE SD (E) SSMH 440420A STA 10+00 RIM: 388.51 INV: 383.43 SPOT REPAIR FRACTURE AT STA 15+48±, NOTE 1 SPOT REPAIR 61 FT DOWNSTREAM FROM SSMH 440416, NOTE 4 (E) SSMH 440416 STA 15+50 RIM: 338.40 INV: 332.65 (E) SSMH 440417 STA 13+59 RIM: 353.18 INV: 347.43 NOTE 2 (E) SSMH 440418 STA 12+52 RIM: 365.99 INV: 361.24 NOTE 3 SPOT REPAIR HOLE IN INVERT AT STA 12+50±, NOTE 1 (E) 6" VCP SS CORONET BLVD CIPP LINE 107 LF OF (E) 6" VCP FROM SSMH 440418 TO SSMH 440417 (E) 6" VCP SS (E) 6" VCP SS 6.1'± 380 385 390 395 400 405 410 415 380 385 390 395 400 405 410 415 9+00 10+00 10+50 PIPE BURST 53 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 36.61%± (E) SSMH 440421
STA:9+47
RIM:407.00
INV OUT:402.83
NOTE 5 & 6
(E) SSMH 440420A
STA:10+00
RIM:386.95
INV IN:383.43
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 440418 440417 12+68 LEFT REINSTATE 440418 440417 12+83 LEFT ABANDON CAPPED 440418 440417 13+13 LEFT ABANDON CAPPED DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L CORONET BOULEVARD 5 C2 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. SPOT REPAIR AT MANHOLE CONNECTION PER DETAIL . 2. GROUT MANHOLE GRADE RINGS. 3. TRIM 2 LADDER RUNGS, REPLACE FRAME AND COVER, AND COAT INTERIOR OF MANHOLE. 4. SPOT REPAIR PIPE PER . 5. RAISE MANHOLE 12-INCHES PER , INSTALL (N) FRAME AND COVER, & GROUT INTERIOR CHIMNEY & GRADE RINGS. 6. MANHOLE CAN BE ACCESSED FROM 2302 CASA BONA AVE. EASEMENT ACCESS IS LIMITED TO HAND HELD EQUIPMENT AND FOOT TRAFFIC, REFER TO APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. D25 D14 D36 CORONET - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' 66 440 G G G G G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS 2229
2225
2227 2302 2300
2302 2301 2303 CASA BONA AVE
(E) SSMH 442401 RIM: 426.10 INV: 4208.85 (OUT) (E) SSMH 442402 RIM: 407.92 INV: 403.59 (IN) INV: 401.09 (OUT) NOTE 1 SPOT REPAIR MULTIPLE FRACTURES 87 FT DOWNSTREAM FROM SSMH 442401, NOTE 3

CORONET BLVD
(E) 6" VCP SS
(E) 6" VCP SS
(E) GAS MAIN, TYP.
(E) WATER MAIN, TYP.

6.1'± 13" TO TOP OF NUT © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 420 400 390 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
2311
2313 2315 2317 2319 2321
2312
2310 2308
2306
(E) SSMH 442403 STA 0+00 RIM: 398± INV: 393.4± NOTE 1 (E) SSMH 442404 STA 0+81 RIM: 391.95 INV: 385.28 (NW) INV: 385.03 (THRU) CIPP LINE 81 LF OF (E) 6" VCP FROM SSMH 442403 TO SSMH 442404 CORONET BLVD (E) SSMH 442421 RIM: 428± INV: 424± SPOT REPAIR HOLE 123 FT DOWNSTREAM FROM SSMH 442421 AND 16 FT UPSTREAM OF SSMH 442404, NOTE 2 (E) 6" VCP SS
(E) 6" VCP SS
(E) SSMH 442423
(E) SSMH 442422
(E) 6" VCP SS (E) 6" HDPE SS
(E) 6" VCP SS
(E) GAS MAIN, TYP.
(E) WATER MAIN, TYP.
(E) OVERHEAD ELECTRIC, TYP. SS SS SS SS 23" TO TOP OF NUT (E) 46" TALL WOOD RETAINING WALL (E) 15"Ø TREE
(E) 6" HDPE SS
(E) 6" VCP SS LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442403 442404 0+45 RIGHT REINSTATE 442403 442404 0+67 RIGHT ABANDON CAPPED DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L CORONET BOULEVARD 6 C3 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES 1. REMOVE AND REPLACE MANHOLE FRAME AND COVER PER & . 2. SPOT REPAIR IS IN FRONT OF RETAINING WALL IN CONCRETE SIDEWALK, HDPE SPOT REPAIR SHALL BE DONE PER . 3. SPOT REPAIR PIPE PER . D14 D26 D27 D33 67 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 390
380
370 360 350
340
G
G
G
G
G

G G G G G G G G G
G
G
G
G
G

G G G G G G G G G G G G GG G
G
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SD
SD
SD
SD
2409
2411 2415 2417
2420
2418 2416
2414
2412
2419

CORONET BLVD
(E) SSMH 442410 STA 0+00 RIM: 365.21 INV: 359.63 (OUT) (E) SSMH 442327 STA 2+43 RIM: 365.33 INV: 356.83 SS SS SS SS SS SS SS SS SS SS SS SS CIPP LINE 243 LF OF (E) 6" VCP FROM SSMH 442410 SSMH 442327 (E) 6" VCP SS (E) 6" VCP SS
(E) SSMH 442728
(E) WATER MAIN, TYP.
(E) GAS MAIN, TYP.
(E) SDMH RIM: 365.76 INV: 357.26 (E) STORM DRAIN, TYP. (E) 6" VCP SS G © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SD
2401 2403 2412 2410
2408 none none 2400
2328
(E) SSMH 442406
(E) SSMH 442407
(E) SSMH 442408 RIM: 367.64 INV: 360.64 NOTE 1 CORONET BLVD

CORONET BLVD

CORONET BLVD
(E) 8" HDPE SS
(E) 8" HDPE SS
(E) 8" HDPE SS
(E) 8" HDPE SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) SSMH 442409
(E) OVERHEAD ELECTRIC, TYP.
(E) WATER MAIN, TYP.
(E) GAS MAIN, TYP.
(E) UNDERGROUND ELECTRIC, TYP. LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442410 442327 0+74 RIGHT REINSTATE 442410 442327 1+35 RIGHT REINSTATE 442410 442327 1+83 RIGHT REINSTATE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L CORONET BOULEVARD 7 C4 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. REMOVE AND REPLACE MANHOLE FRAME AND COVER PER & . D26 D27 68 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 330
340
350
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G GG G G G G G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS

SS SS SS
SS
SS
SS
SS
SS
SS
2600
2448 2446
2444
2500
2601
2603
2439
2441
2443 2445
2501
2433
2435
(E) SSMH 442331 STA 0+00 RIM: 359.82 INV: 352.82 NOTE 1 (E) SSMH 442332 STA 2+73 RIM: 343.21 INV: 338.04 NOTE 1 PIPE BURST 273 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 442331 TO SSMH 442332 CORONET BLVD CORONET BLVD

PRINDLE RD
(E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS (E) 6" VCP SS
(E) GAS MAIN, TYP.
(E) WATER MAIN, TYP.

SS
SS
SS
SS
SS

SS SS SS
SS
SS
SS
SS
SS
SS 24" TO TOP OF NUT 8'±
7'±

11.6'± 335 340 345 350 355 360 365 370 335 340 345 350 355 360 365 370 -0+50 0+00 1+00 2+00 3+00 3+50 PIPE BURST 273 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 5.41%± (E) SSMH 442332
STA:2+73
RIM:343.21
INV IN:338.04
NOTE 1
(E) SSMH 442331
STA:0+00
RIM:359.82
INV OUT:352.82
NOTE 1
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442331 442332 0+54 RIGHT ABANDON CAPPED 442331 442332 0+80 RIGHT RECONNECT 442331 442332 1+07 RIGHT ABANDON CAPPED 442331 442332 1+53 RIGHT RECONNECT 442331 442332 2+19 RIGHT ABANDON CAPPED 442331 442332 2+38 - - SURVEY ABANDONED FROM 2+38+/- TO STA 2+47+/- DUE TO CIPP REPAIR DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L CORONET BOULEVARD 8 C5 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. MODIFY MANHOLE PER . D13 CORONET - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' 69 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 260 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G GG G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD 2105
2107 2111 2109 2113 2115
2116
2114
2112 2110 2108 2106
2104
2102
(E) SSMH 442435 STA 0+00 RIM: 273.18 INV: 269.28 (IN-NW) INV: 268.72 (IN-SW)
INV: 268.68 (OUT-NE)
(E) SSMH 442434 STA 1+44 RIM: 260.70 INV: 255.53 SS SS SS SS SS SS SS CIPP LINE 144 LF OF (E) 6" VCP FROM SSMH 442435 TO SSMH 442434 (E) SSMH 442433 (E) SSMH 442436 RIM: 287.58 INV: 281.56 (IN-NW)
INV: 280.80 (IN-S)INV: 280.79 (OUT-NE)
PULLMAN AVE (E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) 6" HDPE SS(E) 6" HDPE SS
(E) 6" PVC SS
(E) 8" PVC SS
(E) 6" HDPE SS
(E) UNDERGROUND ELECTRIC, TYP.
(E) OVERHEAD ELECTRIC, TYP.
(E) WATER MAIN, TYP.
(E) SDCB 6069A RIM: 286± INV: 282± (IN)
INV: 281.67± (OUT) NOTE 3 & 5 REMOVE (E) 49 LF OF 12" CMP & REPLACE W/ (N) 15" HDPE
(E) 18" CMP SD
(E) 15" CMP SD
(E) GAS MAIN, TYP. NOTE 2 (N) SDCB 237 RIM: 272± INV: 270.42 NOTE 4 280 340
330 320 310
300
G
G
G
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS

SS SS SS SS
SD
SD
SD
SD
SD
2140
2137
2135
2138
2136
2134
(E) SSMH 442711 RIM: 297.17 INV: 294.12 (IN-SE)
INV: 293.77 (OUT-NW)
(E) SSMH 442712 RIM: 295.70 INV: 291.14 SPOT REPAIR 101 FT DOWNSTREAM FROM SSMH 442711, NOTE 1 (E) SSMH 442713 (E) SSMH 442714 SS SS SS SSEWELL RD (E) SSMH 442728 (E) SSMH 442439
(E) SSMH 442715

PULLMAN AVE
(E) 6" VCP SS
(E) 6" HDPE SS
(E) 6" VCP SS (E) 6" HDPE SS
(E) 6" HDPE SS
(E) 6" VCP SS
(E) 8" PVC SS
(E) 8" PVC SS
(E) 6" VCP SS
(E) 6" CIPP & PVC SS
(E) UNDERGROUND ELECTRIC, TYP.
(E) STORM DRAIN, TYP.
(E) WATER MAIN, TYP.

5.9'±

6.9'± 1.5'± 270 275 280 285 290 295 270 275 280 285 290 295 9+75 10+00 11+00 (E) SDCB 6069A
STA:10+00
RIM:286.00
INV OUT:281.67
NOTE 3 & 5
REMOVE (E) 49 LF OF (E) 12" CMP
& REMPLACE W/ (N) 15" HDPE @ 23.13%±
(N) SDCB 237
STA:10+49
RIM:272.20
INV IN:270.42
NOTE 4
(E) 6" CIP WATER, DEPTH UNKNOWN
(E) GAS MAIN, DEPTH UNKNOWN
(E) 6" VCP SS, INV = 279.79±
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442435 442434 0+43 LEFT ABANDON CAPPED 442435 442434 0+67 LEFT REINSTATE 442435 442434 0+90 LEFT REINSTATE 442435 442434 0+93 LEFT ABANDON CAPPED 442435 442434 1+37 LEFT ABANDON CAPPED DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L PULLMAN AVENUE 9 C6 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES 1. SPOT REPAIR PIPE PER . 2. REMOVE AND REPLACE (E) WOOD RETAINING WALL AS NECESARY FOR CONSTRUCTION. SEE SITE INFORMATION REPORT FOR ADDITIONAL INFORMATION. 3. (E) CATCH BASIN HAS 49"X54" METAL PLATE COVER. REMOVE (E) CATCH BASIN TOP AND PLATE AND INSTALL (N) TOP W/ BICYCLE SAFE GALVANIZED METAL GRATE AND FRAME H20 TRAFFIC RATED SIMILAR TO BUT W/ CUSTOM SIZE TO MATCH (E) CATCH BASINS DIMENSIONS. 4. REMOVE (E) 18"X18" INLET AND REPLACE W/ (N) 3'X3' INLET PER . 5. CONNECT (N) PIPE TO (E) CATCH BASIN AND FILL VOIDS AROUND CONNECTION W/ NON-SHRINK GROUT. D14 D37 PULLMAN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D37 70 G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G GG G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD 2221 2219 2217 2215 2213 2211 2214 2212 2210 2208 2200 2206 2209 2207 2205 2203 2201 (E) SSMH 442708 STA 11+95 RIM: 250.41 INV: 243.33 NOTE 2 PULLMAN AVE(E) 6" VCP (E) STORM DRAIN, TYP. (E) SSLH 442710LH STA 8+02 RIM: 287± NOTE 3 15" TO INV. (E) SSMH 442709 STA 10+00 RIM: 269.54 INV: 266.29 NOTE 2 (E) GAS MAIN, TYP. (E) 6" VCP SS STA 8+62, 22.5°± BEND ABANDON 198 LF OF (E) 6" VCP, NOTE 2 (E) WATER MAIN, TYP. ABANDON 195 LF OF (E) 6" VCP, NOTE 2 ABANDON 195 LF OF (E) 6" VCP, NOTE 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS (N) SSMH 442709A STA:9+95 6.8'R RIM:269.65 INV IN:266.13 INV OUT:266.03 (N) SSMH 442709B STA:9+10 4.8'R RIM:278.00 INV IN:273.44 INV OUT:273.34 (N) SSMH 442708A STA:11+95 9.6'R RIM:250.41 INV IN:243.05 INV OUT:242.95 (N) SSMH 442710A STA:8+02 8.3'R RIM:286.71 INV OUT:282.19 OPEN TRENCH 199 LF OF (N) 8" PVC @ 11.55%± OPEN TRENCH 85 LF OF (N) 8" PVC @ 8.50%± OPEN TRENCH 103 LF OF (N) 8" PVC @ 8.52%± 6.9'± 1.5'± C7 PROFILE 240 245 250 255 260 265 270 275 280 285 290 240 245 250 255 260 265 270 275 280 285 290 7+90 8+00 9+00 10+00 11+00 12+00 12+50 (E) GRADE OPEN TRENCH 103 LF OF (N) 8" PVC @ 8.52%± OPEN TRENCH 85 LF OF (N) 8" PVC @ 8.50%± OPEN TRENCH 199 LF OF (N) 8" PVC @ 11.55%± (N) SSMH 442710A
STA:8+02
RIM:286.71
INV OUT:282.19
(N) SSMH 442709A
STA:9+95
RIM:269.65
INV IN:266.13
INV OUT:266.03
(N) SSMH 442709B
STA:9+10
RIM:278.00
INV IN:273.44
INV OUT:273.34
(N) SSMH 442708A
STA:11+95
RIM:250.41
INV IN:243.05
INV OUT:242.95
(E) GAS, DEPTH UNKNOWN
(E) 12" CMP, INV=248.00±

INSTALL (N) TRENCH CUTOFF
WALL AT STA 11+25±, NOTE 4

INSTALL (N) TRENCH CUTOFF
WALL AT STA 10+50±, NOTE 4

INSTALL (N) TRENCH CUTOFF
WALL AT STA 9+50±, NOTE 4

INSTALL (N) TRENCH CUTOFF
WALL AT STA 8+65±, NOTE 4 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442710 442709 8+03 LEFT EXTEND 442710 442709 8+56 LEFT ABANDON CAPPED 442710 442709 8+62 - - HORIZ. BEND TO RIGHT 442710 442709 8+63 LEFT EXTEND FILLED W/ ROOTS MIGHT BE CAPPED 442710 442709 9+02 LEFT EXTEND 442710 442709 9+05 LEFT EXTEND 442710 442709 9+54 LEFT EXTEND FLAT LATERAL 442710 442709 9+69 RIGHT RECONNECT 442710 442709 9+85 LEFT EXTEND 442709 442708 10+44 LEFT EXTEND 442709 442708 10+48 RIGHT ABANDON CAPPED 442709 442708 10+53 RIGHT RECONNECT 442709 442708 10+97 LEFT EXTEND 442709 442708 11+48 RIGHT ABANDON CAPPED 442709 442708 11+53 RIGHT RECONNECT 442709 442708 11+86 RIGHT RECONNECT 442708 442707 11+98 LEFT EXTEND 442708 442707 12+02 RIGHT ABANDON CAPPED 442708 442707 12+27 LEFT EXTEND 442708 442707 12+32 RIGHT RECONNECT 442708 442707 12+38 LEFT EXTEND 442708 442707 12+45 LEFT EXTENDDATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L PULLMAN AVENUE 10 C7 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. CONTRACTOR SHALL USA SITE AND POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A POTHOLING REPORT TO THE CITY FOR REVIEW. CONTRACTOR SHALL REVIEW THE SITE W/ THE CITY TO MARK THE PROPOSED LOCATION OF THE NEW MANHOLES AND SEWER ALIGNMENT. 2. ABANDON (E) MANHOLE AND SEWER PIPE PER . 3. ABANDON (E) LAMPHOLE BY REMOVING TOP 3-FEET, COVER, AND FRAME. 4. INSTALL TRENCH CUTOFF WALL PER . PULLMAN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C8 D38 D12 71 © 2025 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G G G G G G G G G G G G G G G G G

G G G G G G
G
G

G G G G G G G G G G G G G G
G
G
G
G

G G G G
G
G
G
G
G
G
G

G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SD 2227 2225 2223 2221 2219 2216 2214 2212 2210 2218 2613 2227
2614

PULLMAN AVE
(E) SSMH 442706 STA 14+72 RIM: 246.98 INV: 239.40 NOTE 3 SS SS SS SS SS SS PIPE BURST 117 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 442706 TO SSMH 442610 (E) SSMH 442707 STA 14+06 RIM: 253.22 INV: 240.55 NOTE 2 ABANDON 66 LF OF (E) 6" VCP, NOTE 2 T BLVD

CORONET BLVD
(E) 6" VCP SS (E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS 24" TO TOP OF NUT (E) 6" VCP & PVC SS ABANDON 211 LF OF (E) 6" VCP & PVC, NOTE 2 PULLMAN AVE (E) SSMH 442610 STA 15+89 RIM: 236.64 INV: 231.23 NOTE 3 & 4 SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
(N) SSMH 442707A STA:13+99 11.0'R RIM:253.22 INV IN:240.25 INV OUT:240.15 OPEN TRENCH 204 LF OF (N) 8" PVC @ 1.32%± OPEN TRENCH 67 LF OF (N) 8" PVC @ 1.13%±

10.9'±

6.1'± 230 235 240 245 250 255 260 265 230 235 240 245 250 255 260 265 12+50 13+00 14+00 15+00 16+00 (E) SSMH 442610
STA:15+88
RIM:236.64
INV IN:231.23
NOTE 3 & 4
(E) SSMH 442706
STA:14+72
RIM:246.98
INV IN:239.40
INV IN:239.40
INV OUT:239.40
NOTE 3
(E) GRADE
(N) SSMH 442707A
STA:13+99
RIM:253.22
INV IN:240.25
INV OUT:240.15
PIPE BURST 116 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 7.02%± OPEN TRENCH 67 LF OF (N) 8" PVC @ 1.13%±
OPEN TRENCH 204 LF OF (N) 8" PVC @ 1.32%±
(E) GAS MAIN, DEPTH UNKNOWN

INSTALL (N) TRENCH CUTOFF
WALL AT STA 14+30±, NOTE 5

INSTALL (N) TRENCH CUTOFF
WALL AT STA 13+50±, NOTE 5

INSTALL (N) TRENCH CUTOFF
WALL AT STA 12+75±, NOTE 5 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442708 442707 12+56 RIGHT RECONNECT 442708 442707 12+66 RIGHT RECONNECT AT 12 O'CLOCK 442708 442707 12+96 LEFT EXTEND ROOTS 442708 442707 12+99 RIGHT RECONNECT 442708 442707 13+47 - EXTEND AT 12 O'CLOCK 442707 442706 14+58 RIGHT ABANDON CAPPED 442706 442610 15+01 RIGHT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L PULLMAN AVENUE 11 C8 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 MATCH LINE - SEE SHEET C7 D26 D27 PULLMAN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' NOTES: 1. CONTRACTOR SHALL USA SITE AND POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A POTHOLING REPORT TO THE CITY FOR REVIEW. CONTRACTOR SHALL REVIEW THE SITE W/ THE CITY TO MARK THE PROPOSED LOCATION OF THE NEW MANHOLES AND SEWER ALIGNMENT. 2. ABANDON (E) MANHOLE AND SEWER PIPE PER . 3. MODIFY MANHOLE PER . 4. REMOVE AND REPLACE FRAME AND COVER PER DETAIL & . 5. INSTALL TRENCH CUTOFF WALL PER . D38 D13 D12 72 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 230
240
220
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SS
SS
SD
SD
SD
2303 2300

RALSTON AVE
(E) SSMH 442607 RIM: 220.62 INV: 212.62 NOTE 1 (E) SSMH 442606 RIM: 222.5± INV: 196.5± (E) SSMH 442608 STA 10+00 RIM: 261± INV: 256.08± NOTE 1 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CIPP LINE 120 LF OF (E) 6" VCP FROM SSMH 442607 TO SSMH 442606 PIPE BURST 257 LF OF (E) 6" CIPP LINED VCP & PVC W/ (N) 8" HDPE FROM SSMH 442608 TO SSMH 442607 PULLMAN AVE (E) 6" VCP SS (E) 6" CIPP VCP & PVC SS (E) 6" VCP SS (E) WATER MAIN, TYP. (E) STORM DRAIN, TYP. (E) LATERAL, TYP. 210 215 220 225 230 235 240 245 250 255 260 265 210 215 220 225 230 235 240 245 250 255 260 265 9+50 10+00 11+00 12+00 13+00 PIPE BURST 257 LF OF (E) 6" CIPP LINED VCP & PVC W/ (N) 8" HDPE @ 16.91%± (E) SSMH 442607
STA:12+57
RIM:220.62
INV IN:212.62
INV OUT:212.62
NOTE 1
(E) SSMH 442608
STA:10+00
RIM:261.00
INV OUT:256.08
NOTE 1
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 442608 442607 10+20 - RECONNECT AT 12 O'CLOCK, PVC 442608 442607 10+61 - RECONNECT AT 12 O'CLOCK 442608 442607 11+23 LEFT RECONNECT ROOTS 442608 442607 11+69 LEFT RECONNECT 443326 443301 12+35 LEFT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L PULLMAN AVENUE 12 C9 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. MODIFY MANHOLE PER . D13 PULLMAN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' 73 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 390
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SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS 1936 1832 1830
1828
1935
1825
1934
1932
1930 1928
1929 1931
1933
(E) SSMH 440629 STA 10+00 RIM: 336.06 INV: 332.56 (IN-SE) INV: 329.98 (THRU) NOTE 5 (E) 6" VCP SS (N) SSMH 440630 STA 8+66 RIM: 374± NOTE 1SS SS SS SS SS SS OAK KNOLL DR

HILLMAN AVE
(E) SSMH 440631 RIM: 383± INV: 379.5± (E) 30"Ø TREE
(E) 4"Ø TREE
(E) 5'-6"± TALL CMU RETAINING WALL
(E) 45° BEND NOTE 3 NOTE 2 NOTE 4 (E) SSCO 440630A PIPE DROPS IN C/O 2' TO INV IN 6'± TO INV OUT C9 PROFILE 330 335 340 345 350 355 360 365 370 375 330 335 340 345 350 355 360 365 370 375 8+50 9+00 10+00 10+50 (N) SSMH 440630
STA:8+66
RIM:374.00±
INV OUT: 371.00±
NOTE 1
(E) SSMH 440629
STA:10+00
RIM:336.08
INV IN:332.56
INV: 329.98 (THRU)
NOTE 5
(E) 5'-6"± RETAINING WALL
HDD INSTALL 134 LF OF (N) 8" SS ABANDON (E) 6" SS
PROVIDE 24" MIN. COVER OVER (N) SS
(E) GRADE
(E) 6" WATER, NOTE 4 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 440630 440629 8+66 RIGHT RECONNECT LATERAL IN LAMPHOLE 440630 440629 9+16 - ABANDON 6" AT 12 O'CLOCK, CAPPED 440630 440629 9+52 RIGHT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L COMSTOCK & HILLMAN 13 C10 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. REMOVE (E) CLEANOUT AND INSTALL (N) MANHOLE PER & OR & . CONTRACTOR'S OPTION TO USE PRECAST CONCRETE OR FRP MANHOLE. CONTRACTOR SHALL ASSUME (N) MANHOLE SHALL BE INSTALLED W/ A RIM TO INVERT DEPTH OF 44-INCHES. 2. HDD INSTALL 134 LF OF (N) 8-INCH SANITARY SEWER AND ABANDON (E) 6-INCH SANITARY SEWER BY REMOVING AND/OR FILLING W/ CDF. 3. CCTV INSPECT 190 LF OF (E) 6-INCH SANITARY SEWER FROM 440630 TO 440631. PIPE HAS A 45-DEGREE BEND NEAR MANHOLE 440631 AND CONTRACTOR WILL LIKELY NEED TO INSPECT FROM BOTH SIDES IN ORDER TO COMPLETE INSPECTION. CONTRACTOR CLEAN SEWER PRIOR TO INSPECTION. 4. (E) WATER MAIN, WATER SERVICE LINES, AND GAS SERVICE ARE IN CLOSE PROXIMITY TO (E) SEWER. LOCATE, EXPOSE, AND PROTECT NEARBY UTILITIES IN PLACE DURING DURING CONSTRUCTION. BACKFILL W/ CDF AND INSTALL CONCRETE SADDLE AT WATER MAIN PER . WRAP EXPOSED WATER MAIN W/ V-BIO POLYETHYLENE PRIOR TO BACKFILLING. 5. MODIFY MANHOLE PER . 6. EASEMENT ACCESS IS LIMITED TO HAND HELD EQUIPMENT AND FOOT TRAFFIC, REFER TO APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. D26 D28 D31 D32HILLMAN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D13 D35 74 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS SS
UE
UE
UE
UE
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UE
UE
UE
UE

UE T T T T T G G G G G
G
G
SD
SD
2807
2804
2811
2765 2761 2764 2760 (E) SDCB 5057 RIM: 545.74 INV: 542.57 NOTE 1 HALLMARK DR (E) SDMH 1498 RIM: 547.48 INV: 542.31 NOTE 1 T T T T T REMOVE (E) 57 LF OF 12" RCP & REPLACE W/ (N) 12" RCP, NOTE 2 (E) 3" UNDERGROUND ELECTRICAL (E) 6" STL GAS
G
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G G G G G G G
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COMSTOCK CIRCLE
(E) 2" STL GAS
(E) FO
(E) 3" UNDERGROUND ELECTRICAL
(E) CATV 540 545 550 555 540 545 550 555 9+50 10+00 11+00 11+50 (E) GRADE REMOVE (E) 57 LF OF (E) 12" RCP & REPLACE W/ (N) 12" RCP @ 0.45%±, NOTE 2 (E) FO DEPTH UNKNOWN (E) CATV DEPTH UNKNOWN (E) 6" STL GAS DEPTH UNKNOWN (E) SDMH 1498
STA:10+00
RIM:547.48
INV IN:542.31
NOTE 1
(E) SDCB 5057
STA:10+57
RIM:545.74
INV OUT:542.57
NOTE 1
(E) 3" ELECTRICAL DEPTH UNKNOWN
(E) 3" ELECTRICAL DEPTH UNKNOWN DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L COMSTOCK 14 C11 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. CONNECT (N) PIPE TO (E) CATCH BASIN AND FILL VOIDS AROUND CONNECTION W/ NON-SHRINK GROUT. 2. BACKFILL W/ CDF PER . COMSTOCK - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D15 75 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 410 400
390
380
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G

G G G G G
G
G
G
G
G
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G
G
G
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G
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G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1409
1415
1405
1401
1400
1408
1412
1308
1311
(E) SSMH 452032 STA: 9+91 RIM: 332.45 INV: 327.03 (W)
INV: 326.53 (THRU) NOTE 6 ARDEN LN
(E) SSLH 452033LH
(N) SSMH 452035 STA 8+46 ACCESS FROM 1311 TALBRYN NOTE 1 (E) 6" VCP SS (E) 6" VCP SS
(E) 6" VCP SS
(E) GAS MAIN, TYP.
(E) WATER MAIN, TYP. NOTE 2 & 5 (E) SSCO (E) SSCO 452034 STA 9+28± NOTE 3 SS SS SS SS SS SS SS SS TALBRYN DR (E) MONUMENT, NOTE 4 (E) 6" VCP SS 3/4" I.R. W/ TACK 20' FROM MONUMENT (E) MONUMENT, LS 5454 STATION 325 330 335 340 345 350 355 360 365 370 375 380 385 325 330 335 340 345 350 355 360 365 370 375 380 385 8+00 9+00 10+00 10+50 (N) SSMH 452035
STA:8+46
RIM:374.52
INV OUT:371.00
NOTE 1
(E) SSMH 452032
STA:9+91
RIM:330.55
INV IN:327.03
INV: 326.53 (THRU)
NOTE 6
(E) GRADE
ABANDON (E) 6" SS (E) SHED
HDD INSTALL 145 LF OF (N) 8-INCH
SANITARY SEWER, NOTE 5 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 452035 452032 8+46 - RECONNECT LATERAL IN LAMPHOLE 452035 452032 8+90 - - VERTICAL BEND DOWN 452035 452032 9+08 - - VERTICAL BEND DOWN 452035 452032 9+20 LEFT RECONNECT 452035 452032 9+26 - ABANDON LAMPHOLE 452035 452032 9+28 - ABANDON LAMPHOLE 452035 452032 9+59 - - HOLE 452035 452032 9+91 - - AMH DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L ARDEN 15 C12 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. REMOVE (E) LAMPHOLE AND INSTALL (N) MANHOLE PER & OR & . CONTRACTOR'S OPTION TO USE PRECAST CONCRETE OR FRP MANHOLE. CONTRACTOR SHALL ASSUME (N) MANHOLE SHALL BE INSTALLED W/ A RIM TO INVERT DEPTH OF 44-INCHES. 2. HDD INSTALL 145 LF OF (N) 8-INCH SANITARY SEWER AND ABANDON (E) 6-INCH SANITARY SEWER BY REMOVING AND/OR FILLING W/ CDF. 3. EXISTING LAMPHOLE IN SHED. 4. PROTECT (E) MONUMENT IN PLACE. 5. EXISTING 5-FOOT WIDE SEWER EASEMENT. CONTRACTOR MAY DEVIATE FROM EXISTING ALIAGNMENT PROVIDED THAT THE SEWER STAYS WITHININ THE EXISTING EASEMENT. SEE SITE INFORMATION REPORT FOR ADDITIONAL INFORMATION ON THE EXISTING EASEMENT. 6. MODIFY MANHOLE PER . 7. EASEMENT ACCESS IS LIMITED TO HAND HELD EQUIPMENT AND FOOT TRAFFIC, REFER TO APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION D26 D28 D31 D32 ARDEN - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D13 76 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G
G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1654 1648 1649 1633 1615 1612 1618 1622 1626 1630 1642 1636 KING ST (E) 6" CIPP LINED VCP SS ABANDON 211 LF OF (E) 6" CIPP LINED VCP NOTE 3 6TH AVE (E) SSMH 452737 STA 2+11 RIM: 119.25 INV: 114.67 NOTE 3 (E) 6" CIPP LINED VCP SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS (N) SSMH 452736A STA:0+04 11.4'R RIM:120.00 INV OUT:115.11 (N) SSMH 452737A STA:2+11 11.5'R RIM:119.25 INV IN:113.45 INV OUT:113.35 (N) SSMH 452519A STA:3+66 11.7'R RIM:109.00 INV IN:104.17 INV OUT:104.07 (E) SSMH 452519 STA:4+06 RIM:107.47 INV IN:101.57 NOTE 4 ABANDON 195 LF OF (E) 6" CIPP LINED VCP NOTE 3 OPEN TRENCH 207 LF OF (N) 8" PVC @ 0.80% OPEN TRENCH 155 LF OF (N) 8" PVC @ 5.93%± OPEN TRENCH 42 LF OF (N) 8" PVC @ 6.00%±, NOTE 5 (E) SSMH 452736 STA 0+00 RIM: 120.0± INV: 115.42± NOTE 3 (E) UTILITY POLE 100 105 110 115 120 125 130 100 105 110 115 120 125 130 -0+25 0+00 1+00 2+00 3+00 4+00 4+25 OPEN TRENCH 207 LF OF (N) 8" PVC @ 0.80% OPEN TRENCH 155 LF OF (N) 8" PVC @ 5.93%± OPEN TRENCH 42 LF OF (N) 8" PVC @ 6.00%±, NOTE 5 (N) SSMH 452737A
STA:2+11 11.5'R
RIM:119.25
INV IN:113.45
INV OUT:113.35
(N) SSMH 452736A
STA:0+04 11.4'R
RIM:120.00
INV OUT:115.11
(E) SSMH 452519
STA:4+06
RIM:107.47
INV IN:101.57
NOTE 4
(N) SSMH 452519A
STA:3+66 11.7'R
RIM:109.00
INV IN:104.17
INV OUT:104.07
(E) GRADE
(E) 6" PL WATER MAIN, DEPTH UNKNOWN

INSTALL (N) TRENCH CUTOFF
WALL AT STA 0+75±, NOTE 6 INSTALL (N) TRENCH CUTOFF WALL AT STA 1+50±, NOTE 6

INSTALL (N) TRENCH CUTOFF
WALL AT STA 2+50±, NOTE 6

INSTALL (N) TRENCH CUTOFF
WALL AT STA 3+25±, NOTE 6 G G G G G G G G G G G G G G G G /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ /G/ G G G G G G G G G G G G G /G/ SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS
SD SD SD SD 1441 1433 1425 1417 1409
1075
1050
(E) 6" HDPE
(E) SSMH 452604 RIM: 69.72 INV: 63.89 (SE)
INV: 61.39 (THRU)
(E) SSMH 452602 RIM: 90.0± INV: 86.0± SPOT REPAIR AT SEPARATED JOINT 9.5 FT± UPSTREAM FROM SSMH 452604 IN AC, NOTE 1 SUNNYSLOPE AVE BROADWAY LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 452736 452737 0+06 LEFT EXTEND ACTIVE, FILLED W/ ROOTS 452736 452737 0+63 LEFT EXTEND ROOTS AROUND CONNECTION 452736 452737 0+65 RIGHT RECONNECT 452736 452737 1+18 LEFT EXTEND 452736 452737 1+84 RIGHT RECONNECT 452736 452737 1+87 LEFT EXTEND 12 O'CLOCK, ACTIVE 452736 452737 1+98 LEFT EXTEND ROOT BALL IN LATERAL 452736 452737 1+98 - - SURVEY ABANDON DUE TO ROOTS 452737 45219 2+52 LEFT EXTEND 452737 45219 3+34 LEFT EXTEND 452737 45219 4+78 LEFT EXTEND 452737 45219 6+70 LEFT EXTEND DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L BROADWAY & KING 16 C13 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 D33 KING - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. REPAIR SEPARATED JOINT PER . 2. CONTRACTOR SHALL USA SITE AND POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A POTHOLING REPORT TO THE CITY FOR REVIEW. CONTRACTOR SHALL REVIEW THE SITE W/ THE CITY TO MARK THE PROPOSED LOCATION OF THE NEW MANHOLES AND SEWER ALIGNMENT. 3. ABANDON (E) MANHOLE AND SEWER PIPE PER . 4. MODIFY MANHOLE PER . 5. BACKFILL W/ CDF WITHIN 5' OF (E) WATER MAIN PER . 6. INSTALL TRENCH CUTOFF WALL PER . D38 D13 D15 D12 77 380
390
G
G

G G G G G G G G G G G GG G G G G G G G G G G G G G G G G G G G G G G G G G G G
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SS
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SS SS SS

SS SS SS SS SS SS SS SS SS
SS
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SS SS SS SS SS SS

SS SS SS
SS
SS
SS
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SS
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SS
SS
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SS SS SS
SS
SS
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SD
102 2104 2102 2106 2105 2103 2101 2100 104 106
ALAMEDA DE LAS PULGAS ABANDON 102 LF OF (E) 6" VCP, NOTE 4 OPEN TRENCH REPLACE 11 LF OF (E) 6" VCP & PVC W/ (N) 8" PVC FROM SSMH 432508A TO SSMH 432507 (E) SSMH 432522 FOREST AVE (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS
(E) 6" VCP SS
(E) 8" HDPE SS
(E) 6" VCP SS (E) 6" VCP SS
(E) SSMH 432523
(E) 6" VCP SS (E) 6" VCP SS
(E) 8" HDPE SS
(E) 6" HDPE SS SHIRLEY RD
(E) OVERHEAD ELECTRIC, TYP.
(E) GAS MAIN, TYP.
(E) WATER MAIN, TYP. (E) SSMH 432507 RIM: 395.25 INV: 391.17 NOTE 3 (E) SSMH 432508A RIM: 395.5± INV: 392.7± NOTE 2 & 3 (E) SSMH 432503 STA: 11+20 RIM: 375± INV: 366.75± NOTE 1 (E) SSMH 432505 STA 10+00 RIM: 383.66 INV: 378.66 NOTE 3 RESTORE (E) CONCRETE SIDEWALK AND ROLLED CURB SURFACES AS NECESSARY FOR CONSTRUCTION LOCATION OF FUTURE BIO RETENTION (N) SSMH 432505A STA:10+18 RIM:383.30± INV IN:377.16 INV OUT:377.06(N) SSMH 432503A STA:12+63 RIM:370.00± INV IN:364.22± INV OUT: 364.12± NOTE 8 OPEN TRENCH REPLACE 18 LF OF (E) 6" VCP W/ (N) 8" PVC @ 8.55%± SS SS SS SS SS SS SS SS OPEN TRENCH 158 LF± OF (N) 8" HDPE @ 8.13%± ALIGN (N) PIPE TO STREET NEAR START OF DRIVEWAY AND CURVE PIPE W/ A 40-FEET MIN. RADIUS TO ALIGN W/ (N) DOWNSTRAM SSMH 2.3'± STATION 360 365 370 375 380 385 390 395 360 365 370 375 380 385 390 395 9+75 10+00 11+00 12+00 12+75 OPEN TRENCH REPLACE 18 LF OF (E) 6" VCP W/ (N) 8" PVC @ 8.55%± (E) GRADE OPEN TRENCH 158 LF± OF (N) 8" HDPE @ 8.13%± (E) 6" CIP WATER MAIN, DEPTH UNKNOWN, NOTE 6 (E) GAS MAIN, DEPTH UNKNOWN (N) SSMH 432505A
STA:10+18
RIM:383.30±
INV IN:377.16
INV OUT:377.06
(N) SSMH 432503A
STA:12+63
RIM:370.00±
INV IN:364.22±
INV OUT:364.12±
NOTE 8
(E) 6" CIP WATER MAIN, DEPTH UNKNOWN, NOTE 6 NOTE 7
(E) SSMH 432505
STA:10+00
RIM:383.66
INV OUT:378.66
NOTE 3

INSTALL (N) TRENCH CUTOFF
WALL AT STA 11+00±, NOTE 10

INSTALL (N) TRENCH CUTOFF
WALL AT STA 12+00±, NOTE 10 STATION C11B PROFILE 390 395 400 390 395 400 -0+50 0+00 1+00 1+50 (E) SSMH 432507
STA:0+11
RIM:395.25
INV IN:391.17
NOTE 3
OPEN TRENCH 11 LF OF (E) 6" VCP
W/ (N) 8" PVC @ 1.69%±
(E) SSMH 432508A
STA:0+00
RIM:395.50
INV OUT:391.36
(E) GRADE
NOTE 2 & 3 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L FOREST AVENUE 17 C14 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. REHABILITATE MANHOLE BY COATING INTERIOR. 2. GROUT MANHOLE GRADE RINGS. 3. MODIFY EXISTING MANHOLE PER . 4. ABANDON PIPE BY PLUGGING ENDS W/ 6" MIN OF CONCRETE AND FILLING W/ CDF. 5. CONTRACTOR SHALL USA SITE AND MEET W/ CITY TO CONFIRM NEW ALIGNMENT PRIOR TO START OF WORK. 6. WRAP EXPOSE WATER MAIN W/ V-BIO POLYETHYLENE AND BACKFILL W/ CDF. 7. STA 10+00 TO 10+35± BACKFILL W/ CDF PER . 8. CONTRACTOR SHALL POTHOLE (E) SEWER MAIN TO ESTABLISH MANHOLE INVERT ELEVATION. 9. CONTRACTOR SHALL NOTIFY SAMTRANS, SUBMIT A TRAFFIC CONTROL PLAN, AND OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF SAN MATEO PRIOR TO STARTING WORK. 10. INSTALL TRENCH CUTOFF WALL PER . D13 FOREST - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' FOREST - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D15 D12 78 470
460

G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS 2203
2201
2116
2112 2113 2111 2134 2129 2120 2122 2124 2203 FOREST AVE SS SS SS SS SS SS SS SS SS PIPE BURST 171 LF OF (E) 6" VCP W/ (N) 6" HDPE FROM SSMH 432513 TO SSMH 432512 SS SS SS SS PIPE BURST 81 LF OF (E) 6" VCP W/ (N) 6" HDPE FROM SSLH 432514LH TO SSMH 432513 SHIRLEY RD CIPRIANI BLVD (E) 6" VCP SS (E) 6" VCP SS (E) 6" CIPP LINED VCP SS (E) 6" CIPP LINED VCP SS (E) WATER MAIN, TYP. (E) GAS MAIN, TYP. (E) OVERHEAD ELECTRIC, TYP. (E) UNDERGROUND ELECTRIC, TYP. (N) SSMH 432514 STA 9+19 RIM: 469± NOTE 1 (E) SSMH 432513 STA 10+00 RIM: 458.42 INV: 450.17 NOTE 2 (E) SSMH 432512 STA 11+71 RIM: 454.50 INV: 449.42 ((N) INV: 448.92 (THRU) NOTE 2 8.8'± 10.5'±

6.4'±

12.5'± C12 PROFILE 445 450 455 460 465 470 445 450 455 460 465 470 9+00 10+00 11+00 12+00 PIPE BURST 81 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 18.93%± (E) SSMH 432513
STA:10+00
RIM:458.42
INV IN:450.17
INV OUT:450.17
NOTE 2
(N) SSMH 432514
STA:9+19
RIM:469.00±
INV OUT:465.50±
NOTE 1
PIPE BURST 171 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 0.44%± (E) SSMH 432512
STA:11+71
RIM:454.50
INV IN:449.42
NOTE 2
(E) GRADE
(E) GRADE
(E) 6" CIP WATER, DEPTH UNKNOWN LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 432514 432513 9+19 RIGHT RECONNECT RECONNECT TO NEW MANHOLE 432513 432512 10+45 RIGHT RECONNECT ACTIVE 432513 432512 10+55 LEFT RECONNECT ACTIVE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L FOREST AVENUE 18 C15 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. REMOVE EXISTING LAMPHOLE AND INSTALL NEW MANHOLE PER DETAIL & . 2. MODIFY MANHOLE PER . D26 D28 D13 FOREST - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' 79 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 500
470
490
450
G
G
G
G
G
G
G
G
G
G
G
G
G

G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G

G G G GG G G G
G
G
G
G
G

G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SD 3336 3338
3334
3342
3340 none none none none
3410
none
none none none
none
3418 3420 3422 3424 3417 3415 3413 3411 3409 3407 3405 3416 3414 3426 3331
3329
3400
3402
3346
3344
3412
(E) SSMH 430413 STA 10+00 RIM: 477.25 INV: 469.83 (SE)
INV: 469.58 (THRU) BERESFORD AVE (E) SSMH 430414 STA 10+81 RIM: 471± INV: 462.1± CIPP LINE 81 LF OF (E) 6" VCP FROM SSMH 430413 TO SSMH 430414 (E) SSMH 430901 STA 13+23 RIM: 437.45 INV: 429.95 SS SS SS SS CIPP LINE 242 LF OF (E) 6" VCP FROM SSMH 430414 TO SSMH 430901 (E) SSMH 430910 RIM: 509.82 INV: 500.90 SPOT REPAIR 339 FT DOWNSTREAM FROM SSMH 430910, NOTE 1 (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) 6" VCP SS (E) WATER MAIN, TYP. SS SS SS SS SS SS SS SS SS SS SS SS LOWER LOCK AVE

5.5'± LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 430413 430414 10+24 LEFT REINSTATE ROOTS IN LATERAL 430413 430414 10+74 LEFT REINSTATE ROOTS IN LATERAL 430414 430901 11+40 RIGHT REINSTATE 430414 430901 11+67 LEFT REINSTATE 430414 430901 12+14 LEFT REINSTATE 430414 430901 12+24 RIGHT REINSTATE 430414 430901 12+63 LEFT REINSTATE 430414 430901 13+13 LEFT REINSTATE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L LOWER LOCK AVENUE 19 C16 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 NOTES: 1. SPOT REPAIR PIPE PER . D14 80 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

G G G G
G
G
G
G
G

G SS SS SS SS SS SS
SS
SS
SS SD
2814
none
2820
(E) SSMH 431642 STA 10+00 RIM: 451.2± INV: 442.12± (N)
INV: 437.95± (THRU)
(E) SSMH 433016 STA 10+56 RIM: 450.7± INV: 436.95± NOTE 1 (E) 6" VCP SS (E) 6" VCP SS
(E) WATER MAIN, TYP.
(E) OVERHEAD ELECTRIC, TYP.

SS
SS
SS
CIPP LINE 56 LF OF (E) 6" VCP FROM SSMH 431642 TO SSMH 433016 SS SS SS 7.8'± © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS
SS

SS SS SS SS SS SS
SD
5 2806
4842
2814
2814
none
none 2813
2811 2809
2807 MONTE CRESTA DR
(E) SSMH 433016 STA 10+56 RIM: 450.7± INV: 436.95± NOTE 1 (E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) SSLH 433021LH
(E) SSMH 433022
(E) WATER MAIN, TYP.
(E) OVERHEAD ELECTRIC, TYP.

SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS PIPE BURST 329 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 433016 TO SSMH 431640 (E) GAS MAIN, TYP.

7.8'±

10.6'±
(E) SSMH 431640 STA 13+85 RIM: 443.70± INV: 432.45± NOTE 1 STATION C14 & C15 PROFILE 425 430 435 440 445 450 455 425 430 435 440 445 450 455 10+00 11+00 12+00 13+00 14+00 14+25 PIPE BURST 329 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 1.37%± (E) SSMH 431640
STA:13+85
RIM:443.70
INV IN:432.45
INV OUT:432.45
NOTE 1
(E) SSMH 433016
STA:10+56
RIM:450.70
INV OUT:436.95
NOTE 1
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 433016 431640 10+90 LEFT RECONNECT AT 12 0'CLOCK 433016 431640 11+58 LEFT RECONNECT 433016 431640 12+06 LEFT RECONNECT 433016 431640 12+12 RIGHT RECONNECT 433016 431640 12+40 LEFT RECONNECT PVC 433016 431640 12+48 LEFT RECONNECT 433016 431640 12+89 LEFT RECONNECT FILLED W/ ROOTS 433016 431640 13+09 - RECONNECT 12 O'CLOCK FILLED W/ ROOTS 433016 431640 13+18 RIGHT RECONNECT 433016 431640 13+59 RIGHT RECONNECTDATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 20 C17 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN MATCH LINE - A-A MATCH LINE - A-A MATCH LINE - SEE SHEET C18 NOTES: 1. MODIFY MANHOLE PER . D13 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C18
81 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 420
410
400 390
G
G
G
G
G
G
G
G
G
G
G
G

G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G

G G G G G G G G G G G G G G G G G G G G G G G
G
G
SS
SS
SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SD
SD 2 5 2809
2807
2805 2803 2716
2703
2701
2709
2700
2702
2704 2705
(E) SSMH 431638 STA 17+54 RIM: 407.52 INV: 396.85 (E) SSMH 431639 STA 15+89 RIM: 424.32 INV: 417.90 (IN) INV: 417.74 (OUT) NOTE 1 SS SS SS SS SS SS SS SS PIPE BURST 165 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM FROM SSMH 431639 TO SSMH 431638 MONTE C SS SS (E) 6" VCP SS (E) 6" VCP SS
(E) 6" VCP SS
(E) 6" HDPE SS
(E) 6" CIPP LINED VCP SS

BARCLAY WAY
(E) WATER MAIN, TYP.
(E) GAS MAIN, TYP.

SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS (E) SDCB 4373 FC: 423.1 INV: 419.1 OPEN TRENCH REPLACE 54 LF OF (E) 12" CMP W/ (N) 12" HDPE (E) SDCB 4280 FC: 424± INV: 420.5± (E) SDMH 1761 RIM: 424± INV: 418.5± 27" TO TOP OF NUT (E) SDCB 4376 FC: 422.34 INV: 417.26 MONTE CRESTA DR PIPE BURST 204 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 431640 TO SSMH 431639 (E) SDMH, TYP. (N) SSMH 433115 STA 8+18 RIM: 415± NOTE 2 10.6'± 10'±
(E) SSMH 431640 STA 13+85 RIM: 443.70± INV: 432.45± NOTE 1

10.6'±

10.8'± 6.1'± 8.4'± 395 400 405 410 415 420 425 430 435 440 395 400 405 410 415 420 425 430 435 440 14+25 15+00 16+00 17+00 18+00 PIPE BURST 205 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 7.11%± (E) SSMH 431639
STA:15+89
RIM:424.32
INV IN:417.90
INV OUT:417.74
NOTE 1
PIPE BURST 165 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 12.67%± (E) SSMH 431638
STA:17+54
RIM:407.52
INV IN:396.85
NOTE 1
(E) GRADE LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 431640 431639 14+26 RIGHT RECONNECT ROOTS 431640 431639 14+35 LEFT RECONNECT 431640 431639 14+76 RIGHT RECONNECT 431640 431639 14+89 LEFT RECONNECT 431640 431639 15+02 LEFT RECONNECT 431639 431638 16+90 RIGHT ABANDON CAPPED 431639 431638 16+91 RIGHT RECONNECT 431639 431638 17+28 LEFT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 21 C18 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 MATCH LINE - SEE C17 NOTES: 1. MODIFY MANHOLE PER 2. REPLACE MANHOLE CONNECTION PER DETAIL . D25 MATCH LINE - SEE SHEET C18 D13 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C17
82 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 410 G G G G G G GG G G G G G G
G
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD 2712 none 2716 2709SS SS SS SS SS SS SS SS SS PIPE BURST 182 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 433114 TO SSLH 433115LH (E) 6" VCP SS (E) 6" VCP SS (E) SDMH RIM: 394± INV: 388.7± (E) 24"Ø SD (E) WATER MAIN, TYP. SS SS SS SS SS (E) SDMH, TYP. (N) SSMH 433115 STA 8+18 RIM: 415± NOTE 2 (E) SSMH 433114 STA 10+00 RIM: 394± INV: 385.83± NOTE 1

8.4'±

10.8'±

10.8'± MONTE CRESTA DR C16 & C17 & C18 PROFILE 380 385 390 395 400 405 410 415 380 385 390 395 400 405 410 415 8+00 9+00 10+00 11+00 (E) SSMH 433114
STA:10+00
RIM:394.00
INV IN:385.83
INV OUT:385.83
NOTE 1
(N) SSMH 433115
STA:8+18
RIM:415.00
INV OUT:411.65
NOTE 2
PIPE BURST 182 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 14.19%±OPEN TRENCH REPLACE 68 LF AND PIPE BURST 100 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 1.08%± (E) GRADE
(E) 15" CMP, NOTE 3 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 433115 433114 8+20 RIGHT RECONNECT ROOTS 433115 433114 8+26 LEFT RECONNECT 433115 433114 8+67 RIGHT RECONNECT FILLED W/ ROOTS 433115 433114 8+76 LEFT RECONNECT 433115 433114 9+76 LEFT RECONNECT 433114 433113 10+04 LEFT RECONNECT 433114 433113 10+16 LEFT RECONNECT 433114 433113 10+50 LEFT RECONNECT PVC LATERAL 433114 433113 10+65 LEFT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 22 C19 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN MATCH LINE - SEE SHEET C20 NOTES: 1. MODIFY MANHOLE PER 2. REMOVE EXISTING LAMPHOLE AND INSTALL NEW MANHOLE PER DETAIL & . 3. EXPOSE (E) STORM DRAIN DURING PIPE BURSTING AND INSTALL (N) CONCRETE SADDLE BETWEEN STORM AND SEWER PIPE PER . D26 MATCH LINE - SEE SHEET C18 D28 D13 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C20 D35
83 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 390 380
370
360
350
330
410

G G G G G G G G G G
G
G
G
G

G G G G G
G G G

G G G G G G G G G G G G
G
G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD none 2800
2702
2700
2636
527
2633
2632 SS SS SS SS SS SS SS SS SS SS SS (E) 6" VCP SS (E) 6" VCP SS (E) SDMH RIM: 394± INV: 388.7± (E) WATER MAIN, TYP.
(E) STORM DRAIN, TYP.

SS
SS
SS
SS
SS
SS
SS
SS
SS OPEN TRENCH REPLACE 68 LF AND PIPE BURST 100 LF OF (E) 6" VCP W/ (N) 8" HDPE, NOTE 2 SS
SS
SS
SS
(E) SDMH 1278 RIM: 363± INV: 358.25± (E) SSMH 433113 STA 11+68 RIM: 389.85 INV: 384.02 NOTE 1 (E) SDCB FC: 389.90 INV: 386.67 (E) SDCB FC: 390.1± INV: 387.77± (E) SSMH 433112 STA 13+79 RIM: 372.55 INV: 362.88 NOTE 1 (E) SSMH 433114 STA 10+00 RIM: 394± INV: 385.83± NOTE 1 OPEN TENCH REPLACE 27 LF AND PIPE BURST 211 LF OF (E) 6" VCP, NOTE 2 MONTE CRESTA DR (E) 6" VCP/PVC SS (E) WATER MAIN, TYP.

SAN ARDO WAY

10.8'±

3.3'±
8'±

5.6'±
(E) 10" SD 13" TO TOP OF NUT OPEN TRENCH, NOTE 2
OPEN TRENCH, NOTE 2 MONTE CRESTA DR 355 360 365 370 375 380 385 390 395 400 355 360 365 370 375 380 385 390 395 400 11+00 12+00 13+00 14+00 14+65 PIPE BURST 140 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 6.04%± (E) SSMH 433112
STA:13+79
RIM:372.55
INV IN:362.88
INV OUT:362.88
NOTE 1 OPEN TRENCH REPLACE 68 LF AND PIPE BURST 100 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 1.08%±, NOTE 2 (E) SSMH 433113
STA:11+68
RIM:389.85
INV IN:384.02
INV OUT:384.02
NOTE 1 OPEN TRENCH REPLACE 27 LF AND PIPE BURST 211 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 10.03%±, NOTE 2 NOTE 2 (E) GRADE (E) 10" CMP INV= 387.54± (E) 6" CIP WATER, INV=387.0±, NOTE 3 (E) 6" CIP WATER, INV=387.2±, NOTE 3 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 433114 433113 11+20 LEFT RECONNECT 433114 433113 11+39 LEFT RECONNECT PVC LATERAL 433113 433112 12+02 LEFT RECONNECT 433113 433112 12+07 LEFT RECONNECT 433113 433112 12+29 LEFT RECONNECT 433113 433112 12+45 LEFT RECONNECT FILLED W/ ROOTS 433113 433112 12+93 LEFT RECONNECT 433113 433112 13+33 LEFT RECONNECT 433113 433112 13+44 LEFT RECONNECT FILLED W/ ROOTS 433112 433111 14+53 LEFT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 23 C20 SCALE: 1" = 20' PLAN SCALE: 1 INCH = 20 FEET 20 0 20 40 MATCH LINE - SEE SHEET C19 NOTES: 1. MODIFY MANHOLE PER 2. STA 11+00± TO STA 11+95± WATER MAIN SEPARATION IS LESS THAN 5 FEET. COORDINATE W/ MPWD FOR WATER MAIN SHUT DOWN, OPEN TRENCH NEW REPLACE SEWER AND BACKFILL W/ CDF PER DETAIL . 3. WRAP EXPOSED WATER MAIN WITH V-BIO POLYETHYLENE PRIOR TO BACKFILLING.

MATCH LINE - SEE SHEET C21 D13 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C21
MATCH LINE - SEE SHEET C19 D15
84 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbu 390
380
370
310
320
360 350
340
330
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2616
2618
2620
2629
none
2623
2621 2633
2632 2630
2626
2624
2622
SS
SS
(E) 6" VCP SS
(E) STORM DRAIN, TYP.
(E) SSMH 433110 STA 16+07 RIM: 353.71 INV: 344.13 (IN)
INV: 343.79 (OUT) NOTE 6 SS SS SS SS SS SS SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS
ABANDON 88 LF OF (E) 6" VCP, NOTE 6 ABANDON 198 LF OF (E) 6" VCP, NOTE 6 SS
(E) SDCB 4493 FC: 359.7± INV: 356.7± PIPE BURST 140 LF OF (E) 6" VCP/PVC W/ (N) 8" HDPE FROM SSMH 433112 TO SSMH 433111 (E) SDMH 1278 RIM: 363± INV: 358.25±(E) SDMH 1236 RIM: 360± INV: 354.08± OPEN TRENCH REPLACE 30 LF OF (E) 15" CMP W/ (N) 15" HDPE (E) SSMH 433112 STA 13+79 RIM: 372.55 INV: 362.88 NOTE 1 (E) SSMH 433111 STA 15+19 RIM: 360.09 INV: 354.42 NOTE 1 (E) 6" VCP/PVC SS (E) SDCB 4490 FC: 359.7± INV: 357.37± OPEN TRENCH REPLACE 27 LF OF (E) 15" CMP W/ (N) 15" HDPE (E) 6" VCP SS
(E) SSMH 433109 STA 18+07 RIM: 333.23 INV: 323.06 NOTE 1

MONTE CRESTA DR
(E) WATER MAIN, TYP.
(N) SSMH 433110A STA:16+02 7.6'R RIM:353.80 INV IN:343.73 INV OUT:343.63 OPEN TRENCH 83 LF OF (N) 8" PVC OPEN TRENCH 197 LF OF (N) 8" PVC
8'±

5.6'±

5.6'±

10.9'±

10.8'±

7.4'±

10.8'± STATION 320 325 330 335 340 345 350 355 360 365 370 320 325 330 335 340 345 350 355 360 365 370 14+65 15+00 16+00 17+00 18+00 18+25 OPEN TRENCH 83 LF OF (N) 8" PVC @ 12.89%± (N) SSMH 433110A
STA:16+02
RIM:353.80±
INV IN:343.73
INV OUT:343.63
OPEN TRENCH 197 LF OF (N) 8" PVC @ 10.42%±
(E) SSMH 433109
STA:18+07
RIM:333.23
INV IN:323.06
INV OUT:323.06
NOTE 1
(E) SSMH 433111
STA:15+19
RIM:360.09
INV IN:354.42
INV OUT:354.42
NOTE 1
(E) GRADE (N) 15" HDPE INV= 355.91±, NOTE 3
(N) 15" HDPE INV= 357.08±, NOTE 3

INSTALL (N) TRENCH CUTOFF
WALL AT STA 17+50±, NOTE 7

INSTALL (N) TRENCH CUTOFF
WALL AT STA 16+50±, NOTE 7

INSTALL (N) TRENCH CUTOFF
WALL AT STA 15+70±, NOTE 7 LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 433112 433111 15+07 LEFT RECONNECT 433112 433111 15+14 LEFT RECONNECT 433111 433110 15+59 LEFT EXTEND 350 355 360 365 370 350 355 360 365 370 49+75 50+00 50+50 (E) SDMH 1236
STA:14+72
RIM:360.00
INV IN:354.08
OPEN TRENCH REPLACE 30 LF OF (E) 15" CMP
W/ (N) 15" HDPE @ 13.72%±
(E) SDMH 1278
STA:14+70
RIM:363.00
INV OUT:358.25
(E) 6" CIP WATER,
DEPTH UNKNOWN, NOTE 4 (E) GAS MAIN, DEPTH UNKNOWN (N) 8" SS, INV = 355.37±, NOTE 3 (E) GRADE 355 360 365 370 355 360 365 370 59+75 60+00 60+50 (E) SDCB 4490
STA:60+00
RIM:359.70
INV OUT:357.37
(E) SDCB 4493
STA:60+27
RIM:359.70
INV IN:356.70
(N) 8" SS, INV = 357.31±, NOTE 3 (E) 6" CIP WATER, DEPTH UNKNOWN, NOTE 4 (E) GRADE OPEN TRENCH REPLACE 27 LF OF (E) 15" CMP W/ (N) 15" HDPE @ 2.48%±, NOTE 5 433110 433110 16+07 LEFT EXTEND 433110 433109 16+39 LEFT EXTEND 433110 433109 16+71 RIGHT RECONNECT 433110 433109 16+90 LEFT EXTEND ROOTS 433110 433109 17+26 RIGHT RECONNECT 433110 433109 17+56 LEFT EXTEND PVC 433110 433109 17+71 RIGHT RECONNECT 433110 433109 18+01 RIGHT RECONNECT DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29

REGISTERED

PROFESS IONAL

ENGI NEER
STAT E
OF
CA

L I FORN I A
CUR
AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 24 C21 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN MATCH LINE - SEE SHEET C20 MATCH LINE - SEE SHEET C22 NOTES: 1. MODIFY MANHOLE PER . 2. CONTRACTOR SHALL USA SITE AND POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL SUBMIT A POTHOLING REPORT TO THE CITY FOR REVIEW. CONTRACTOR SHALL REVIEW THE SITE W/ THE CITY TO MARK THE PROPOSED LOCATION OF THE NEW MANHOLES AND SEWER ALIGNMENT . 3. EXPOSE STORM DRAIN DURING PIPE BURSTING AND INSTALL (N) CONCRETE SADDLE BETWEEN STORM AND SEWER PIPE PER . 4. INSTALL (N) CONCRETE SADDLE BETWEEN STORM AND WATER PIPE PER . 5. BACKFILL W/ CDF PER DETAIL . 6. ABANDON (E) MANHOLE AND SEWER PIPE PER . 7. INSTALL TRENCH CUTOFF WALL PER . D1 3 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MATCH LINE - SEE SHEET C22
MATCH LINE - SEE SHEET C20 D3
5 MONTE CRESTA - SD PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' MONTE CRESTA - SD PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' D3 5 D1
5 D3
8 D1
2 85
285 290 295 300 305 310 315 320 325 330 335 285 290 295 300 305 310 315 320 325 330 335 18+25 19+00 20+00 21+00 22+00 23+00 23+50 (E) SSMH 431713
STA:20+13
RIM:314.56
INV IN:306.31
INV OUT:306.31
PIPE BURST 49 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 0.35%±
(E) SSMH 431709
STA:23+41
RIM:292.50
INV IN:287.33PIPE BURST 279 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 6.68%± (E) SSMH 431711
STA:22+92
RIM:295.17
INV IN:287.67
INV OUT:287.50
PIPE BURST 206 LF OF (E) 6" VCP W/ (N) 8" HDPE @ 8.13%± (E) GRADE
(N) 15" HDPE SD,
INV = 290.32±, NOTE 2
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (20
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 290
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G G G G G G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
2616
none
2901
none
2901
2621
2619
2617
none
2615
2613
2600
2602
2604
4662
2608 2610
2614
(E) SSMH 431713 STA 20+13 RIM: 314.56 INV: 306.31 NOTE 1 SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
(E) 6" VCP SS
(E) 6" HDPE SS
(E) 6" VCP SS
(E) 6" VCP SS
(E) 12" DIP SSFM
(E) 6" VCP SS
(E) 6" VCP SS
(E) SSMH 431712
(E) SSMH 431709 STA 23+41 RIM: 292.50 INV: 287.33 (IN-NE) INV: 286.25 (OUT)
(E) STORM DRAIN, TYP. NOTE 1 (E) WATER MAIN, TYP. (E) SDMH, TYP.

SS
SS PIPE BURST 49 LF OF (E) 6" VCP & PVC W/ (N) 8" HDPE FROM SSMH 431711 TO SSMH 431709 SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS PIPE BURST 206 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 433109 TO SSMH 431713 (E) SDCB 4469 FC: 294.5 INV: 290.8 (E) SDCB 4466 FC: 294.72 INV: 289.9 32" TO TOP OF NUT (E) SSMH 431711 STA 22+92 RIM: 295.17 INV: 287.67 (IN) INV: 287.50 (OUT) NOTE 1 (E) SSMH 433109 STA 18+07 RIM: 333.23 INV: 323.06 NOTE 1 (E) 6" VCP SS MONTE CRESTA DR PIPE BURST 279 LF OF (E) 6" VCP W/ (N) 8" HDPE FROM SSMH 431713 TO SSMH 431711 (E) WATER MAIN, TYP. REMOVE AND REPLACE 21 LF OF (E) 15" CMP W/ 15" HDPE SAN JUAN BLVD

7.4'± 10.8'±

6.6'±

10.8'± LATERAL LOCATIONS UP MH DO MH STATION SIDE METHOD NOTES 433109 431713 18+29 LEFT RECONNECT ROOTS 433109 431713 18+48 RIGHT RECONNECT 433109 431713 18+87 RIGHT RECONNECT ROOTS 433109 431713 19+00 LEFT RECONNECT 433109 431713 19+40 RIGHT RECONNECT ROOTS 433109 431713 19+53 LEFT RECONNECT 433109 431713 19+79 RIGHT RECONNECT 431713 431711 20+30 RIGHT RECONNECT ROOTS 431713 431711 20+32 LEFT RECONNECT 431713 431711 20+81 RIGHT RECONNECT FILLED W/ ROOTS 431713 431711 21+08 LEFT RECONNECT ROOTS 431713 431711 21+13 RIGHT RECONNECT FILLED W/ ROOTS 431713 431711 21+54 LEFT RECONNECT PVC 431713 431711 21+58 LEFT RECONNECT 431713 431711 22+08 LEFT RECONNECT 285 290 295 300 285 290 295 300 69+75 70+00 70+50 (N) 8" SS INV = 289.57±, NOTE 2 (E) SDCB 4446
STA:70+21
RIM:294.72
INV IN:289.90
(E) SDCB 4469
STA:70+00
RIM:294.50
INV OUT:290.80
(E) 6" CIP WATER,
DEPTH UNKNOWN, NOTE 2 OPEN TRENCH REPLACE 21 LF OF (E) 15" CMP W/ (N) 15" HDPE @ 4.21%± (E) GRADE DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L MONTE CRESTA DRIVE 25 C22 SCALE: 1" = 20' PLAN NOTES: 1. MODIFY MANHOLE PER . 2. INSTALL (N) CONCRETE SADDLE BETWEEN UTILITIES PER D13 MONTE CRESTA - PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' SCALE: 1 INCH = 20 FEET 20 0 20 40 MATCH LINE - SEE SHEET C21 MATCH LINE - SEE SHEET C21 D35 MONTE CRESTA - SD PROFILE HOR. SCALE: 1" = 20' VER. SCALE: 1" = 4' 86 © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS 290 280 270 260 250
330
320
310

G G G G G G G G G G G G G G G G G G G G G G G G G

G G G G G G G G G G G G G G G G G G G G G G G G
SS SS

SS SS SS SS SS SS SS SS SS SS SS

SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
3305
3311 3313 none none none none
3312
3314 3316
3400
3318 3215 (E) SDCB 4265 FC: 299.92 INV: 296.34 HASKINS DR (E) SDMH 1091 RIM: 285± INV: 278.25± (IN-W) INV: 277± (OUT) (E) 12"Ø SDCO 1094 LONGFELLOW DR (E) 12" CMP SD (E) SD PIPE (E) 24" CIPP LINED (E) 12" CMP SD
HASKINS DR UTILITY POLE OPEN TRENCH REPLACE 20 LF OF (E) 8" & 12" CMP OVER (E) SS W/ (N) 12" HDPE TO DOWNSTREAM SDMH 1091 & CIPP LINE 222 LF OF (E) 12" CMP & (N) 12" HDPE, NOTE 2 & 3 (E) SDCB TC: 231.07 INV: 228.74 (IN-NW) INV: 221.07 (IN-SE) INV: 219.65 (OUT) (E) STREET GRATE DRAIN (E) 30" RCP (E) SSMH RIM: 284.42± INV: 277.33± (OUT)
(E) SD GOES FROM 12" TO 8" NEAR (E) SDMH 1091 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L 3318 HASKINS DRIVE 26 C23 SCALE: 1 INCH = 20 FEET 20 0 20 40 SCALE: 1" = 20' PLAN NOTES: 1. CONTRACTOR MAY ACCESS THE SITE FROM 3316 OR 3318 HASKINS DRIVE THROUGH GATED FENCES WITH HAND HELD EQUIPMENT AND FOOT TRAFFIC ONLY. CONTRACTOR MAY ALSO ACCESS SITE FROM THE (E) STREET GRATE LOCATION ALONG THE STEEP HILLSIDE. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL ASSUME THE REMOVAL OF APPROXIMATELY 5 CF OF SEDIMENT NEEDS TO BE REMOVED PRIOR TO LINING AND AVERAGE COVER OF (N) PIPE WILL BE 6-FEET. 3. CONNECT (N) PIPE TO (E) PIPE PER DETAIL . CONNECT (N) PIPE TO (E) SDMH AND FILL VOIDS AROUND CONNECTION W/ NON-SHRINK GROUT.D34 87 (E) AC & BASE SAWCUT (TYP) AT PAVED LOCATIONS OD
6" MIN, 12" MAX NOTE 2 BEDDING MATERIAL 90% COMPACTED 12" MIN. AT PAVED LOCATIONS 6" MIN BOTTOM OF TRENCH NOTE 1 NOTES: 1. IF SOFT SOILS ARE ENCOUNTERED EXCAVATE 12" BELOW PIPE AND INSTALL GEOTEXTILE FABRIC PER SPECIFICATION SECTION 02200. 2. STREET AREAS: CL 2 AB 95% COMPACTED. UNIMPROVED AREAS: CL 2 AB OR APPROVED NATIVE MATERIAL 90% COMPACTED. 3. IN PAVED AREAS: 4" AC OR MATCH EXISTING PAVEMENT THICKNESS WHICHEVER IS GREATER. UNIMPROVED AREAS: 12" NATIVE MATERIAL. 4. DETECTABLE WARNING TAPE 14" ABOVE PIPE. 5. INSTALL TRENCH CUTOFF WALL EVERY 100' PER AT ALL OPEN TRENCH LOCATIONS, UNLESS INDICATED OTHERWISE. NOTE 3 4" MIN NOTE 4 D12 O.D. TRENCH BACKFILL PER . 24" MIN THICK CUTOFF WALL TYP. TRENCH BEDDING ZONE
TRENCH
BACKFILL 12" MIN BEYOND TRENCH LIMITS, TYP 3 SIDES
12" MIN TYP. TRENCH WIDTH D11 CUTOFF WALL NOTES: 1. PLACE CUTOFF WALL EVERY 50' AT OPEN TRENCH LOCATIONS. 2. CUTOFF WALL TO EXTEND 12" PAST TRENCH LIMITS AND BE AT LEAST 24" THICK. 3. CUTOFF WALL SHALL BE A BLENDED MIXTURE OF 1-PART FREE DRAINING SAND AND 1-PART DRY MIX CEMENT MIXED WITH WATER. WATER TO CEMENT RATIO SHALL BE LESS THAN 0.3, RESULTING IN A "DRY" MIX THAT IS HAND COMPACTED AROUND THE PIPE. (E) PIPE (N) PIPE NOTE 1 MANHOLE I.D. NOTES: 1. REMOVE PORTION OF (E) MH WALL TO ALLOW INSERTION OF (N) PIPE. INSTALL WATERSTOP AROUND NEW CONNECTION. FILL VOIDS W/ NON-SHRINK GROUT. 2. REMOVE PORTION OF (E) TROUGH & BENCH TO ALLOW FOR (N) PIPE. BUILD UP BENCH & REFORM TROUGH FOR (N) PIPE W/ GROUT. SLOPE BENCH AT 1/2" PER FOOT TOWARDS CHANNEL. NOTE 2 O.D. 2' MIN.(N) PVC (E) VCP

CUT AND REMOVE (E) DAMAGED PIPE SECTION (E) DAMAGED PIPE (N) COUPLING (TYP) NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . 2. LOCATIONS WHERE SEWER MAIN SPOT REPAIR IS WITHIN 2 FT OF AN ACTIVE LATERAL, REPLACE LATERAL CONNECTION PER DETAIL . 3. SPOT REPAIRS INCLUDE ALL REPAIR UP TO 5-FEET IN LENGTH. LONGER REPAIRS ARE CLASSIFIED AS OPEN TRENCH REPAIRS. D11 D24 SIDEWALK

SIDEWALK

DRIVEWAY

2.00% MAX

DRIVEWAY WIDTH
DEPRESSED CURB AT DRIVEWAY 24"
24" SIDEWALK WIDTH VARIES C C 4' 2.0% MAX. 6" (TYP.) CURB & GUTTER AT DRIVEWAY DRIVEWAY APRON SIDEWALK EXISTING DRIVEWAY 4'-0" MIN. VARIES SECTION C-C 18% MAX. 12" 6" 6" SEE NOTE 3 712" 2' 7" 12" SAW-CUT 6" DEEP ASPHALT FOR TWO 3" LIFTS 1/4" 112" EXISTING STREET LIP OF GUTTER . A A ASPHALT REPAIR AT GUTTER (TYP) NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 3. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4"DEEP CONTRACTION JOINTS AT 10'. 4. ALL CONCRETE SHALL BE 6 SACK 3/4"WITH ONE POUND OF LAMP BLACK PER CUBIC YARD. FINISH TO BE UNIFORM FINE BROOMED TEXTURE. 5. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 6. 12" #4 REBAR DOWLS, 6" MINIMUM DEPTH INTO EXISTING SIDEWALK, CURB & GUTTER. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. SECTION A-A A A TYPE E CURB TRANSITION TYPE A CURB TRANSITIONSEE NOTE 6 (TYP.) CONSTRUCTION JOINT WITH #4 DOWELS SEE NOTE 2 (TYP) CONTRACTION JOINT (TYP) PATTERN TO MATCH ADJACENT SEE NOTE 4 DEEP JOINT EVERY 20' SEE NOTE 4 SAWCUT AA HOT MIX ASPHALT SEE NOTE 6 CURB GUTTER NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING OR NEW SIDEWALK. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. 3. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 4. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINTS AT 10' SIDEWALK SHALL BE SCORED TO MATCH CONTIGUOUS EXISTING SIDEWALK. 5. ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND OF LAMP BLACK PER CUBIC YARD. 6. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 7. 4" THICK SIDEWALK FOR VERTICAL CURB, 6" THICK SIDEWALK FOR ROLLED CURB. SECTION A-A CLASS 2 AB SEE NOTE 3 SEE NOTE 7 2" SLOPE 1/4" PER FOOT #4 DOWEL SEE NOTE 2 SEE TYPE A & E GUTTER DETAIL SIDEWALK TO BE POURED MONOLITHIC WITH CURB & GUTTER 60" OR MATCH EXISTING 12" CURB NOTES: 1. PRIOR TO BEGINNING ANY WORK, AN ENCROACHMENT PERMIT SHALL BE OBTAINED. 2. 12" #4 REBAR DOWELS, 6" MINIMUM DEPTH INTO EXISTING SIDEWALK, CURB & GUTTER. DO NOT DOWEL PRIVATE IMPROVEMENTS INTO PUBLIC IMPROVEMENTS. 3. 6" MINIMUM CLASS 2 A.B. COMPACTED TO 90%. 4. 1/2" DEEP CONTRACTION JOINTS AT 20', 1/4" DEEP CONTRACTION JOINS AT 10'. 5. ALL CONCRETE SHALL BE 6 SACK 3/4" WITH ONE POUND LAMP BLACK PER CUBIC YARD. FINISH TO BE UNIFORM FINE BROOMED TEXTURE. 6. ASPHALT TO BE HOT MIX ASPHALT 1/2" FINE. 7. UNLESS OTHERWISE NOTED, ALL RADII TO BE 1/2". 12" 6" 6" 2'-0" 12" 912" 412" 12" SAW-CUT 14" R6" R6" 112" LIP OF GUTTER . A A ASPHALT REPAIR AT GUTTER (TYP) TYPE E CURB SECTION B-B B B 6" 1'-6" 12" 6" 5" 12" 6" 112" TYPE A CURB SECTION A-A LIP OF GUTTER SEE NOTE 2 (TYP.) SEE NOTE 3 6" DEEP ASPHALT IN TWO 3" LIFTS EXISTING STREET SEE NOTE 3 SEE NOTE 2 (TYP.) 6"512" (E) AC & BASE OD 6" MIN, 12" MAX CDF BACKFILL BOTTOM OF TRENCH NOTE 1 NOTE 2 4" MIN 12" MIN. AT PAVED LOCATIONS NOTE 3SAWCUT (TYP) AT PAVED LOCATIONS NOTES: 1. IF SOFT SOILS ARE ENCOUNTERED EXCAVATE 12" BELOW PIPE AND INSTALL GEOTEXTILE FABRIC PER SPECIFICATION SECTION 02200. 2. IN PAVED AREAS: 4" AC OR MATCH EXISTING PAVEMENT THICKNESS WHICHEVER IS GREATER. UNIMPROVED AREAS: 12" NATIVE MATERIAL. 3. DETECTABLE WARNING TAPE 14" ABOVE PIPE. DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L DETAILS 27 D1 1D1 STANDARD TRENCH SCALE: NTS 2D1 TRENCH CUTOFF WALL SCALE: NTS 3D1 MANHOLE MODIFICATION SCALE: NTS 4D1 SPOT REPAIR SCALE: NTS 6D1 DRIVEWAY APPROACH SCALE: NTS 7D1 DRIVEWAY APPROACH CURB SCALE: NTS 8D1 CURB, GUTTER, & SIDEWALK SCALE: NTS 9D1 CURB & GUTTER SCALE: NTS 5D1 CDF TRENCH SCALE: NTS 88 (E) LATERAL
(N) COUPLING PER SPECIFICATION SECTION 02513 (N) PVC LONG RADIUS 1/8 (45°) BEND FLOW DIRECTION (N) COUPLING PER SPECIFICATION SECTION 02513 (E) LATERAL ELEVATION VIEW(N) MAIN (N) WYE
(N) MAIN
(N) WYE
FLOW
(E) 4" LATERAL(CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION) (N) FUSED SEWER PIPE NOTE: 1. CONNECT TO MAIN W/ ELECTROFUSION SADDLE WYE PER SPECIFICATION SECTION 02345. 2. LATERAL CONNECTIONS MAY BE LOCATED IN FENCED PROPERTIES. COORDINATE ACCESS WITH THE CITY. 3. ACCESS TO LATERAL CONNECTIONS LOCATIONS IS LIMITED, WORK TOOLS MAY BE LIMITED TO HAND CARRIED EQUIPMENT. 4. RESTORE DISTURBED LANDSCAPING AND/OR IMPROVEMENTS TO PRE-CONSTRUCTION CONDITIONS. COUPLING PER SPECIFICATION SECTION 02513, AS NECESSARY TO CONNECT (E) LATERAL ELECTROFUSION SADDLE WYE FLOW
(E) 4" LATERAL(CONTRACTOR TO VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION) (E) SS MAIN
REPLACEMENT WYE, MATCH SEWER MAIN MATERIAL COUPLING PER SPECIFICATION SECTION 02513, AS NECESSARY TO CONNECT (E) LATERAL CALDER COUPLING NOTE: 1. LATERAL CONNECTIONS MAY BE LOCATED IN FENCED PROPERTIES. COORDINATE ACCESS WITH THE CITY. 2. ACCESS TO LATERAL CONNECTIONS LOCATIONS IS LIMITED, WORK TOOLS MAY BE LIMITED TO HAND CARRIED EQUIPMENT. 3. RESTORE DISTURBED LANDSCAPING AND/OR IMPROVEMENTS TO PRE-CONSTRUCTION CONDITIONS.

VARIES FRAME AND COVER AS SPECIFIED EXISTING CONC. COLLAR GRADE CONC. CONE PRECAST 4'-0'' 5'' MIN.

VAR
3'' 6'' 62'' MIN (POURED IN PLACE) CONCRETE PRECAST CONC. SECTIONS A A SECTION A-A SECTIONAL ELEVATION SHELF SHELF SHELF 4'-0'' NOTES: 1. NEW MANHOLES SHALL BE ECCENTRIC WHEREVER POSSIBLE. EXISTING MANHOLES ARE CONCENTRIC UNLESS OTHERWISE NOTED ON THE PLANS. 2. TAPER "SHELF" 1" PER FOOT TOWARDS CHANNEL. 3. REFER TO SPECIFICATIONS FOR MANHOLE PIPE CONNECTION. 4. IN UNPAVED AREAS, MANHOLE RIM SHALL BE PLACED APPROXIMATELY 6" ABOVE GRADE W/ A 6" CONCRETE RING TAPERED AT 3:1 SLOPE FROM THE TOP TO THE OUTSIDE EDGE OF THE COLLAR TO THE GROUND SURFACE. 5. CONE SECTION SHALL MATCH THE DIMENSIONS OF THE MANHOLE FRAME AND COVER ON THE PLANS. 12'' MIN
MIN
6" 12'' MIN
18'' MAX CRUSHED ROCK 12" OF 3/4" CLASS 1 #4 HOOPS @ 6" O.C. 2" AC OVER COLLAR ON PLANS, NOTE 5 FLOW
(E) SS MAIN
(N) COUPLING
(E) SS MAIN NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . 2. REFER TO SPECIFICATION SECTION 02700 FOR COUPLINGS. 3. SPOT REPAIRS INCLUDE ALL REPAIR UP TO 5-FEET IN LENGTH. LONGER REPAIRS ARE CLASSIFIED AS OPEN TRENCH REPAIRS. (N) PVC WYE (N) PVC LONG RADIUS 1/8 (45°) BEND (N) COUPLING (E) LATERAL (N) COUPLING (N) PVC (N) PVC D11 2' MIN. (N) PVC CUT AND REMOVE (E) DAMAGED PIPE SECTION (E) DAMAGED PIPE COUPLING NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . 2. CONNECT (N) PIPE W/ (E) MANHOLE PER SIMILAR. 3. SPOT REPAIRS INCLUDE ALL REPAIR UP TO 5-FEET IN LENGTH. LONGER REPAIRS ARE CLASSIFIED AS OPEN TRENCH REPAIRS. D11 NOTE 2 D13 MANHOLE CHANNEL BASE NOTE: D& L FOUNDRY MODEL A-1024 OR APPROVED EQUAL. 36-INCH FRAME AND COVER SHALL BE USED ON ALL NEW MANHOLES. 24-INCH FRAME AND COVER SHALL BE USED TO REPLACE EXISTING MANHOLE FRAME AND COVERS. SECTION 24-1/4'' 31-3/4" 1-1/2'' 24'' 1-1/2'' 4-1/2'' 21-15/16'' EDGE PRY C I T Y OF BE L MONT SANITARY SEWER PICK HOLE CITY OF BELMONT (2) EDGE PRIES 25-5/16" 1-1/8" 37-3/4" 25-3/8" 1-1/8" 46" 36" 6-3/4" 1-1/8" 38" FRAME: D&L A-1462 OR APPROVED EQUAL OUTER COVER: D&L A-1462-R5 OR APPROVED EQUAL INNER COVER: D&L A-1024 OR APPROVED EQUAL 23-5/8" SANITARY SEWER CLOSED PICK EDGE PRY (N) SANITARY LID AND CASTING PER DETAIL OR (WHERE APPLICABLE) GRADE RINGS APPLY MORTAR BASE COAT INSIDE ENTIRE MANHOLE SURFACE NOTE 1 CUT OFF ALL (E) RUNGS BURN BACK AND PATCH (WHERE APPLICABLE) (E) CONCRETE MANHOLE CHIP AND REFORM BENCH/SHELF & INVERT (WHERE APPLICABLE) NOTES: 1. CONTRACTOR SHALL COAT ALL INTERIOR CONCRETE, BRICK, OR MORTAR SURFACES INSIDE OF MANHOLE INCLUDING WALLS, CONES, BASE, AND CHANNEL WITH A 1-INCH MINIMUM COATING THICKNESS, UNLESS OTHERWISE NOTED. MINIMUM COATING THICKNESS SHALL BE MEASURED FROM THE FLAT SURFACE OF THE EXISTING MANHOLE. CONTRACTOR SHALL CLEAN AND PREPARE ALL SURFACES IN ACCORDANCE WITH COATING MANUFACTURER'S RECOMMENDATIONS AND PER SPECIFICATION SECTION 09900. PERFORM TESTING IN ACCORDANCE WITH SPECIFICATIONS SECTION 099000. 2. REPAIR DETERIORATED SURFACES INSIDE OF MANHOLE WITH HYDRAULIC CEMENT MORTAR IN CONFORMANCE WITH COATING MANUFACTURER RECOMMENDATIONS. THE REPAIR MATERIAL THICKNESS SHALL BE SUCH THAT THE NEW MATERIAL SURFACE MATCHES THE MANHOLE'S ORIGINAL INSIDE DIAMETER, OR AS DIRECT BY THE CITY OR ITS REPRESENTATIVES. 3. PERFORM TESTING OF EXISTING SURFACE PRIOR TO PLACING HYDRAULIC CEMENT IN ACCORDANCE WITH HYDRAULIC CEMENT MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATION SECTION 09900. 4. CONTRACTOR SHALL COMPLY WITH ALL CAL-OSHA CONFINED SPACE ENTRY REQUIREMENTS. 5. PERFORM BYPASS PUMPING AS REQUIRED AND IN ACCORDANCE WITH SPECIFICATION SECTION 01120. 6. WHERE REQUIRED, CONTRACTOR SHALL REPAIR EXISTING CHANNEL AND BASE PRIOR TO INSTALLING COATING MATERIAL. FORM A SMOOTH CHANNEL AND MINIMIZE DISTURBANCE TO FLOW. 7. CONTRACTOR SHALL CHIP OUT AND REPAIR EXISTING INVERT PRIOR TO INSTALLING COATING MATERIAL, SO THAT FINISHED INVERT SURFACES MATCH EXISTING INVERT. CHANNEL SHALL BE SMOOTH AND MINIMIZE DISTURBANCE TO FLOW. 8. MANHOLE REHABILITATION SHALL BE DONE IN ACCORDANCE TO THESE NOTES AND SPECIFICATION SECTION 09900. MH BARREL ID NOTE 2 NOTE 3 & 7 D27 (N) CONCRETE COLLAR & RESTORE SURFACE PER . D26 D28 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L DETAILS 28 D2 1D2 SEWER LATERAL SCALE: NTS 2D2 BURSTING - LATERAL RE-CONNECTION SCALE: NTS 3D2 LATERAL REPAIR SCALE: NTS 6D2 PRE-CAST MANHOLE SCALE: NTS 4D2 SPOT REPAIR AT LATERAL SCALE: NTS 5D2 SPOT REPAIR AT MANHOLE CONNECTION SCALE: NTS 7D2 24" MANHOLE FRAME & COVER SCALE: NTS 8D2 36" MANHOLE FRAME & COVER SCALE: NTS 9D2 MANHOLE REHABILITATION DETAIL SCALE: NTS 89 PICK BAR SEWER SLIP RESISTANT PATTERN QUARTER TURN STD BOLT LOCK (TYP, 2 LOCATIONS) NOTES: 1. CLEAR OPENING SHALL BE 24" MIN. 2. FRAME & LID SHALL BE PEDESTRIAN RATED. INSTALL OUTSIDE OF ROADWAYS, DRIVEWAYS, AND UNPROTECTED SHOULDERS. 3. FIBER REINFORCED PLASTIC LID & FRAME SHALL BE GMI COMPOSITES OR APPROVED EQUAL. NOTE 1 PLAN SECTION 4'' EMBEDMENT
6'' MIN. WATERSTOP & 6" CONC SEAL AT PIPE NOTES: 1. DETAIL IS FOR AN OPEN BOTTOM FIBERGLASS MANHOLE. CONTRACTOR'S OPTION TO USE A CLOSED BOTTOM FIBERGLASS MANHOLE INSTALLED IN ACCORDANCE W/ THE MANUFACTURER'S INSTRUCTIONS. 2. TAPER "SHELF" 1/2" PER FOOT TOWARDS CHANNEL. 3. REFER TO SPECIFICATIONS FOR MANHOLE PIPE CONNECTION. 4. AT SLOPE LESS THAN 1V:5H - PLACE COVER FLUSH W/ (E) GRADE. AT SLOPES BETWEEN 1V:5H TO 1V:2H - PLACE COVER LEVEL W/ HIGHEST ELEVATION 18" FROM MH. AT SLOPES GREATER THAN 1V:2H - PLACE COVER LEVEL W/ HIGHEST ELEVATION 36" FROM MH. 24'' MIN. SEE DETAIL D32 2'-0'' 4'-0'' ANTI-FLOTATION RINGS & PLACE ADDITIONAL CONCRETE AROUND MANHOLE REDUCER AS REQUIRED FOR BUOYANCY, SEE SPECIFICATIONS (E) HDPE PIPE 2' MIN. REMOVE (E) DAMAGED PIPE (N) ELECOTRFUSION COUPLING NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . D11 (N) HDPE PIPE (E) HDPE PIPE (N) DUAL WALL HDPE (E) CMP NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . 2. WRAP JOINTS W/ NON-WOVEN GEOTEXTILE. GEOTEXTILE SHALL EXTEND 6" MIN. BEYOND JOINT. 3. EXTEND CONCRETE 6" MIN. BEYOND (N) JOINTS. CONCRETE SHALL BE CLASS A PER SPECIFICATION SECTION 03300 OR HIGH STRENGTH SAKRETE. D11 (N) INTERNAL COUPLING ADAPTER (N) 3" MIN. CONCRETE AROUND PIPE, NOTE 3 6" OR O.D./2
(WHICHEVER

IS GREATER) EXPANSIVE MATERIAL OVER PIPE EXPANSIVE MATERIAL UNDER PIPE 12" MAX CLR
2" MIN CLR EXISTING OR NEW UNDERGROUND PIPE EXISTING OR NEW UNDERGROUND PIPE 36" 36" CONCRETE SADDLE CONCRETE SADDLE EXISTING OR NEW UNDERGROUND PIPE 3" TYP NOTES: 1. INSTALL CONCRETE SADDLE AT EACH LOCATION WHERE A NEW UNDERGROUND UTILITY CROSSES IN EXISTING UNDERGROUND UTILITY WITH LESS THAN 12" CLEARANCE. MINIMUM ALLOWABLE CLEARANCE IS 2". 2. INSTALL V-BIO POLYETHYLENE WRAP AROUND ALL EXPOSED WATER MAINS. 12"
O.D. 2'± GRADE RINGS PER SPECIFICATIONS, NOTE 1 NOTES: 1. RAISE (E) MH TO A HEIGHT THAT WILL AVOID FUTURE POTENTIAL BURIAL AS DIRECTED BY THE CITY. INSTALL (N) FRAME & COVER PER D27 4'-0" 4'-0" 36" 36" H-20 TRAFFIC RATED IN ALL STREET AND PARKING AREAS AND PEDESTRIAN RATED IN ALL OTHER AREAS. CUSTOM HOLES AS REQUIRED HEIGHT VARIES PER PRODUCT REQUIREMENTS GALVANIZED STEEL FRAME CAST INTO TOP GALVANIZED STEEL GRATE (BICYCLE SAFE) REMOVE MH FRAME & COVER RESTORE (E) SURFACE PER FILL W/ CDF (E) PIPE TO BE ABANDONED (TYP) FILL PIPE W/ CDF (E) PIPE TO BE ABANDONED (TYP) FILL PIPE W/ CDF DEMOLISH TOP 36" MIN. OF (E) MANHOLE D11 NOTES: 1. EXCAVATIONS SHALL BE BACKFILLED PER DETAIL . 2. REFER TO SPECIFICATION SECTION 02700 FOR COUPLINGS. 3. LATERAL SIZE AND MATERIAL IS BASED ON CCTV INSPECTION. CONTRACTOR SHALL CONFIRM (E) PIPE MATERIAL AND SIZE. D11 (E) SEWER MAIN TO BE ABANDONED REMOVE ANY (E) WYE OR BENDS NEAR THE (E) SS MAIN CONNECTION DEMOLITION PROFILE (E) SEWER MAIN TO BE ABANDONED, REMOVE AS NECESSARY FOR (N) LATERAL IMPROVEMENT PROFILE (E) 4" VCP LATERAL (E) 4" VCP LATERAL (N) COUPLING (N) 4" PVC AT 2% MIN. SLOPE (N) COUPLING SS MAIN, REFER TO DETAIL FOR CONNECTION AT (E) SS MAIN (N) PVC LONG RADIUS 1/8 (45°) BEND (N) WYE(N) PVC AS REQUIRED (N) PVC LONG RADIUS 1/8 (45°) BEND D29 DATE: NO REVISIONS DATE APPR 2134567 SCALE: DESIGN: DRAWN: CHECKED: 3/05/25 AS SHOWN CLP CLP BLS DEPT. OF PUBLIC WORKS CCN 2025-636 CITY OF BELMONT 2025 SEWER REHABILITATION PROJECT CONSULTING CIVIL ENGINEERS Schaaf Wheeler (707)548-4848 SANTA ROSA, CA 95403 2200 RANGE AVE, SUITE 201 03/05/25 SHEET: OF 29 REGISTERED PROFESS IONAL ENGI NEER STAT E OF CA L I FORN I ACUR AN L . PR I CENO. 74913 C I V I L DETAILS 29 D3 2D3 FRP FRAME & COVER SCALE: NTS 1D3 FRP MANHOLE SCALE: NTS 3D3 HDPE SPOT REPAIR SCALE: NTS 4D3 SD PIPE CONNECTION SCALE: NTS 5D3 CONCRETE SADDLE SCALE: NTS 6D3 RAISE MANHOLE SCALE: NTS 7D3 3'X3' INLET SCALE: NTS 8D3 SEWER ABANDONMENT SCALE: NTS 9D3 LATERAL EXTENSION SCALE: NTS 9D3 SEPARATION REQUIREMENTS SCALE: NTS 90 91

INVITATION FOR SEALED BIDS
The City of Belmont invites sealed bids for public project construction described as: 2025 Sewer Rehabilitation Project, City Contract Number 2025-636. The public project construction is more specifically defined in the Contract Documents, but generally includes the following items of work: open trench replacement and installation of new sanitary sewer main and storm drain, installation of new manholes, removal of ladder rungs and coating of existing manholes, abandonment of existing sewer, extending existing laterals to sewer main, 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 proposals at the Suite 360 at the Belmont City Hall located at 1 Twin Pines Lane, Belmont, CA 94002 (hereinafter the City) on April 23, 2025, between 1:00 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 April 23, 2025 (“Bid Deadline”), at the Suite 360. 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 $2,330,000. 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 95 working days. The City will assess liquidated damages in the amount of $3,500 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 92 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 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 securty 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. 93 City of Belmont Contract Documents
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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 94 City of Belmont Contract Documents
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examination and knowledge of the site and plans in making their bid and not on any representation 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
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Debarment and Suspension Certification
Bidder’s Security
Bidder’s Statement of Responsibility
Any other information required by the Invitation For Sealed Bids

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

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

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

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

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

5.7. Qualifying Experience for Horizontal Directional Drilling and 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 96 City of Belmont Contract Documents
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of streets (including highways or bridges), the minimum threshold is the greater of: (a) onehalf of one percent (0.5%) of Bidder’s Bid Amount, or (b) ten thousand dollars ($10,000).

The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.

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.
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The Bids have been rejected by the City.

8. SUBMISSION OF BIDS

8.1. All Bid Forms (using the forms supplied by the City, as defined in Instructions to Bidders Section 5), including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque 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. 2025-636
2025 Sewer 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). 98 City of Belmont Contract Documents
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9.5. A Bidder shall be permitted to withdraw a Bid after the Bid Deadline only if the Bidder establishes, to the satisfaction of the Engineer, all of the elements identified in Public Contract Code Section 5103, including the following:

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

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 99 City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Instructions To Bidders 7 of 9
required by the Contract Documents. The Engineer shall review “responsibility” of Bidders based upon the City’s analysis of the information submitted on the Bidder’s Statement of Responsibility (as a part of the Bid Forms) in accordance with the criteria set forth in Instructions To Bidders Section 12.

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

11.6. If the Engineer finds that the Lowest Monetary Bidder’s Bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and 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.
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City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Instructions To Bidders 8 of 9
The procedure and time limits set forth in this paragraph are mandatory and are Bidders sole and exclusive remedy in the event of Bid protest. Bidders failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest. The City will respond to any properly submitted protest within fifteen (15) calendar days and shall provide a hearing to the protesting bidder but only if the hearing is requested by the protesting bidder in the protest. The City’s decision on the protest shall be final.

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 101
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Instructions To Bidders 9 of 9
days after receipt of the Notice of Award, Bidder shall submit to the City all of the following properly signed items:

Two originals of the Agreement signed by Bidder.

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

The Improvement Security required by Agreement Section 13.

Proof of Insurance required by Agreement Section 14.

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. 102
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
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 103
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid 2 of 6
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.

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City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid 3 of 6
Item No. Item Description Unit Quantity Item Unit Price Bid Item Extension 1 Mobilization/Demobilization  LS 1 $ $
2 Pedestrian Control, Traffic Control, and
Notifications LS 1 $ $
3 Shoring LS 1 $ $
4 Temporary Bypass Pumping and Piping LS 1 $ $
5 Water Pollution Control Plan (WPCP) LS 1 $ $
6 6‐inch CIPP LF 1112 $ $
7 12‐inch CIPP LF 222 $ $
8 6‐inch Spot Repair EA 10 $ $
9 Pipe Burst 6‐inch with New 8‐Inch LF 2752 $ $
10 Pipe Bursting Lateral Reconnection EA 62 $ $
11 Open Trench New 8‐Inch LF 1624 $ $
12 Lateral Extension EA 28 $ $
13 New Manhole EA 11 $ $
14 Abandon Lamphole EA 1 $ $
15 Abandon Manhole EA 5 $ $
16 Abandon 6‐Inch Sewer Main LF 1761 $ $
17 HDD New 8‐Inch ‐ Hillman LF 134 $ $
18 HDD New 8‐Inch ‐ Arden LF 145 $ $
19 HDD Lateral Reconnection EA 4 $ $
20 CCTV Inspect ‐ Oak Knoll LF 190 $ $
21 Open Trench Replace Storm Drain with
New 15‐Inch ‐ Pullman LF 49 $ $
22 Open Trench Replace 12‐Inch Storm
Drain ‐ Comstock LF 57 $ $
23 Open Trench Replace 15‐Inch Storm
Drain ‐ Monte Cresta LF 78 $ $
24 Open Trench Replace Strom Drain with
New 12‐Inch ‐ Haskins LF 20 $ $
25 Remove Lamphole and Install New
Manhole EA 4 $ $
26 Replace Manhole Frame and Cover EA 5 $ $
27 Raise Manhole and Replace Frame and
Cover EA 1 $ $
28 Grout Grade Rings and Chimney EA 3 $ $
29 Manhole Rehabilitation ‐ Coat Manhole EA 2 $ $
30 Replace Inlet EA 1 $ $
31 Replace Inlet Cover EA 1 $ $
TOTAL BID AMOUNT $_________________________

105
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid 4 of 6

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)

7. REPRESENTATIONS OF BIDDER.
106
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid 5 of 6

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 107
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid 6 of 6
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)
108
City of Belmont Contract Documents
Project: San Juan Blvd Sewer Capacity Improvement Project City Contract Number 2024-631
Bidding Documents
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. 109
City of Belmont Contract Documents
Project: San Juan Blvd Sewer Capacity Improvement Project City Contract Number 2024-631
Bidding Documents
Bid Forms / Non-Collusion Declaration 1 of 1

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

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

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

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

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

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder)

110
City of Belmont Contract Documents
Project: San Juan Blvd Sewer Capacity Improvement Project City Contract Number 2024-631
Bidding Documents
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. 111
City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
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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City of Belmont Contract Documents
Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 2 of 10

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: _____________________________________________________________ 113
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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 _________________________________________ 115
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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 HORIZONTAL DIRECTIONAL DRILLING AND PIPE BURSTING 117
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Bid Forms / Bidder’s Statement Of Responsibility 7 of 10 The Contractor must have completed at least three (3) projects installing at least 5,000 linear feet of new 8- inch or larger pipe in the US within the past three (3) years using pipe bursting and/or horizontal direction drilling (HDD) construction methods. Contractor shall submit the following minimum information for at least three (3) projects performed by the contractor/subcontractor performing all HDD and 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: ________________________________________________ 118
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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 5,000 linear feet of 6-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 02900 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: ________________________________________________ 119
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Bid Forms / Bidder’s Statement Of Responsibility 9 of 10 Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.3. 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:
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Construction Agreement 2020.1 1 of 16

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 [*** INSERT IDENTICAL TO “PROJECT DESCRIPTION” IN THE INVITATION TO BIDS***]
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 122
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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 2018).

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

Standard Plans and Standard Details.

Exhibits.

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

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

3. CONTRACT TIME.

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

3.2. After the pre-construction conference, the City shall issue a Notice to Proceed to Contractor.

The Notice to Proceed will identify the date on which the “Contract Time” commences, and this date may be referred to as the “Contract Commencement Date.” Contractor is authorized to 123
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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 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 [***, which includes alternate items _________*** insert ***,] is $_____________.

5. LIQUIDATED DAMAGES. If Contractor fails to complete the Work within the Contract Time, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum specified in the Invitation for Bids for each calendar day after the expiration of the Contract Time that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Time. This provision for 124
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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 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 125
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as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.

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

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

11. 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.

11.1. 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.

11.2. 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.

11.3. 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.

11.4. 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 126
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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.

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

12.1. 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.

12.2. 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.

13. 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:

13.1. 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).

13.2. 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).

13.3. 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).

14. INSURANCE. 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. This Agreement identifies the minimum insurance levels with which Contractor must comply; however, the minimum insurance levels do not relieve Contractor of any other performance responsibilities under this Agreement (including the indemnity requirements). City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.

14.1. Coverage. Contractor must maintain insurance in the following minimum levels:

Workers’ Compensation. Workers’ compensation coverage as required by the State of California, with statutory limits.
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Commercial General Liability (CGL). Commercial general liability with coverage at least as broad as ISO form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury in an amount not less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit must apply separately to this project/location or the general aggregate limit must be twice the required occurrence limit.

14.1.2.1. Umbrella Policy. At the option of the Contractor, primary CGL limits may be less than required, with an umbrella policy providing the additional limits needed. This form of insurance will be acceptable provide that the primary and umbrella policies both provide the insurance coverages herein required, including all additional insured requirements. The umbrella policy shall be provided on a “following form” basis, with coverage at least as broad as provided on the underlying Commercial General Liability insurance.

Employer’s Liability. Employer’s liability in an amount not less than $1,000,000 per accident for bodily injury or disease.

Automobile Liability. Automobile liability with coverage at least as broad as ISO Form Number CA 0001 covering Code 1 (any auto) in an amount not less than $5,000,000 per accident for bodily injury and property damage (coverage required to the extent applicable to Contractor’s vehicle usage in performing services hereunder).

Professional Liability. For design-build projects, or if the Work requires Contractor to provide professional services related to environmental hazards, professional liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

Contractors’ Pollution Legal Liability. If the Work involves environmental hazards, Contractors’ pollution legal liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

Asbestos Legal Liability. If the Work involves asbestos removal, asbestos legal liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

Builder’s Risk (Course of Construction). Builder’s risk insurance utilizing an “All Risk” (Special Perils) coverage form in an amount equal to the completed value of the project and no coinsurance penalty provisions.

14.1.8.1. Builder’s Risk insurance must name City as a loss payee as their interest may appear.

14.1.8.2. If the project does not involve new or major reconstruction, at the option of City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the Entity’s site.
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14.2. Additional Coverage. Contractor may carry, at its own expense, any additional insurance it deems necessary or prudent. If Contractor maintains higher levels than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum levels of insurance and coverage shall be available to the City.

14.3. Insurer Qualifications. Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the Entity. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

14.4. Deductibles. Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either:

Contractor must reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or, Contractor must provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration and defense expenses.

14.5. Subrogation Waiver. Contractor hereby grants to City a waiver of any right to subrogation which any insurer of Contractor may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy must be endorsed with a waiver of subrogation in favor of City for all work performed by Contractor, its employees, agents and subcontractors. This provision applies regardless of whether or not the City has requested or received a waiver of subrogation endorsement from the insurer.

14.6. Evidence of Coverage. Concurrently with the execution of this Agreement, Contractor must furnish City with original certificates and amendatory endorsements, or copies of information or declaration page listing all policy endorsements of the insurance required hereunder. However, failure to obtain the required documents before the work beginning shall not waive Contractor’s obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

14.7. Endorsements. The insurance policies must be endorsed as follows:

For commercial general liability and automobile liability insurance, the City (including its elected officials, employees, and agents) must be named as an additional “insured”. The endorsement must include liability arising out of work or operations performed by or on behalf of Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed by or on behalf of Contractor. For commercial general liability, the policy must be endorsed with a form at least as broad as ISO form CG 20 10, GC 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used.

Contractor’s insurance is primary to any other insurance (including self-insurance) available to the City (including its elected officials, employees, and agents) with respect to any claim 129
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arising out of this Agreement. Any insurance maintained by the City shall be excess of the Contractor’s insurance and shall not contribute with it.

No policy shall be canceled, limited, or allowed to expire without renewal until after 30 days written notice has been given to the City by first class mail.

14.8. Claims Made Policies. If any required coverage is made on a claims-made form:

The “Retro Date” must be shown, and must be before the date of the contract or the beginning of contract work.

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

If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a “Retro Date” prior to the contract effective date, Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.

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

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

14.9. Subcontractors. Contractor must require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor must ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors must provide coverage with a format least as broad as CG 20 38 04 13.

15. 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.

16. RESPONSIBILITY FOR LOSS.

16.1. 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. 130
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City Contract Number 2025-636
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16.2. The Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person (including but not limited to workers and the public) or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City of Belmont and its elected officials, officers, employees, agents and volunteers from all claims, suits or actions of every name, kind and description brought for, or on account of, injuries to or death of any person (including but not limited to employees of Contractor, of subcontractor, or of any other person, firm or entity and the public) or damage to property arising from any cause whatsoever during the progress of the work or at any time before its final completion and acceptance. Contractor’s indemnification shall specifically include, but not be limited to, all claims arising out of: contract claims, property damage, personal injury, and any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include any and all costs, expenses, court costs, attorneys’ fees and liability incurred by the City in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures City incurs by reason of such matters. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. This indemnification shall survive termination of the Contract.

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

16.3. 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.

16.4. 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.

16.5. Nothing in the Agreement is intended to make the public or any person a third party beneficiary under this Contract, nor is any term and condition or other provision of the Agreement intended to establish a standard of care owed to the public or any member thereof. Attention is directed to Section ___, “Insurance Provisions,” of the General Conditions for the Contractor's responsibility for providing and maintaining insurance.
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17. 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.

18. WARRANTY.

18.1. 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.

18.2. 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.

18.3. 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.

18.4. 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.

19. DEFAULT.

19.1. 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.

19.2. 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.
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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.

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

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.
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Terminate the Contract.

19.4. 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.

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.

20. 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

21. 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.

22. 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. 134
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23. INTERPRETATION OF CONTRACT DOCUMENTS.

23.1. 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.

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

23.3. 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.

24. 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.

25. ASSIGNMENT AND DELEGATION.

25.1. 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.

25.2. 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.

26. 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.
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27. 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.

28. 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.

29. 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.

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

IN WITNESS WHEREOF the City and the Contractor do hereby agree to the full performance of the terms set forth herein.
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Bid Forms / Bid Bond 1 of 1

CITY OF BELMONT
By:

Afshin Oskoui, City Manager
Date:

CONTRACTOR
By:

(print name) (print title)
Date:

APPROVED AS TO FORM

Scott M. Rennie, City Attorney
By:

(print name) (print title)
Date:

FUNDING VERIFIED

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

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

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

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

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

Its: General Partner
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Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Bidding Documents
Bid Forms / Bid Bond 1 of 1

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
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Construction Agreement 2020.1 3 of 3

LIMITED LIABILITY COMPANY
XYZ Land Development, LLC,
a California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above. 140
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Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
Performance Bond 1 of 1
PERFORMANCE BOND Bond No. ___________
WHEREAS,___________________________________________ (“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit performance security.

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

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

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

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

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

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

Principal Surety

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

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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Project: 2025 Sewer Rehabilitation Project
City Contract Number 2025-636
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.

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

Principal Surety

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

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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Project: 2025 Sewer Rehabilitation Project
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Maintenance Bond 1 of 1

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

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

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

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

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

_______________________________ _______________________________ Authorized Signature Authorized Signature
_______________________________ _______________________________ Printed name and title Printed name and title
_______________________________ _______________________________ Date Date
_______________________________ _______________________________ Street Address Street Address
_______________________________ _______________________________ City, State, Zip Code City, State, Zip Code
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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: 11 SHEETS OF DRAWINGS PREPARED BY Schaaf & Wheeler, DATED May 13, 2024.

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 144
procure a bond in an amount sufficient to guarantee payment of claims within the deductible amount (including losses and related investigations, administration and defense expenses).

Alternative Clauses 1 of 1
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GENERAL CONDITIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2025-636
2025 SEWER REHABILITATION PROJECT
G.C. 1 STANDARD SPECIFICATIONS
The Standard Specifications for Public Works Construction “Greenbook” (2018) in conjunction with The State of California Department of Transportation Standard Specifications “Caltrans Standard Specifications” (2018) 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. 146
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.
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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 148
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. 149
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.
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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. 151
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 152
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.
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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 satisfactory completion of the contractor work or designated phase thereof, and receipt, by the City, of required releases and the “Contractor’s Certificate of Release and Request for Final Payment” (CP-20), the acceptance process is as follows:

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

2. The City Council adopts a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted. The resolution directs the City Clerk to do the following:
(a) Issue a “Notice of Substantial Completion” (Form CP-21) to the Contractor. (b) File with the County Recorder of the County of San Mateo a “Notice of Completion of Contract” (Form CP-22). Filing not to occur until after certification by the Engineer to the 154
City Clerk that all required “punchlist” items have been satisfactorily remedied by the Contractor. On the date established in the “Notice of Completion” the Contractor’s required one-year warranty period will commence, and the City will assume operational responsibility for the completed facilities.

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

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

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

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

G.C. 16 RESOLUTION OF DISPUTES
The City of Belmont incorporates the provisions of Chapter 1414 of the State Public Contract Code (A.B. No. 4165) as part of its plan and specifications for the resolution of construction 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
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G.C. 16.2.1 NOTICE
If the Contractor disagrees with the Engineer’s decision in G.C.16.1, Contract Interpretation by the Engineer, or in any case, where the Contractor deems additional compensation or a time extension to the contract period is due him for work or materials not covered in the contract or which the Engineer has not recognized as extra work, the Contractor shall notify the Engineer, in writing, of his intention to make claim. Claims pertaining to decisions provided in G.C.16.1 shall be filed in writing to the Engineer within five (5) days of receipt of such decision. All other claims notices for extra work shall be filed in writing to the Engineer prior to the commencement of such work.

Written notice shall use the words “Notice of Potential Claim.” Such Notice of Potential Claim shall state the circumstances and the reasons for the claim, but need not state the amount.

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

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

G.C. 16.2.2 SUBMISSION OF CLAIM COSTS
Within thirty (30) days after the last cost of work for which the Contractor contends additional compensation is due, but if costs are incurred over a span of more than 30 days, then within fifteen (15) days after the thirtieth day and every month thereafter, the Contractor shall submit to 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.
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G.C. 16.3.1 CLAIMS LESS THAN $50,000

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

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

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

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

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

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

3. The Engineer’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

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

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

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

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

G.C. 16.3.6 UNRESOLVED ISSUES
Unless this contract provides otherwise, all claims, counterclaims, disputes, and other matters in question between the City and the Contractor that are not resolved between the City and the Contractor and are not governed by Public Contract Code 20104 shall be decided by a court of competent jurisdiction. Arbitration shall not be used for resolution of these disputes. Should 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 158
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.

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.
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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 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. 160

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.

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 161
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 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 162
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.

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. 163
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 to resume work or to terminate the contract has not been received from the City within this time period; or (2) the City should fail to pay the Contractor any substantial sums due it in accordance with the terms of the contract and within the time limits prescribed. In the event of such termination, the Contractor shall have no claims against the City except for those claims specifically enumerated in these provisions and determined in accordance thereof.

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SPECIAL PROVISIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2025-636
2025 SEWER 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 2023 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
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 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.
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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)
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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 95 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 $3,500.00 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).
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Construction Area Signs
The Contractor shall furnish, install, maintain and remove construction an electronic changeable message sign on San Juan Blvd. 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. 169
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, 2024).

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 (510-760-8394) on a daily basis (as needed) at the beginning of each shift to inform them of ANY lane closure and at the end of each shift to inform them of the street opening to through traffic.

Note: Contractor shall provide access for emergency vehicles at all times during his operations.

Full compensation for conforming to the provisions in this section shall be considered as included in the contract lump sum (LS) price paid for “Pedestrian Control, Traffic Control, and Notifications” and no additional compensation will be allowed therefor. 170

TECHNICAL SPECIFICATIONS
FOR

CONSTRUCTION OF
2025 SANITARY SEWER REHABILITATION PROJECT
FOR

CITY OF BELMONT, CALIFORNIA
CITY CONTRACT NO. 2025-636
March 5, 2025
2200 Range Ave, Suite 201
Santa Rosa CA 95403
(707)548-4848
171
CERTIFICATION 01005- 1
2025 SANITARY SEWER REHABILITATION PROJECT
SECTION 01005

CERTIFICATION
THESE TECHNICAL PROVISIONS WERE PREPARED UNDER THE SUPERVISION OF:

Curran L. Price, P.E.

California Registered Civil Engineer No. C74913
Expiration 12/31/25

Schaaf & Wheeler, Consulting Civil Engineers
2200 Range Avenue, Suite 201
Santa Rosa, California 95403
(707) 528-4848

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DIVISION 1 – GENERAL REQUIREMENTS

SECTION
NO. TITLE
01020 CONTRACT TIME AND ORDER OF WORK
01110 SUMMARY OF WORK
01120 WORK CONSTRAINTS
01125 MEASUREMENT AND PAYMENT
01300 CONTRACTOR SUBMITTALS
01354 HAZARDOUS MATERIALS PROCEDURES
01505 MOBILIZATION/DEMOBILIZATION
01531 TEMPORARY FLOW CONTROL
01550 TEMPORARY FACILITIES AND CONTROLS
01600 ENVIRONMENTAL PROTECTION
DIVISION 2 - SITE CONSTRUCTION

SECTION
NO. TITLE
02100 CLEARING AND DEMOLITION
02200 EXCAVATION AND BACKFILL
02260 EXCAVATION SUPPORT AND PROTECTION
02318 TRENCHING
02345 PIPE BURSTING
02441 HORIZONTAL DIRECTION DRILLING
02531 LATERALS
02532 PIPE ABANDONMENT AND DEMOLITION
02700 POLYVINYL CHLORIDE (PVC) PIPE AND FITTINGS
02710 HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS 02722 AGGREGATE BASE
02730 CORRUGATED HIGH DENSITY POLYETHYLENE (HDPE) PIPE
02742 ASPHALTIC CONCRETE PAVING
02750 PAVEMENT MARKINGS
02760 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
02770 SANITARY SEWER TESTING
02772 CONCRETE CURBS, GUTTERS, AND SIDEWALKS
02900 CURED IN PLACE PIPE (CIPP)
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DIVISION 3 - CONCRETE

SECTION
NO. TITLE
03000 CONCRETE WORK – GENERAL
03100 CONCRETE FORMING AND ACCESSORIES
03200 CONCRETE REINFORCING
03300 CAST IN PLACE CONCRETE
03400 PRECAST CONCRETE
03600 GROUTS
DIVISION 6 - PLASTICS

SECTION
NO. TITLE
06500 FRP MANHOLES, LIDS, AND ACCESSORIES
DIVISION 9 - FINISHES

SECTION
NO. TITLE
09900 WASTEWATER STRUCTURES COATING

APPENDIX
APPENDIX A: SITE INFORMATION REPORT
***END OF SECTION***
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SECTION 01020

CONTRACT TIME AND ORDER OF WORK
PART 1 GENERAL

1.01 SUMMARY
A. Section includes description and requirements for order of work.

B. Section includes restrictions on the start of work and potential contract modifications.

1.02 COMMENCEMENT OF WORK
A. Work shall commence after the pre-construction conference and the City has issued a Notice to Proceed to the contractor per the Construction Agreement.

1.03 ORDER OF WORK
A. Contractor shall coordinate his work with all other contractors, transit operators, and utility companies working in the construction area.

B. Sewer rehabilitation project is being performed in advance of the 2025 Pavement Project. The 2025 Pavement Project includes improvement along portions of Forest Avenue, Coronet Boulevard, Monte Cresta Drive, Pullman Avenue, Comstock Circle, Lower Locke Avenue, and E Street.

C. Contractor shall adjust to order of work and construction schedule as necessary to minimize conflicts and to accommodate the 2025 Pavement Project schedule.

D. Contractor shall expect concurrent work with other contractors performing work within the street right of way as part of the 2025 Pavement Project.

1.04 TIME FOR COMPLETION
A. Time required for actions required by the Engineer in performing quality assurance, testing, review, inspection and other contract administration duties shall be considered as included in the Contract Time, and no extensions of Contract Time will be granted for such actions, except as specified elsewhere in the Contract Documents.

B. The time limits specified for the completion of Work contemplated may be insufficient to permit completion of the Work by the Contractor working a normal number of hours per day or week on a single shift basis. It is the responsibility of the Contractor to evaluate the overall terms and conditions described in the Contract documents and budget its shift work accordingly. Where additional shifts or premium pay are necessary to ensure that the Work will be completed within the time limits specified, any resulting additional costs will be considered to be included 175
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in the price paid for the various Contract items of work and no additional compensation shall be allowed therefor.

1.05 RESTRICTIONS
A. Work at the site, or work that requires oversight, inspection, or support of any kind by the City shall not be performed on the following designated non-workdays. Nonworkdays shall be as specified in Special Provision Section 6-2.

B. Upon receipt of the Notice to Proceed with Site Work, the Contractor shall have full access to perform the Work subject to the conditions of the Contract Documents.

C. The Contractor shall not order any materials before a written notice to proceed with site work is obtained from the City.

D. Regardless of the scope of work to be constructed, all work included within the contract shall be completed by the completion date specified herein.

E. The Contractor shall not be entitled to any additional compensation or adjustment in the unit prices bid because of the above stated alteration of this project.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
***END OF SECTION***
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SECTION 01110

SUMMARY OF WORK
PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. Work will take place in existing roadways, easements, and landscaped areas. The work will occur on a heavily traveled roadway and will require significant pedestrian and traffic control throughout construction. A description of work items is included below.

B. As indicated on the Project Drawings, work includes:

1. Coordination with private property owners, the City of Belmont, Mid-Peninsula Water District, and other agencies and utility companies as necessary to complete the work.

2. Removal, Replacement, Repair, and Abandonment of existing gravity sanitary sewer mains and installation of new gravity sewer mains, manholes, and reconnection of laterals.

3. Removal and Replacement of existing storm drains and replacement of inlets, frames, and covers.

4. Sanitary sewer pipe bursting and reconnection of laterals.

5. Horizontal Directional Drilling of new sewer mains and reconnection of laterals.

6. Cured in place pipe lining and re-instating connections.

7. Removal and replacement of manhole frames and covers.

8. Modify manhole trough and bench.

9. Coating interior of manholes.

10. Removal and replacement of mainline sewer cleanout/lamphole with new manhole or cleanout/lamphole.

11. CCTV pipe inspection.

12. Pavement and pavement marking restoration.

13. Bypass pumping and/or rerouting of sewage as necessary for construction of the project per plans and specifications.

14. Dewatering and the construction of all temporary shoring required to complete the work.

15. Stormwater pollution prevention and site protection measures.

16. Traffic and pedestrian control throughout construction.

17. Site restoration.

18. Other miscellaneous and incidental improvements for complete facilities.

1.02 WORK PLAN
A. Contractor shall submit a Work Plan for review and approval by the City, fully describing the proposed procedures to conform to the Contract Documents.

B. The Work Plan shall fully describe the planned sequence of operations for all phases of the project, list major milestones of completion, include a milestone schedule, and include a contingency plan for potential weather delays. The Work Plan shall also include submittals and procurement, including fabrication and delivery of key and long lead time items.
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C. Contractor shall expedite the preparation of submittals for all long lead time items.

1.03 OCCUPANCY REQUIREMENTS
A. None

1.04 CITY FURNISHED MATERIALS
A. None

1.05 WORK UNDER OTHER CONTRACTS
A. None

1.06 REFERENCE DOCUMENTS
A. The City has prepared photographs of surface conditions where work is to occur in easement locations for the Contractor to review prior to bid in Appendix A of the Specifications.

PART 2 PRODUCTS
Not Used.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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SECTION 01120

WORK CONSTRAINTS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes:

1. Site Use and Construction Restrictions.

2. Temporary Construction Access Requirements and Limitations

3. Utility restrictions and requirements.

4. Temporary Construction Easement restrictions and requirements.

B. Related Work Specified Elsewhere:

1. Special Provisions

2. Section 01020: Contract Time and Order of Work

3. Section 01600: Environmental Protection

1.02 SITE USE AND CONSTRUCTION RESTRICTIONS
A. The project site is within the City right of way and within sewer easements on private properties.

B. Contractor is responsible for obtaining any necessary staging or storage areas and shall comply with all jurisdiction regulations for which the work is to occur.

C. Some project sites are along steep slopes with low hanging overhead utilities and trees.

D. Site access is extremely limited in locations where work is occurring in side yards, backyards, and outside of the street right-of-way. Access is limited to foot traffic and hand held equipment in several locations. Contractor shall visit all sites within 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.

E. Construction impacts due to identified or observable site constraints shall be considered by the Contractor when making his bid, and the costs associated with such constraints shall not be compensated for beyond the provisions contained herein.

F. Contractor shall provide access to residences and businesses at all times during construction. Contractor shall maintain access to driveways to the maximum extent possible.

G. Advance notice to property owners’ is required prior to accessing easements on their property. City will coordinate initial notice at least one month prior to access of the easement based on the Contractor’s Schedule. Contractor shall provide additional notice to the property owner, by delivering or mailing a City approved flyer that lists planned work dates, work hours, work duration, a general description of planned work, and contractor’s contact information with phone number approximately one week before 179
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working in easement. Workers accessing easements shall have state issued photo identification on them at all times and available to present if requested by property owner(s).

H. See the City’s General conditions for work hours and limitations.

1.03 DOCUMENTATION OF EXISTING CONDITIONS
A. The Contractor is responsible for reviewing and documenting the existing site conditions prior to performing any work. Documentation shall include photographs, videos, notes, and other items as necessary to accurately document the condition of all items that may be affected by the work.

B. The Contractor shall submit the documentation of existing conditions to the City prior to proceeding with the work.

1.04 WORK WITHIN EASEMENTS
A. The Contractor shall provide advance notifications prior to accessing and performing work outside of the street right-of-way as specified herein.

B. Once all advance notifications have been provided the Contractor shall perform the following prior to proceeding with any site work within easements:

1. The Contractor shall locate and mark the locations of all proposed excavations within easements and identify the impacts to private improvements.

2. Mark all private improvements, landscaping, and trees that are proposed to be impacted and/or removed during construction.

3. Review the proposed work and impacts within easements with the City.

4. Receive written approval for proceeding with proposed work within easements prior performing any site work.

5. The Contractor shall anticipate a 72-hour delay from when the site improvements are reviewed with the City until obtaining approval from the City to proceed with the proposed work.

C. Contractor shall minimize impact on property owners during Construction.

D. Contractor complete work on each lamphole/manhole to manhole sewer reach in consecutive working days. The Contractor shall complete all site work, sewer improvements, and site restoration within each easement before starting any site work at other project/easement locations.

1.05 UNDERGROUND FACILITIES
A. The Contractor shall note that not all existing utilities are shown on the plans and the location of the utilities shown are approximate. The location of the utilities shown on the plans are based on utility basemaps, pavement markings, and potholing where indicated on the Drawings and are approximate in nature.
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B. The Contractor shall have all utilities located by contacting USA, and review utility locations.

C. Some, but not all potential utility conflicts are shown on the plans. The Contractor shall pothole all potential utility conflicts prior to construction. Potholing results and any identified conflicts shall be submitted to the City for review prior to construction.

D. The Contractor is responsible for coordinating all project documentation, including but not necessarily limited to, the Contract Documents, and existing record drawings for the determination of the location of all underground facilities. Contractor shall have utilities marked in the field by Underground Services Alert a minimum of 48 hours prior to the start of construction.

E. The Contractor shall exercise care in all excavations to avoid damage to existing underground facilities. This shall include potholing or hand digging in those areas where underground facilities are known to exist until they have been sufficiently located to avoid damage to the facilities.

F. The Contractor shall notify the Engineer of any potential utility conflicts as soon as they are known.

G. Contractor shall notify the Mid-Peninsula Water District prior to excavating within 5 feet of all existing water mains. District will depressurize all water main within 5 feet of excavation per Section 01120-1.11.

1.06 OVERHEAD ELECTRIC UTILITIES
A. Low hanging high voltage overhead power transmission utilities are present at project locations.

B. Contractor shall consider the proximity of overhead electric utilities when bidding, and no additional compensation shall be made for additional work necessitated by the presence of overhead electric utilities (smaller equipment, sheet pile limitations, shoring provisions, etc.).

C. Contractor shall insure a minimum clearance between the power lines and the work at all times as dictated by OSHA and PG&E regulations.

1.07 SEASONAL RESTRICTIONS
A. All construction activity with the potential to cause erosion, sedimentation, or water pollution shall be suspended during periods of inclement weather. See Section 01600 for additional requirements and restrictions.

1.08 TREE AND PLANT PROTECTION
A. Preserve and protect all existing trees and plants at or adjacent to the site unless otherwise noted.
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1.09 WORK SEQUENCE
A. Refer to Special Section 01020-1.02 for order of work restrictions.

B. The use of multiple crews is at the sole discretion of the Contractor and no additional compensation will be allowed to meet the contract requirements.

1.10 MAINTAINING SEWER SERVICE
A. Contractor shall maintain existing sewer service. Refer to Section 01531 Temporary Flow Control for additional information.

B. EMERGENCY RESPONSE

1. For the duration of construction, Contractor shall be available on a 24-hour on-call basis to respond to an emergency situation. The Contractor shall provide the City with a minimum of three (3) names of persons and their telephone numbers for this purpose. All persons listed shall be able to respond to any sanitary sewer overflow or trench safety emergency within 30 minutes of being notified.

2. Should a sewage spill occur during construction, Contractor shall be responsible for the following:
a. Clean up of the site in accordance with City, County, Health Department, Regional Water Quality Control Board, and any other regulatory agency requirements.
b. Reporting of the spill to the proper jurisdictional agency and preparing all required documentation per the State Water Board Sanitary Sewer Overflow (SSO) Guidelines.
c. Payment of any and all fines assessed against the City for the spill. d. Coordination and payment of any analytical testing (lab) required at the site by jurisdictional agencies.
e. Protection of the public from exposure to contaminated area.

1.11 TRAFFIC CONTROL
A. The Contractor is responsible for coordinating with SamTrans for any work that may impact bus routs and bus stops. The contractor shall notify SamTrans a minimum of 2 weeks prior to performing any work near existing bus stops.

B. The Contractor shall supply and install all traffic control devices (including all warning, regulatory, and guide signs) required for the Project. The City can provide City police approved no parking paper signs, but will not furnish any traffic control devices for the Project.

C. The Contractor shall submit for City review and approval its Traffic Control and Detour Plan. Submit said plan a minimum of five (5) full Calendar Days prior to the PreConstruction Meeting. The plan shall include (where necessary) lane closures, detours, no parking areas, signing program for construction, access to private property and business establishments, pedestrian traffic, transit routes, loading areas, the proposed routing of the construction vehicles, hours required for access and the safe guards and procedures necessary to carry out the Work, as well as where Contractor plans to park construction vehicles and equipment, and other matters which might be important to the 182
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safe movement of traffic. The plan shall also indicate placement and type of warning signs, lights, devices, flag persons; and have a schedule for implementation.

D. It is imperative that field traffic control be handled in such a manner as to adequately and safely direct all traffic movements in the Project area. The Contractor shall not be allowed to proceed with construction at any time that, in the opinion of the Engineer, traffic control is inadequate to meet the field conditions. Traffic control measures, in addition to those indicated on the approved traffic control plans, may be required as field conditions dictate.

E. The Contractor shall not be allowed to restrict vehicle access to any of the properties in the Project area at all times during construction if practical. If restricting vehicle access is absolutely necessary, Contractor shall notify property owners advanced notice of the extent of any delays. Contractor shall not restrict vehicle access outside of working hours.

F. Areas to be posted with “No Parking” signs must be verified as correct by the City Police Department. Signs must be verified by the Police Department and posted a minimum of forty-eight (48) hours prior to the start of construction in each area requiring parking restrictions.

G. The Contractor shall conduct his operations as to cause the least possible obstruction and inconvenience to both vehicular and pedestrian traffic.

H. Traffic Routing and Parking Restrictions: Below are specific City traffic and parking restrictions:

1. Construction Traffic and Vehicles: All inbound and outbound construction related traffic to and from the Site is restricted to public street(s) immediately adjacent to the Site.

2. Construction Parking: Construction vehicles and equipment parking is restricted to areas within the Site and other areas as determined by the City.

3. Alternative Parking: The Contractor can negotiate with any other entity to accommodate parking by its workers. However, the City does not make any guarantee that such parking is available to the Contractor.

I. Street Lane and Sidewalk Closures: Below are specific lane and sidewalk closure requirements and restrictions which shall apply unless specifically modified by an approved Traffic Control Plan. Said Plan may be reviewed or modified by the Engineer at any time when, in the opinion of the Engineer, changes are necessary to provide for the safety, health, welfare, or convenience of the public.

1. City Street Lane Closures: Contractor shall provide continuous pedestrian traffic access. All traffic lanes shall remain open during the non-working hours as defined in the City’s General Conditions. Lanes may individually be closed during working hours.

2. Residents and businesses along the road or street shall be provided passage.

Convenient access to driveways, houses, and buildings along the road or street shall be maintained. Temporary crossings shall be provided and maintained in good condition.

3. The blocking of industrial, commercial, or institutional driveways shall not be allowed. Access shall be provided to permit the movement of vehicles to and from 183
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the grounds of such establishments. Contractor shall provide vehicular access to all other types of driveways at all times except during actual construction.

4. Wherever it is necessary that trenches, and excavation be bridged, these bridges shall permit unobstructed flow of traffic or pedestrians (ADA compliant) and shall meet the following criteria:
a. Bridging shall be secured against displacement by using adjustable cleats, angles, bolts, or other devices.
b. Bridging shall be installed to operate with minimum noise. c. The trench shall be adequately shored, to support the bridging and traffic. d. Only steel plates shall be used for bridging. Steel plates used for bridging shall extend one foot (minimum) beyond the edges of the trench.

J. Bus Routes: SamTrans bus stops occur along Alameda De Las Pulgas, Ralston, and Cipriani. The Contractor is responsible for identifying impacts to the bus routes, coordinating with the transit operator, and accommodating any necessary detours, notifications, and signage requirements. The Contractor shall submit the proposed impacts to the City for review and approval prior to coordinating with the transit operator.

K. Sidewalk Closures: Contractor must comply with the following requirements.

1. Where walks, pathways, or access ways are closed by the Work, an ADA complaint, alternate walkway shall be provided, preferably within the immediate location of the pathway or access to be closed. Where it is necessary to divert pedestrians into a major detour and/or into a parking lane or traffic area, at no time shall pedestrians be diverted into a portion of a street used for vehicular traffic.

Any deviation from the above must have prior approval of the Engineer.

2. At locations where adjacent alternate walkways cannot be provided (i.e., where no pathway or access is available within the immediate location of the interruption) ADA compliant detours shall be clearly planned, marked, and constructed.

Appropriate signs and barricades must be installed at the limits of construction and in advance of the closure (or detour) in order to divert pedestrians to the appropriate walkway or detour.

3. Contractor shall provide sufficient signage, indicating by way of arrows and text, pedestrian route closures, and new pathways and detours required for alternate pedestrian routes around the construction. Alternate pedestrian routes, the final sign configuration, the exact wording of the base sign and all mounting locations shall be approved by the City.

L. The Contractor shall pay for all street and sidewalk closures, including but not limited to, the appropriate street closure and temporary directional signage, crosswalks, flag persons as required to control construction traffic and implement the Traffic Control and Detour Plan. Contractor shall take all necessary precautions to protect the public from construction activities.

M. The Contractor shall observe all posted traffic signage on and in adjacent neighborhoods.

N. The Contractor shall not be relieved from responsibility for public safety by City’s direction, lack of same, or approval of the Traffic Control and Detour Plan with respect to signs, lights, and/or protective devices.
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1.12 WATER MAIN SEPARATION AND SHUTDOWN REQUIREMENTS
A. Mid-Peninsula Water District will temporarily shut down or depressurize water mains during construction where the clearance between the water main and sewer main is less than five (5) feet. The water main shutdown requirements are listed below.

B. Water Main Shutdown Requirements:

1. The Contractor shall notify the Mid-Peninsula Water District three (3) working days in advance of all required water main shutdowns.

2. Shutdowns are limited to six (6) hours maximum during the hours of 9:00 AM to 5:00 PM, Monday through Thursday.

3. Any open trench within five (5) feet of horizontal clearance between parallel existing water mains, new sewer mains, and/or outside edge of the manholes shall be fully backfilled and compacted prior to the end of the shutdown.

4. Shutdowns for the same customers are limited to two days within a ten working day window.

5. Notification from the Contractor under item one above is considered a shutdown, even if the contractor later decides a shutdown needs to be rescheduled or is no longer needed.

6. Contractor shall take great care to ensure the existing water main and appurtenances are not damaged. The Contractor will be responsible for repairs to the water main should any damage or leaks occur due to the Contractor’s work.

PART 2 PRODUCTS
Not Used.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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SECTION 01125

MEASUREMENT AND PAYMENT
PART 1 GENERAL

1.01 SUMMARY
A. Section includes description of requirements and procedures for determining amount of Work performed and for obtaining payment for Work performed.

1.02 REFERENCES
A. California Public Contract Code
B. California Code of Civil Procedure
C. California Government Code

1.03 SCOPE OF WORK
A. Work under Contract Documents, or under any Bid Item, allowance, or alternate, shall include all labor, materials, taxes, transport, handling, storage, supervision, administration, and all other items necessary for the satisfactory completion of Work, whether or not expressly specified or indicated.

1.04 DETERMINATION OF QUANTITIES
A. Quantity of work to be paid for under any item for which a unit price is fixed in the Contract Documents shall be, as determined by the Engineer, the number of units of work satisfactorily completed in accordance with Contract Documents or as directed by City. Unless otherwise provided, determination of number of units of work so completed will be based, so far as practicable, on actual measurement or count within prescribed or ordered limits, and no payment will be made for work done outside of limits.

Measurements and computations will be made by methods set forth in Contract Documents. If methods are not so set forth, measurements shall be made in any manner which the City considers appropriate for class of Work measured (e.g., preassigned values, percentage completion, units completed, or incremental milestones). Contractor must immediately inform City of any disputes regarding quantity measurements and shall immediately supply City with any documentation supporting the disputed measurements.

1.05 UNITS OF MEASUREMENT
A. Measurements shall be in accordance with U.S. Standard Measures. A pound is an avoirdupois pound. A ton is 2,000 pounds avoirdupois. The unit of liquid measure is the U.S. gallon.
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1.06 CERTIFIED WEIGHTS
A. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales, or when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing the actual net weights. The Engineer will accept the certificates as evidence of the weights delivered.

1.07 METHODS OF MEASUREMENT
A. Materials and items of work, which are to be paid for on the basis of measurement, shall be measured in accordance with the method stipulated in the particular sections involved. In determining quantities, all measurements shall be made in a horizontal plane unless otherwise specified.

B. Material not used in the work and remaining on a transporting vehicle shall be determined by the Engineer and deducted from the certified tag.

C. When material is to be measured and paid for on a volume basis and it would be impractical to determine the volume, or when requested by the Contractor in writing and approved by the City in writing, the material will be weighed and converted to volume measurement for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the City and shall be agreed to by the Contractor before such method of measurement of pay quantities will be adopted.

D. Full compensation for all expense involved in conforming to the above requirements for measuring and weighing materials shall be considered as included in the unit prices paid for the materials being measured or weighed and no additional allowances will be made, therefore.

E. Quantities of material wasted or disposed of in a manner not called for under the Contract; or rejected loads of material, including material rejected after it has been placed by reason of failure of the Contractor to conform to the provisions of the Contract; or material not unloaded from the transporting vehicle; or material placed outside the lines indicated on the plans or given by the Engineer; or material remaining on hand after completion of the Contract, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.

1.08 BASIS OF PAYMENT
A. Unit Price Quantities: When estimated quantity for specific portions of Work is listed in the Bid, quantity of Work to be paid for shall be actual number of units satisfactorily completed, as determined by City and agreed to by Contractor, in accordance with Contract Documents.

B. Lump Sum: When estimated quantity for specific portion of Work is not indicated and unit is designated as lump sum, payment will be on a lump sum basis for Work satisfactorily completed in accordance with Contract Documents and the approved Schedule of Values. Progress payments will be based on a percentage complete basis for each line item of the accepted Schedule of Values.
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C. City does not expressly, or by implication, agree, warrant, or represent in any manner, that actual amount of Work will correspond with amount shown or estimated and reserves right to increase or decrease amount of any class or portion of Work, to leave out entire Bid Item or Items, or to add work not originally included in Bid or Contract Documents, when in its judgment such change is in best interest of City. No change in Work shall be considered a waiver of any other condition of Contract Documents. No claim shall be made for anticipated profit, for loss of profit, for damages, or for extra payment whatsoever, except as otherwise expressly provided for in Contract Documents, because of any differences between the amount of work actually done and estimated amount as set forth herein, or for elimination of Bid Item.

PART 2 DESCRIPTION OF BID ITEMS

2.01 GENERAL
A. The bid items are presented to indicate major categories of the work for purposes of comparative bid analyses, and a preliminary breakdown for monthly progress payments.

Bid items are not intended to be exclusive descriptions of work categories and the Contractor shall determine and include in its pricing all materials, labor, and equipment necessary to complete each Bid Item as shown and specified.

B. Contractor shall perform all work depicted in the Contract Documents whether it is specifically mentioned in the Bid Schedule and bid item descriptions or not. The Bid Schedule and the Bid Item Descriptions below are intended to cover any and all Work depicted in the Contract Documents. Not all elements of every part of the Work are explicitly listed. It is the intention of City and a provision of this Contract, that any and all of the Work depicted shall be included in Contractor’s bid and installed complete at a price included in a Bid Item submitted with Contractor’s bid. No adjustments will be made to unit, extended, or total prices for an item that is depicted in the contract documents but is not specifically described or itemized. Such items may be included for payment in a bid item of the Contractors’ choice, as long as the chosen bid item is closely related.

C. City may remove bid item alternatives from project if easement are not obtain or if the City lacks funding. Contractor shall only proceed with bid alternative items after receiving written notification from the City to proceed with the bid alternatives.

D. The locations referenced in the bid item descriptions below are shown in more detail on the project plans,

2.02 BID ITEM DESCRIPTIONS

1. Mobilization and Demobilization
The contractor shall include in this lump sum bid item full compensation for all labor, supervision, materials, tools, equipment and incidentals, and for all the work involved in mobilization, including, but not limited to, furnishing all specified contract bonds and insurance certificates, required project forms, public notification, transporting equipment, establishing a storage area, sanitary restroom facilities, and all other work not otherwise attributable to any specific bid item and as directed by the Engineer. No additional compensation will be allowed, 188
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therefore. This item shall also include all costs necessary to demobilize at the conclusion of all work. This item may be paid in installments as determined by the Engineer.

2. Pedestrian Control, Traffic Control, and Notification This lump sum bid item includes all work necessary to prepare, implement, and maintain a pedestrian and traffic control plan and notification to residents. This item will be paid on a monthly basis based on the percentage of work that is completed.

3. Shoring
This lump sum bid item includes all work necessary to comply with OSHA, Cal OSHA, and California Labor Code Section 6707, including the preparation of an excavation safety plan. This Bid Item shall include full compensation for completion of all planning, design, engineering fees, furnishing and construction, and removal and disposal of such temporary sheeting, shoring and bracing, complete, as required under the provisions of any permits, and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for this bid item shall be a lump sum basis paid based on the percentage of excavation work completed.

4. Temporary Bypass Pumping and Piping
This lump sum bid item includes all work necessary to prepare, implement, and maintain bypass pumping and sewer flows. This item will be paid on a monthly basis based on the percentage of work that is completed.

5. Water Pollution Control Plan
This lump sum bid item includes all work necessary to prepare and implement a Storm Water Pollution Control Plan and erosion controls plan in conformance with the applicable permits, including the City’s NPDES permit for Storm Water Pollution Prevention. This bid item will be paid on a monthly basis based on the percentage of work that is completed.

6. 6-inch CIPP Lining
The unit price bid per linear foot for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly install cured-in-place pipe (CIPP) lining in an existing 6-inch diameter sewer. This price includes re-instate laterals, site restoration, pre and post construction CCTV inspection, pipe testing, and other items as required to facilitate the construction of the work.

7. 12-inch CIPP Lining
The unit price bid per linear foot for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly install cured-in-place pipe (CIPP) lining in an existing 12-inch diameter pipe. This price includes bypass pre and 189
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post construction CCTV inspection other items as required to facilitate the construction of the work.

8. 6-inch Spot Repair
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools, and services necessary to make a spot repair on the existing 6-inch sewer. This price includes locating utilities, excavation, dewatering, removal of existing pipe segment, installing the new pipe segment, fittings and couplings, modification to manhole where necessary, backfilling, compacting, asphalt restoration, and other items as required to facilitate the construction of the work.

9. Pipe Burst 6-inch with new 8-inch
The unit price bid per linear foot for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to burst the existing sewer main with a new 8-inch pipe. This price includes pre and post construction CCTV inspection, potholing prior to construction, locating and exposing utilities, excavation for insertion pits and any necessary receiving pits, new piping, backfill, compaction, modifications to the manholes, pipe testing, site restoration, asphalt pavement restoration, traffic striping restoration, and other items as required to facilitate the construction of the work.

10. Pipe Bursting Lateral Reconnection
The unit price bid per each for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to reconnect the sewer lateral to the sewer main after pipe bursting the sewer main. This price includes locating utilities, excavation, disconnection of the lateral prior to bursting, reconnection of the lateral after bursting, couplings, backfill, compaction, asphalt pavement or surface restoration, and other items as required to facilitate the construction of the work.

11. Open Trench New 8-inch
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly install new 8-inch diameter sanitary sewer main using open trenching construction methods. This price includes locating utilities, potholing as necessary, trenching, dewatering, backfilling, removing existing pipe where necessary, trench cutoff walls, compacting, installation of new pipe, lateral reconnections, pipe fittings and couplings, modifications to the manholes, asphalt or surface restoration, traffic striping restoration, pre and post construction CCTV inspection, pipe testing, and other items as required to facilitate the construction of the work.
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12. Lateral Extension
The unit price bid per each for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to extend the sewer lateral to the new sewer main. This price includes locating utilities, excavation, installation of new piping and couplings, backfill, compaction, asphalt pavement restoration, and other items as required to facilitate the construction of the work. This Bid item only applies to where the sewer main is re-aligned to the sewer lines that need to be extended to re-connect to the new sewer alignment.

13. New Manhole
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to install a new manhole. This price includes locating utilities, excavation, backfill, compaction, pipe connections, manhole, frame and cover, concrete collar, asphalt or surface restoration, and other items as necessary to facilitate the construction of the work.

14. Abandon Lamphole
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon each sanitary sewer lamphole. This price includes removal of the existing frame, cover, and pipe riser, and other items as required to facilitate the construction of the work.

15. Manhole Abandonment
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon each sanitary sewer manhole. This price includes removal of the existing frame, cover, and cone, filling the manhole as indicated on the plans, and other items as required to facilitate the construction of the work.

16. Abandon 6-inch Sewer
The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to abandon the existing 6-inch sewer. This price includes capping pipe ends with concrete, filling the pipe as indicated on plans, and other items as required to facilitate the construction of the work.

17. HDD New 8-Inch - Hillman
The unit price bid per linear foot for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to horizontal direction drill install new 8-inch pipe at Hillman.

This price includes pre and post construction CCTV inspection, potholing 191
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prior to construction, locating and exposing utilities, excavation for insertion pits and any necessary receiving pits, new piping, backfill, compaction, modifications to the manholes, pipe testing, site restoration, asphalt pavement or surface restoration, traffic striping restoration, and other items as required to facilitate the construction of the work.

18. HDD New 8-Inch - Arden
The unit price bid per linear foot for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to horizontal direction drill install new 8-inch pipe at Arden. This price includes pre and post construction CCTV inspection, potholing prior to construction, locating and exposing utilities, excavation for insertion pits and any necessary receiving pits, new piping, backfill, compaction, modifications to the manholes, pipe testing, site restoration, asphalt pavement or surface restoration, traffic striping restoration, and other items as required to facilitate the construction of the work.

19. HDD Lateral Reconnection
The unit price bid per each for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to reconnect the sewer lateral to the sewer main after HDD pipe install. This price includes locating utilities, excavation, disconnection of the lateral, reconnection of the lateral after HDD install, couplings, backfill, compaction, asphalt pavement or surface restoration, and other items as required to facilitate the construction of the work.

20. CCTV Inspect – Oak Knoll
The unit price bid per linear foot for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to CCTV inspect the existing sewer that is to remain at Oak Knoll as indicated on plans. This price includes cleaning the sewer line prior to inspection.

21. Open Trench Replace Storm Drain with New 15-inch - Pullman The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly remove the existing 12-inch storm drain and replace with a new 15-inch storm drain using open trenching construction methods on Pullman. This price includes locating utilities, potholing as necessary, trenching, dewatering, backfilling, compacting, installation of new pipe, pipe fittings and couplings, modifications to the inlets, asphalt restoration, traffic striping restoration, pre and post construction CCTV inspection, wooden retaining wall restoration, and other items as required to facilitate the construction of the work.

22. Open Trench Replace 12-inch Storm Drain - Comstock
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The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly replace the 12-inch storm drain using open trenching construction methods on Comstock. This price includes locating utilities, potholing as necessary, trenching, dewatering, backfilling, compacting, installation of new pipe, pipe fittings and couplings, modifications to the inlet and manhole, asphalt restoration, curb and gutter restoration as necessary, traffic striping restoration, pre and post construction CCTV inspection, and other items as required to facilitate the construction of the work.

23. Open Trench Replace 15-inch Storm Drain – Monte Cresta The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly replace the three sections of 15-inch storm drain using open trenching construction methods on Monte Cresta.

This price includes locating utilities, potholing as necessary, trenching, dewatering, backfilling, compacting, installation of new pipe, pipe fittings and couplings, modifications to the manholes, asphalt restoration, curb and gutter restoration as necessary, traffic striping restoration, pre and post construction CCTV inspection, and other items as required to facilitate the construction of the work.

24. Open Trench Replace Storm Drain with New 12-inch - Haskins The unit price bid per linear foot for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to furnish and properly remove the existing 8-inch and 12-inch storm drain and replace with a new 12-inch storm drain using open trenching construction methods near Haskins. This price includes locating utilities, potholing as necessary, trenching, dewatering, backfilling, compacting, installation of new pipe, pipe fittings and couplings, modifications to the manhole, asphalt restoration, traffic striping restoration, pre and post construction CCTV inspection, restoration, and other items as required to facilitate the construction of the work.

25. Remove Lamphole and Install New Manhole
The unit price bid per each for this bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to remove the existing lamphole or mainline cleanout and install a new manhole. This price includes locating utilities, excavation, backfill, compaction, pipe connection, manhole, frame and cover, concrete collar, asphalt restoration, and other items as necessary to facilitate the construction of the work.

26. Replace Manhole Frame and Cover
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools and services 193
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necessary to replace manhole frame and cover. This price includes excavation, installation of new manhole frame and cover, new concrete collar, site restoration, and other items as required to facilitate the construction of the work.

27. Raise Manhole and Replace Frame and Cover
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to raise manhole rim in easements as detailed on the plans and specified herein. This price includes excavation, installation of new manhole grade rings, frame and cover, site restoration, and other items as required to facilitate the construction of the work.

28. Grout Grade Rings and Chimney
The unit price bid per each for this bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to grout grade rings and chimney. This price includes cleaning, grouting grade rings and chimney, and other items as required to facilitate the construction of the work.

29. Manhole Rehabilitation – Coat Manhole
The unit price bid per each for the following bid items shall constitute full compensation for all material, labor, equipment, tools and services necessary to rehabilitate manholes per Section 09900. This price includes any necessary cleaning, grout to repair existing manhole, removal of any existing ladder rungs, coating interior of the manhole, and other items as required to facilitate the construction of the work.

30. Replace Inlet
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to remove the existing inlet and install a new inlet. This price includes locating utilities, excavation, removal of existing inlet, backfill, compaction, pipe connections, inlet, frame and cover, surface restoration, and other items as necessary to facilitate the construction of the work.

31. Replace Inlet Cover
The unit price bid per each for the following bid item shall constitute full compensation for all material, labor, equipment, tools and services necessary to remove the existing inlet cover and install a new frame and grate. This price includes installation of a new frame, installation of new custom sized grate cover, and other items as necessary to facilitate the construction of the work.
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2.03 CONTRACTOR'S COST BREAKDOWN
A. The Contractor shall submit a Schedule of Values to the Engineer at the preconstruction conference. The price breakdown, as agreed upon by the Contractor and the Engineer, shall be used for preparing future estimates for partial payments to the Contractor, and shall list the major items of work with a price fairly apportioned to each item. Overhead and other general costs and profit shall be prorated to each item so that the total of the prices for all items equal the lump sum price.

B. The price breakdown shall be generally in the same format as the Contract specifications divisions and subdivisions, with major items of work listed individually. The price breakdown shall be by structural, civil, landscaping, or other logical division of work.

The price breakdown shall include separate allowances for any testing and startup work required. Measurable approximate quantities of work performed by the Contractor or its subcontractors shall be provided. For quantities that are the sum total of several individual quantities, backup summaries shall be provided which list the individual descriptions and quantities. These summaries then will be used to determine the quantities of work in place in subsequent progress payment requests.

C. The above is a statement of the intent of the Contract Documents to provide a moderate level of detail, acceptable to the Engineer, to allow a fair and reasonable estimate to be made of the value of work installed. The detail of the price breakdown must be sufficient to provide timely processing of the monthly progress payment request.

D. The price breakdown will be subject to the approval of the Engineer, and upon request, the Contractor shall substantiate the price for any or all items and provide additional level of detail, including quantities of work. The price breakdown shall be sufficiently detailed to permit its use by the Engineer as one of the bases for evaluating requests for payments. The Engineer shall be the sole judge of the adequacy of the price breakdown.

E. The Schedule of Values shall be solely used to determine progress payments. The Schedule of Values shall not be considered in determining payment or credit for additional or deleted work.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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SECTION 01300

CONTRACTOR SUBMITTALS
PART 1 GENERAL

1.01 GENERAL
A. Wherever submittals are required hereunder, all such submittals by the CONTRACTOR shall be submitted to the ENGINEER.

B. Within 14 business days after the date of commencement as stated in the Notice to Proceed or at Preconstruction Conference, which may occur within 10 working days of the date of commencement, the CONTRACTOR shall submit the following items to the ENGINEER for review:

1. A preliminary schedule of Shop Drawings, Samples, and proposed Substitutes ("OrEqual") submittals listed in the Bid.

2. A list of all permits and licenses the CONTRACTOR shall obtain indicating the agency required to grant the permit and the expected date of submittal for the permit and required date for receipt of the permit.

1.02 MEASUREMENT AND PAYMENT
A. Full compensation for conforming to the Provisions of this Section will be considered as included in the prices paid for the various items of Work and no additional compensation will be allowed, therefore.

1.03 SUBMITTAL TIMING
A. The CONTRACTOR shall submit the following items to the ENGINEER for review one week prior to the pre-construction conference:

1. Proposed construction schedule for entire project.

2. Proposed Traffic Control Plans (see Section 01120-1.11) B. At the pre-construction conference referred to in the Special Provisions, the CONTRACTOR shall submit the following items to the ENGINEER for review:

1. A preliminary list of submittals.

2. A list of all permits and licenses the CONTRACTOR shall obtain indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. Proposed Resident notification letter

4. A 21-day plan of operation.

5. Sewer bypass plan (see Section 01531)

6. Water Pollution Control Plan (WPCP)

7. Sanitary Sewer Overflow (SSO) Emergency Response Plan C. Contractor shall submit all pre-construction CCTV inspection videos and reports within 20 working days of the notice to proceed. Contractor shall identify any additional repairs that are necessary for proper installation of CIPP liners within 20 working days of the notice to proceed.
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D. Contractor shall prioritize submittals with long lead times and submit them early in order to provide sufficient time for review and response.

1.04 SHOP DRAWINGS
A. Wherever called for in the Contract Documents, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, 4 copies of each shop drawing submittal. The term "Shop Drawings" as used herein shall be understood to include detail design calculations, shop drawings, fabrication, and installation drawings, erection drawings, list, graphs, catalog sheets, data sheets, and similar items. Whenever the CONTRACTOR is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an ENGINEER registered in the appropriate branch and in the state wherein the project is to be built, unless otherwise directed.

B. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

C. Except as may otherwise be indicated herein, the ENGINEER will return prints of each submittal to the CONTRACTOR with its comments noted thereon, within 14 working days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the ENGINEER's review beyond the second submittal. The ENGINEER'S maximum review period for each submittal, including all resubmittals, will be 14 working days per submittal. In other words, for a submittal that requires two resubmittals before it is complete, the maximum review period for that submittal could be 28 working days. No extension of Contract Time will be granted for delays due to resubmittals that are reviewed within the number of days specified.

D. If the submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," formal revision and resubmission of said submittal will not be required.

E. If the submittal is returned to the CONTRACTOR marked "MAKE CORRECTIONS NOTED," formal revision and resubmission of said submittal will not be required.

F. If the submittal is returned to the CONTRACTOR marked "REVISE AND RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.

G. If a submittal is returned to the CONTRACTOR marked "REJECTED-RESUBMIT," the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.
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H. Fabrication of an item shall be commenced only after the ENGINEER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED.” Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for changes to the contract requirements.

I. All CONTRACTOR shop drawings submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submittal to the ENGINEER.

Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. In the case of shop drawings, each sheet shall be so dated, signed, and certified. No consideration for review by the ENGINEER of any CONTRACTOR submittals will be made for any items which have not been so certified by the CONTRACTOR. All non-certified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

J. The ENGINEER's review of CONTRACTOR shop drawings submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in CONTRACTOR submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

1.05 CONTRACTOR'S SCHEDULE
A. Prepare construction schedule showing sequence of activities and any proposed shutdowns.

B. Preliminary construction schedule submitted five days prior to Pre-Construction Meeting.

C. Update construction schedule on monthly basis and submit with request for Progress Payment.

1.06 RECORD DRAWINGS
A. The CONTRACTOR shall keep and maintain, at the job site, one record set of Drawings.

On these, it shall mark all project conditions, locations, configurations, and any other changes or deviations which may vary from the details represented on the original Contract Drawings, including buried or concealed construction and utility features which are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the locations indicated, or which were not indicated on the Contract Drawings. Said record drawings shall be supplemented by any detailed sketches as necessary or directed to indicate, fully, the WORK as actually constructed. These master record drawings of the CONTRACTOR's representation of as-built conditions, including all revisions made necessary by addenda and change orders shall be maintained up to date during the progress of the WORK.

B. Record drawings shall be accessible to the ENGINEER at all times during the construction period.
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C. Final payment will not be acted upon until the CONTRACTOR prepared record drawings have been prepared and delivered to the ENGINEER. Said up-to date record drawings shall be in the form of a set of Contract Documents prints with any changes from the original Contract Documents carefully plotted on the prints in red ink.

D. Upon substantial completion of the WORK and prior to final acceptance, the CONTRACTOR shall finalize and deliver a complete set of record drawings to the ENGINEER for transmittal to the OWNER, conforming to the construction records of the CONTRACTOR. This set of drawings shall consist of corrected drawings showing the reported location of the WORK and shall become the property of the OWNER. The information submitted by the CONTRACTOR and incorporated by the ENGINEER into the Record Drawings will be assumed to be correct, and the CONTRACTOR shall be responsible for the accuracy of such information, and for any errors or omissions which may appear on the Record Drawings as a result.

PART 2 PRODUCTS
Not Used.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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SECTION 01354

HAZARDOUS MATERIALS CONDITIONS AND PROCEDURES
PART 1 GENERAL

1.01 DESCRIPTION
A. Section includes description of existing site conditions, general requirements, and procedures for work in the presence of hazardous materials, and requirements for personal protective equipment, training, and monitoring.

B. Requirements of this section apply to the Work or any portion thereof which involves disturbance of or exposure to hazardous materials.

1.02 DEFINITIONS
A. Hazardous Materials: Materials consisting of or containing any substances defined, regulated or listed as hazardous substances, hazardous materials, hazardous wastes, health hazards, toxic waste, pollutant or toxic substances or similarly identified as hazardous to human health or the environment in or pursuant to CERCLA, the Hazardous Materials Transportation Act, RCRA, the Clean Water Act, California Health and Safety Code, the Clean Air Act, the California Water Code or any other appropriate regulation or law including without limitation friable asbestos, polychlorinated biphenyls, petroleum, natural gas and synthetic fuel products and by-products.

B. Personal Protective Equipment (PPE): Individually donned equipment and clothing used in conjunction with appropriate engineering controls and work practices to protect project workers from unacceptable risk related to the handling of soil, building material, or groundwater impacted with hazardous materials.

C. Training and Personnel Monitoring – Labor, materials, equipment, and analyses, utilized to provide appropriate baseline and ongoing training, communication, and verification, including medical surveillance (if needed), of conditions related to employee exposure to hazardous materials.

D. Contaminated Materials:

1. Contaminated Soil: Soil that cannot be disposed of at a Class II or III landfill/disposal site.

2. Contaminated Water: Ground water from dewatering operations containing constituents at measured levels in excess of permit thresholds for discharge into the sanitary sewer system.

3. Contaminated Sludge: Sludge, sediment and debris removed from the sanitary sewer facilities that cannot be disposed of at a Class II or III landfill/disposal site.

4. Site materials, whether existing or new, other than soil or water that cannot be disposed of at a Class II or III landfill/disposal site shall also be considered as contaminated material.
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1.03 SUBMITTALS
A. Hazardous Materials Site-Specific Health and Safety Plan (HMSSHASP): Submit for acceptance by the Engineer within 21 days after Notice to Proceed.

B. Amendments: Submit amendments to the HMSSHASP for review and acceptance by the Engineer as they occur.

C. Contaminated Soil Excavation and Disposal Work Plan (CSEDWP):

1. The CONTRACTOR shall prepare and submit to the ENGINEER for approval a CSEDWP. The plan shall be approved prior to beginning any excavation work.

2. The CSEDWP shall address the management of contaminated soils and ground water that may be encountered during the prosecution of the Work. All contaminated material encountered in work areas shall be disposed of at a landfill/disposal site approved for the type of material encountered.

3. The CSEDWP shall address removal and disposal procedures for contaminated soils encountered along the pipeline alignments. The Plan will provide, at a minimum, the following information:
a. The name(s) and address(es) of Subcontractor(s) for work of this Section. b. As discussed in 2.01, the methodology for all waste tracking activities to prevent the occurrence of cross contamination; excavation methods detailing operations necessary to ensure no blending of contaminated soil with noncontaminated soil; and temporary stockpiling methods. c. Corporate name, address, and contact person information (name, telephone, and fax number) of all hazardous waste transporters. Include proof of current permit, license, and/or authorization to transport hazardous waste within the state.
d. Disposal facility information described in 2.01 herein. e. The CONTRACTOR shall submit documentation certifying that all contaminated materials were transported to, accepted, and disposed of, at the disposal facility.

1.04 EXISTING SITE CONDITIONS
A. Contaminated Material:

1. The Contractor may encounter contaminated materials (as defined herein) on work site surfaces or within equipment that may be abandoned on-site or demolished and removed from site.

2. The City is not aware of substantial contamination at these Work sites, but given the historic use of the facilities, contaminated material could include lead-based paint, residual solvents, and petroleum hydrocarbons from maintenance activities.

1.05 GENERAL REQUIREMENTS
A. No work that disturbs existing structures, soil, or groundwater containing hazardous materials shall be performed until the Hazardous Substance Site-Specific Health and Safety Plan is reviewed and accepted by the Engineer.

B. Documentation:

1. Maintain logs on-site of monitoring equipment calibration.

2. Maintain logs on-site of the results of field monitoring measurements. 201
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3. Maintain copies on-site of any laboratory analytical results associated with health and safety monitoring.

C. Contractor shall comply with the following general work practices:

1. Do not smoke, chew gum, apply cosmetics, or consume food and beverages in areas where hazardous materials are being handled.

2. Wash hands thoroughly before eating, smoking, or drinking.

3. Do not store food in areas where it may come in contact with hazardous materials, including soil and dusts.

4. To the extent practical, stay upwind from operations that emit vapors, gases, or particulates.

5. Clean clothing and footwear upon leaving jobsite and prior to entering any vehicle, mobile equipment, or office.

6. Clean vehicle interiors and handheld tools as needed to prevent accumulation of particulates.

D. Follow guidelines for the selection and use of proper personal protective equipment as outlined in the applicable job safety or task hazard analysis from the Hazardous Material Site Specific Health and Safety Plan. At a minimum all Contractor personnel that may come into contact with site soils shall be suitably dressed to perform their work in a safe manner that minimizes exposure to soil and does not interfere with their hearing, vision, or free use of their hands or feet. The following minimum PPE shall be worn by all Contractor employees who may come into contact with site soils:

1. Waist length shirts with sleeves.

2. Trousers covering the entire leg.

3. Work boots.

4. Eye protection meeting the latest American National Standard for Occupational and Educational eye and face protection.

5. Work gloves when handling soil or hand tools in contact with soil.

6. Additional equipment may modify this minimum requirement and, if required, will be outlined in the Hazardous Material Site Specific Safety and Health Plan as part of the job safety or task hazard analysis.

E. Use equipment, in addition to the minimum outlined herein, if listed in the Hazardous Material Site Specific Safety and Health Plan as part of the job safety or task hazard analysis.

1.06 HAZARDOUS MATERIALS SITE-SPECIFIC HEALTH AND SAFETY PLAN A. Prepare a Hazardous Materials Site-Specific Health and Safety Plan (HMSSHASP) for all site personnel in accordance with the federal OSHA, and Cal/OSHA regulations.

1. The Plan shall include:
a. Provisions specific to handling soils and ballast containing elevated concentrations of petroleum hydrocarbons, poly-nuclear aromatic hydrocarbons, and the metals lead and arsenic.
b. Additional information or procedures as determined necessary by the Contractor for safe performance of work in the presence of hazardous materials.

B. Implement the HMSSHASP, including use of engineering controls, providing its site personnel with the appropriate training and monitoring and personal protective 202
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equipment (PPE) based upon the type of work to be performed and the associated hazard, and ensuring proper use of PPE and compliance with safe work practices. The Contractor shall perform all monitoring necessary to determine the ongoing appropriate level of PPE for the work.

C. The Engineer will have the authority to stop work if, in the opinion of the Engineer, the level of PPE selected by the Contractor is not appropriate or site personnel are not complying with the requirements of the HMSSHASP.

1.07 UNKNOWN HAZARDOUS MATERIALS
A. When the presence of hazardous materials are not indicated in the Contract Documents and the Contractor encounters materials, including groundwater, which the Contractor reasonably believes to be hazardous and the hazardous materials have not been rendered harmless, the Contractor shall immediately cease work in the affected area and report the condition to the Engineer in writing. The Contractor may continue work in unaffected areas reasonably believed to be safe.

B. The Engineer will direct the Contractor as to sampling, testing, disposal, and/or remedial work that might take place either through the Contractor’s forces or City’s own forces or an authorized agent. If the consequent delay of work in the affected area delays a current controlling operation, the delay will be considered in accordance with the Contract General Provisions.

PART 2 PRODUCTS

2.01 CONTAMINATED SOILS
A. The CONTRACTOR shall perform all work of this Section in accordance with the Hazardous Materials Site-Specific Health and Safety Plan. The Hazardous Materials Site-Specific Health and Safety Plan shall contain the information listed below.

B. Hazardous Materials Site-Specific Health and Safety Plan

1. Detail the Methods and Procedures to comply with California Labor Code Section 6401.7, Federal, and Local Health and Safety Laws, Rules and Requirements for the duration of the Contract Times. Include the following:
a. Identification of the certified or licensed safety consultant, who will prepare, initiate, maintain, and supervise safety programs, and procedures. Consultant shall meet the following requirements:
1) Health, Safety, and Environmental (HSE) consultants per OSHA requirements, or
2) Certified Safety Professionals (CSP) per OSHA requirements. b. Procedures for providing workers with an awareness of safety and health hazards expected to be encountered in the course of construction. c. Safety equipment appropriate to the safety and health hazards expected to be encountered during construction. Include warning devices, barricades, safety equipment in public right-of-way and protected areas, and safety equipment used in multi-level structures.
d. Methods for minimizing employees' exposure to safety and health hazards expected during construction.
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e. Procedures for reporting safety or health hazards.
f. Procedures to follow to correct a recognized safety and health hazard. g. Procedures for investigation of accidents, injuries, illnesses, and unusual events that have occurred at the construction site.
h. Periodic and scheduled inspections of general work areas and specific workstations.
i. Training for employees and workers at the jobsite.
j. Methods of communication of safe working conditions, work practices and required personal protection equipment.

2. Assume responsibility for every aspect of Health and Safety on the jobsite, including the health and safety of subcontractors, suppliers, and other persons on the jobsite.
a. Employ additional health and safety measures specified by the Safety Consultant, as necessary, for workers in accordance with OSHA guidelines.

3. Transmit to CITY and ENGINEER copies of reports and other documents related to accidents or injuries encountered during construction.

C. On all portions of the work involving grading or excavation, the CONTRACTOR shall examine soil as evidenced by site history, discoloration, odor, differences in soil properties, abandoned underground tanks or pipes, or buried debris.

1. If the project is not within an area of known soil contamination and no evidence of soil contamination is found, then testing of the soil will only be required if directed by the ENGINEER. The CONTRACTOR shall follow the paragraphs below if contamination is suspected or found.

2. If the work is within an area of known soil contamination or evidence of soil contamination is found, then soil from grading or excavation operations shall be tested.
a. The soil shall be managed as required by the governing agencies. b. The CONTRACTOR shall test excavated material suspected of contamination for disposal characteristics.
c. All confirmation and stockpile soil samples for testing shall be submitted to a State-certified analytical laboratory for chemical analysis.

3. If the project is found to be within an area of soil contamination not identified by the CITY in the Contract Documents, a change order shall be negotiated to cover additional work performed by the CONTRACTOR.

D. During excavation, if the CONTRACTOR encounters contaminated soil, the CONTRACTOR shall immediately implement the CSEDWP. Any non-contaminated soil that becomes mixed with contaminated soil shall be designated as contaminated and shall be handled and disposed as such at no additional cost to the CITY.

CONTRACTOR will not be paid for handling and disposal of the volume of noncontaminated soil at the contaminated soil price if it is mixed with contaminated soil.

E. The CONTRACTOR shall temporarily stockpile excavated soil in piles not exceeding a volume of 500 cubic yards pending soil characterization and analytical results.

Stockpiles shall be securely barricaded and clearly labeled. Excavated material will not have to be segregated into different stockpiles for sampling and disposal. However, if a clearly segregable material is encountered (railroad ballast or other soil that is stained, odorous, or discolored) the material shall be stockpiled separately and sampled for disposal characteristics.
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F. Contaminated soils stored at the temporary stockpile area shall be covered with visqueen material to prevent the migration of contaminants from the material. CONTRACTOR shall provide temporary berms constructed of clean soil or hay bales and covered with visqueen to contain runoff from the stockpiled soil. Visqueen material shall have a thickness of at least 10 milli-inches. CONTRACTOR shall recover all rainwater or other water that collects in the temporary stockpile area.

G. The CONTRACTOR shall implement a material tracking system to track all contaminated soil between collection, excavation, stockpiling or storage, sampling and testing, and final disposition. The waste tracking system shall include identification of the source of the soil (location, depths, and date of excavation) and stockpile or storage location.

1. The CONTRACTOR shall identify a minimum of one landfill that is permitted to and will accept the contaminated soils expected for disposal. The CONTRACTOR shall select landfills that are established, fully operational, and in full compliance with all applicable federal, state, and local regulations.

H. All construction equipment used for the handling of contaminated material shall be decontaminated prior to use for other work elements or removal from site.

2.02 CONTAMINATED WATER
A. The CONTRACTOR shall perform all work of this Section in accordance with the Construction Safety Plan described in this specification.

B. The CONTRACTOR shall contain and properly dispose of all water generated from excavation work in contaminated areas, as described in this Section.

C. The CONTRACTOR shall test excavated ground water for disposal characteristics. The CONTRACTOR shall allow the suspended particles to settle out of solution prior to testing water. Water samples taken during initial studies included suspended particles that contained metals. All confirmation samples will be submitted to a State-certified analytical laboratory for chemical analysis.

D. During excavation operations, if the CONTRACTOR encounters contaminated water, the CONTRACTOR shall immediately implement the CSEDWP. Any noncontaminated water that becomes mixed with contaminated water shall be designated as contaminated water and shall be handled and disposed as such at no additional cost to the CITY. CONTRACTOR will not be paid for handling and disposal of the volume of non-contaminated water at the contaminated price if it is mixed with contaminated water.

E. The CONTRACTOR shall temporarily store water from dewatering activities pending water characterization and analytical results. Stored water shall be clearly labeled.

Contractor shall install in-line filtration system prior to disposal for water if required by disposal facility.

F. The CONTRACTOR shall identify a minimum of one disposal site that is permitted to and will accept the contaminated water expected for disposal. The CONTRACTOR shall select facilities that are established, fully operational, and in full compliance with all applicable federal, state, and local regulations.
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G. All construction equipment used for the handling of contaminated material shall be decontaminated prior to use for other work elements or removal from site.

PART 3 EXECUTION

3.01 HAZARDOUS MATERIALS INDEMNITY
A. From and after CONTRACTOR undertakes work on the property subject to this Agreement, CONTRACTOR shall indemnify, defend (with counsel selected by CITY) and hold harmless CITY, from and against all Liability concerning CONTRACTOR’s operations on said property. CONTRACTOR and CITY agree that upon receipt of any notices of a release or potential release of Hazardous Materials during work on the property subject to this Agreement or transportation to or from the disposal facility at which the hazardous soils may be placed, the parties will provide prompt notice to the other. CONTRACTOR shall timely initiate and diligently pursue and complete all appropriate response, remediation, and removal actions for the release, within the deadlines specified by applicable laws and regulations.

B. So long as CONTRACTOR is not in material breach hereof, and is discharging its defense and indemnity obligations in a reasonable and responsible manner for a Liability, and it has accepted and is discharging responsibility hereunder for such liability without any reservation of rights, CITY hereby assigns to CONTRACTOR all of its present and future rights to recover, or receive contribution, from any and all potentially responsible third parties for those costs, expenses and fees incurred by CONTRACTOR pursuant to this Indemnity. Subject to the foregoing, CITY hereby also assigns its rights to CONTRACTOR to bring an action against or otherwise cause any or all of such potentially responsible parties to take responsive actions, and to remove and remediate the Hazardous Materials. Each party agrees to cooperate fully with the other in the preservation and prosecution of all such claims and private enforcement actions.

C. So long as CONTRACTOR is not in material breach hereof, and is discharging its defense and indemnity obligations in a reasonable and responsible manner for a Liability, and it has accepted responsibility hereunder for such liability without any reservation of rights, CONTRACTOR shall have control over the defense of such Liability without any reservation of rights, and over all negotiations relating to the settlement thereof. CONTRACTOR's exercise of control over settlements shall not relieve CONTRACTOR of its indemnity and defense obligations to CITY.

3.02 HAZARDOUS MATERIAL AND WASTE MANAGEMENT
A. Storage: The CONTRACTOR shall label and store all hazardous materials, such as pesticides, paints, thinners, solvents, and fuels; and all hazardous wastes, such as waste oil and antifreeze; in accordance with all applicable local, State and Federal regulations.

1. The CONTRACTOR shall store all hazardous materials and all hazardous wastes in accordance with secondary containment regulations, and it is recommended that these materials and wastes be covered, as needed, to avoid potential management of collected rainwater as a hazardous waste.

2. The CONTRACTOR shall keep an accurate, up-to-date inventory, including, but not limited to, Material Safety Data Sheets (MSDSs) of hazardous materials and 206
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hazardous wastes stored on-site, to assist emergency response personnel in the event of a hazardous materials incident.

B. Usage: When rain forecast within 24 hours or during wet weather, the Engineer may prevent the CONTRACTOR from applying chemicals in outside areas. The CONTRACTOR shall not over-apply pesticides or fertilizers and shall follow material manufacturer's instructions regarding uses, protective equipment, ventilation, flammability, and mixing of chemicals.

C. Disposal: The CONTRACTOR shall arrange for regular hazardous waste collection to comply with time limits on storage of hazardous wastes. The CONTRACTOR shall dispose of hazardous waste only at authorized and permitted Treatment, Storage, and Disposal Facilities, and use only licensed hazardous waste haulers to remove the waste off-site, unless quantities to be transported are below applicable threshold limits for transportation specified in State and Federal regulations. CONTRACTOR shall ensure that CITY receives a copy of the Uniform Hazardous Waste Manifest form completed by the hazardous waste facility that accepted said materials. ***END OF SECTION***
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SECTION 01505

MOBILIZATION/DEMOBILIZATON
PART 1 GENERAL

1.01 GENERAL
A. Mobilization shall include the obtaining of all permits; moving onto and off of the site of all personnel and equipment; furnishing and erecting temporary facilities, temporary fence, and other construction facilities, including the dismantling and removal of such facilities; and implementing security requirements; all as required for the proper performance and completion of the WORK. Mobilization shall include the following principal items:

1. Moving on to the site of all CONTRACTOR's equipment required for first month operations.

2. Providing on-site sanitary facilities and potable water facilities.

3. Arranging for, erection, and security of CONTRACTOR's work and storage areas.

4. Obtaining all required permits including, but not limited to, City of Belmont Encroachment Permit, discharge permit from the Silicon Valley Treatment Plant, OSHA permits, and all other permits necessary to complete the work.

5. Having all OSHA required notices and establishment of safety programs.

6. Having the CONTRACTOR's superintendent at the job site full time.

7. Submitting initial submittals, including those required for the Preconstruction Conference.

8. Completing the Preconstruction Conference.

9. Obtaining temporary construction water permit and meter from Mid-Peninsula Water District (MPWD). The contractor is responsible for providing a backflow prevention device with current test certification and conveying water to the point of use.

B. Demobilization shall include moving off the site all equipment and temporary facilities; final cleaning of all work sites and the Contractor’s staging area; completion of all punch list items; and submittal of construction record drawings, any required permits signed by the issuing agency, certifications, and operation and maintenance manuals.

PART 2 PRODUCTS
Not Used.

PART 3 EXECUTION
Not Used.
***END OF SECTION***
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SECTION 01531

TEMPORARY FLOW CONTROL
PART 1 GENERAL

1.01 DEFINITION
A. Bypass Pumping: Temporary flow control accomplished by diverting flow away from the Work area using one or more pumps
B. Temporary Flow Control: Reducing, limiting, or excluding flow in or to a sanitary sewer or other facility as required for performing the Work under the Contract. Draining, handling, and disposal of sanitary sewage from pipelines and other facilities as required for performing the Work under the Contract is also part of temporary flow control.

C. Temporary Flow Control Plan: Plan prepared by Contractor containing complete information on how Contractor proposes to perform temporary flow control in accordance with specified requirements.

1.02 SYSTEM DESCRIPTION
A. Provide facilities and controls required to intercept, convey, and discharge sanitary sewer flows to downstream and/or adjacent gravity sewer lines at all times during Construction.

B. Include standby and emergency equipment as specified herein, and as necessary to adequately convey the inflows.

C. The estimated flow rates are indicated on the drawings.

D. Bypass pumping system shall be sufficient to pump Peak Wet Weather Flows (PWWF) or 50 gallons per minute (gpm), whichever is greater.

E. Conform to regulatory requirements.

F. Protect water resources, wetlands, and other natural resources.

G. Temporary flow control shall be done in a manner that will not damage private or public property or create a nuisance or public menace. Flow shall be conveyed in enclosed pipes that are adequately protected from traffic or other hazards.

1. Above ground bypass piping is not allowed within the travel lanes of any roadway during non-construction hours.

H. Bypass systems that are left in place unsupervised (i.e. during non-working hours), shall be a completely redundant system, with alarms that will alert the Contractor and City if desired, of issues that occur on the system. Minimum measures needed to be completely redundant include a backup pump (capable of conveying the entire design peak flow rate), backup power, and backup water level monitor/floats.

1.03 SITE CONDITIONS
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A. Obtain approval and secure permits for placement of temporary flow control facilities within public right-of-ways (City).

B. Existing facilities are shown on Drawings.

1.04 SUBMITTALS
A. Temporary Flow Control and Bypass Plan.

B. Emergency Cleanup Plan.

C. Emergency Contact Information.

D. Names and qualifications of industrial hygienist and standby cleanup Subcontractor, including but not limited to, certification by the Institute of Inspection, Cleaning, and Restoration Certification (IICRC).

E. Information describing equipment and materials to be used and showing conformance with specified requirements.

1.05 QUALITY ASSURANCE
A. Qualifications:

1. Industrial Hygienist and Cleanup Subcontractor: Certified by the Institute of Inspection, Cleaning, and Restoration Certification (IICRC).

2. Temporary Flow Control System Designer: Professional engineer who has at least 5 years’ experience in design of such systems and who is registered in the State of California.

PART 2 MATERIALS

2.01 GENERAL REQUIREMENTS
A. Provide materials and equipment that will ensure continuous and successful operation of temporary flow control systems.

B. Contractor shall regularly inspect the bypass system and repair or modify systems, as necessary.

C. Unless otherwise shown or specified, materials and equipment may be new or used at Contractor’s option.

2.02 PLUGS
A. Provide with taps for connection of pressure gauges and air hoses, and flow-through capability.

B. Pipe Diameters 24 Inches and Smaller: Use mechanical plugs with rubber gaskets or pneumatic plugs with rubber boots.
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2.03 PUMPS
A. Provide full pumping redundancy that will be automatically implemented immediately upon failure of primary pump.

B. Pumps shall be fully automatic, self-priming units that do not require use of foot valves or vacuum pumps in priming system.

C. Pumps shall be solids handling design with ability to pump 2-inch diameter sphere.

D. Pumps shall be able to run dry for long periods of time to accommodate cyclical nature of flows.

E. Engine: Equipped to minimize noise. Noise levels shall not exceed 55 dBA at a distance of 50 feet from source

2.04 GENERATOR
A. Generator shall be able to simultaneously start and run electric powered pumps required for flow to be controlled.

B. Equipped to minimize noise. Noise levels shall not exceed 55 dBA at a distance of 50 feet from source.

C. Include automatic transfer switch if flow control system is to operate unattended.

D. Contractor is responsible for providing all fuel required during bypass pumping. Contractor shall fill the existing fuel tank upon completion of bypass pumping.

E. Temporary generators shall be registered with the California Air Resource Board (ARB) and shall meet all ARB and Bay Area Air Quality Management District (BAAQMD) requirements.

2.05 LEVEL SENSORS, ALARM AND NOTIFICATION SYSTEM
A. Provide redundant backup level sensors that will automatically start and stop the pumps in the event of a primary level sensor failure.

B. At a minimum, the Contractor shall maintain high level and power failure alarms at all times during bypass pumping. The existing pump station alarm system can be used during construction where feasible and applicable.

2.06 STANDBY EQUIPMENT
A. Standby equipment shall be on site during bypass pumping operations include:

1. Standby Pump with capacity to meet the required flows if the primary pump failure.

2. Power Generator: Backup power generator is required, capable, or starting and running the pumps in case primary power fails.
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PART 3 EXECUTION

3.01 EXAMINATION
A. Install temporary flow control facilities only within public right-of-way, Owner’s property, temporary construction easement, permanent easement, or easement obtained by Contractor.

B. Operate and maintain temporary flow control 24 hours per day, 7 days per week, including without limitation, holidays, as required to control flows.

C. Bypass pumping equipment shall remain in place until the new pump station is fully function and has passed all testing requirements. Promptly remove temporary flow control facilities as soon as they are no longer needed.

D. Sewage shall not be conveyed within the soil in open trenches at any time during construction.

3.02 TEMPORARY FLOW CONTROL PLAN
A. Prepare and submit Temporary Flow Control Plan at least 30 days before starting the Work requiring temporary flow control; include following information:

1. Drawings indicating location of temporary sewer plugs and bypass discharge lines.

2. Locations where flow will be intercepted and discharged.

3. Complete descriptions and performance characteristics of pumps, electric power generators, and standby equipment.

4. Acoustical information for equipment to be used showing compliance with noise control requirements.

5. Details of temporary force mains, including horizontal and vertical alignments, pipe materials, protection of existing buried and aboveground facilities and improvements, maintenance of traffic and access to properties.

6. Design calculations proving adequacy of temporary system and selected equipment to convey all flows.

7. Drawings showing layouts and configurations of temporary flow control facilities and also showing locations relative to right-of-way easement, and property boundaries.

8. Drawings and design calculations of temporary bulkheads and plugs.

9. Drawings and design calculations for thrust restraint of temporary piping.

10. Details of system controls and control logic; include diagrams and narrative.

11. Anticipated schedule for the Work.

12. Other information to completely describe temporary flow control facilities and conformance to specified requirements.

3.03 EMERGENCY CLEANUP PLAN
A. Prepare and submit not less than 60 days before scheduled date of temporary flow control activities. As a minimum plan shall include the following:

1. Procedures for removal of water.

2. Procedures for determining nature and extent of damage and required restoration where restoration is possible.

3. Provide for industrial hygienist and standby Subcontractor for cleanup of exterior and building interior spaces that might be affected by a spill, backup, or overflow. Industrial hygienist and cleanup Subcontractor shall be certified by the Institute of Inspection, 212
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Cleaning, and Restoration Certification (IICRC) and follow IICRC S500 Standard and Reference Guide for Professional Water Damage Restoration for cleanup of Category 3 water.

3.04 BLOCKING FLOW
A. Flow control may consist of blocking flow with mechanical or pneumatic plugs if only small amount of flow needs to be controlled and adequate storage is available.

B. Use primary and secondary plugs for each flow control location.

C. When blocking flow is no longer needed for performance and acceptance of the Work, remove plugs in a manner that permits sewage flow to slowly return to normal without surcharging or causing other major disturbances downstream.

D. Remove temporary plugs at end of each working day and restore normal flow. If downstream work is not or cannot be completed during workday provide, operate, and maintain bypass pumping system or other method of flow control to accommodate flows.

3.05 PIPING
A. Minimize disturbance of existing utilities.

B. Where temporary flow control pipelines cross streets and private driveways, install pipeline in trench and cover with temporary pavement.

C. Installation of bypass pipelines is prohibited in salt marsh/wetland areas.

3.06 TEMPORARY SANITARY SEWAGE FLOW REDUCTION
A. Contractor may request sewer service customers upstream of the Work area to reduce or curtail sewer flow, only when approved by City. The following notices must occur if approved.

1. First Notice: Not less than 1 week nor more than 2 weeks prior to when sewer flow deduction or curtailment is requested.

2. Second Notice: Not more than 24 hours nor less than 12 hours prior to when sewer flow deduction or curtailment is requested.

B. When service lateral must be disconnected from main, temporary piping and connections shall be made to provide continuous sewer service at all times during construction.

C. Promptly notify sewer service customers that were requested to reduce sewer flow when the Work is complete and full uninterrupted service restored.

D. Contractor shall be responsible for control of sewage flows and under no circumstances be entitled to rely on flow reduction by upstream sewer service customers.

3.07 FIELD QUALITY CONTROL
A. Hydrostatic Pressure Test for Pump Bypass Systems:
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1. Prior to operation, test bypass piping with the maximum operating pressure of system.

Repair or replace any section of pipes that are leaking before start of bypass pumping operations.

B. Bypass System Inspection:

1. Contractor shall periodically inspect the upstream manholes and bypass pumping system to ensure that no overflows or leaks are occurring. ***END OF SECTION***
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SECTION 01550

TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: temporary facilities for the project including sanitary facilities, storage of materials, safety requirements, first aid equipment, fire protection, security measures, protection of the Work and property, access roads and parking, environmental controls, disposal of trash, debris and excavated material, and pest and rodent control.

1.02 CONTRACTOR’S RESPONSIBILITY
A. Comply with applicable requirements as specified in other Sections.

1. Maintain and operate temporary facilities and systems to assure continuous service.

2. Modify and extend systems as Work progress requires.

3. Completely remove temporary materials and equipment when their use is no longer required.

4. Restore existing facilities used for temporary services to specified or to original condition.

5. Maintain sewer service as described in Section 01531.

1.03 TEMPORARY UTILITIES
A. Obtaining Temporary Service:

1. Make arrangements with utility service companies for temporary services as necessary to compete the work.

2. Abide by rules and regulations of the utility service companies or authorities having jurisdiction.

3. Be responsible for utility service costs until the Work is substantially complete. Included are fuel, power, light, heat, water, and other utility services necessary for execution, completion, testing, and initial operation of the Work.

B. Water:

1. Provide water required for and in connection with Work to be performed or for other use as required for proper completion of the Work.

2. The Contractor is responsible for obtaining temporary construction water permit and meter from Mid-Peninsula Water District (District). The contractor is responsible for providing a backflow prevention device with current test certification and conveying water to the point of use.

3. Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel and Engineer or his Representatives.

C. Electricity and Lighting:

1. Provide electric power service as required for the Work. Provide power for operation of the Contractor’s equipment, or for any other use by Contractor.

D. Sanitary Facilities:

1. Provide and maintain sanitary facilities for persons on the job site; comply with the regulations of State and local departments of health.
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2. Enforce the use of sanitary facilities by construction personnel at the job site. Such facilities shall be enclosed. Pit-type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem; have sewer and waste hauled off-site and properly disposed in accordance with applicable regulations.

3. Locate toilets near the Work site and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work.

1.04 FIELD OFFICE
Not Used.

1.05 STORAGE OF MATERIALS
A. Storage of materials not susceptible to weather damage may be on blocks off the ground.

B. Store materials in a neat and orderly manner. Place materials to permit easy access for identification, inspection, and inventory.

C. Stockpile materials in a way that provides drainage temporary and existing buildings and facilities.

D. Materials and equipment shall not be stored on private property without receiving written approval from property owner.

1.06 SAFETY REQUIREMENTS
A. Conduct operations in strict accord with applicable Federal, State, and local safety codes and statutes and with good construction practice. The Contractor is fully responsible and obligated to establish and maintain procedures for safety of all work, personnel, and equipment involved in the Project.

B. Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Engineer’s representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work or place of work on the job site under this Contract, and after such investigation or inspection, advise the Engineer of the results. Submit one copy of accident reports to Engineer within 10 days of occurrence.

C. Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability. Constantly observe infiltration of liquids into the Work area for visual or odor evidences of contamination, immediate take appropriate steps to seal off entry of contaminated liquids to the Work area.

D. Safety measures, including but not limited to safety personnel, first-aid equipment, ventilating equipment, and safety equipment, in the specifications and shown on the Drawings are obligations of the Contractor.

E. Maintain required coordination with the Police and Fire Departments during the entire period covered by the Contract.
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1.07 FIRST AID EQUIPMENT
A. Provide a first aid kit throughout the construction period. List telephone numbers for physicians, hospitals, and ambulance services in each first aid kit.

B. Have at least one person thoroughly trained in first aid procedures present on the site whenever Work is in progress.

1.08 FIRE PROTECTION
A. Conform to specified fire protection and prevention requirements established by Federal, State, or local governmental agencies and as provided in Contractor's Safety Program.

1.09 SECURITY MEASURES
A. Protect all Work materials, equipment, and property from loss, theft, damage, and vandalism.

Contractor's duty to protect property includes Owner's property used in connection with the performance of the Contract.

B. If existing fencing or barriers are breached or removed for purposes of construction, provide, and maintain temporary security fencing equal to existing.

1.10 PROTECTION OF PUBLIC UTILITIES
A. Prevent damage to existing public utilities during construction. Give owners of utilities at least 48 hours notice before commencing Work in the area, for locating utilities during construction, and for making adjustments or relocation of utilities when they conflict with the proposed Work.

1.11 PROTECTION OF THE WORK AND PROPERTY
A. Preventive Actions:

1. Take precautions, provide programs, and take actions necessary to protect the Work and public and private property from damage.

2. Take action to prevent damage, injury, or loss, including, but not be limited to, the following:
a. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with progress of the Work or the Owner's operations. b. Provide suitable storage for materials which are subject to damage by exposure to weather, theft, breakage, or otherwise.
c. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work.
d. Frequently clean up refuse, rubbish, scrap materials, and debris caused by construction operations, keeping the Project site safe and orderly.
e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways, and other hazardous areas.

3. Obtain written consent from proper parties before entering or occupying with workers, tools, materials, or equipment, privately-owned land.

4. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by 217
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the Contractor to a condition equal to or better than that existing before the damage was done.

B. Barricades and Warning Signals: Where Work is performed on or adjacent to any roadway, right-of-way, or public place, furnish and erect barricades, fences, lights, warning signs, and danger signals; provide watchmen; and take other precautionary measures for the protection of persons or property and protection of the Work. Use barricades painted to be visible at night.

From sunset to sunrise, furnish and maintain at least one light at each barricade. Erect sufficient barricades to keep vehicles from being driven on or into Work under construction. Furnish watchmen in sufficient numbers to protect the Work. Maintain barricades, signs, and lights, and provide watchmen until the Project is accepted by the City.

C. Protection of Existing Structures:

1. Underground Structures:
a. Underground structures are defined to include, but not be limited to, sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work.
b. Known underground structures, including existing siphons are shown on the Drawings. This information is shown for the assistance of the Contractor in accordance with the best information available but is not guaranteed to be correct or complete.
c. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location, to prevent damage to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner. d. Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures.
e. If permanent relocation of an underground structure or other subsurface installations is required and not otherwise provided for in the Contract Documents, the City will direct Contractor in writing to perform the Work, which shall be paid for under the provisions for changes in the Contract Price as described in the City’s General Conditions.

2. Surface Structures: Surface structures are defined as existing buildings, structures, and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are not limited to buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface.

3. Protection of Underground and Surface Structures:
a. Support in place and protect from direct or indirect injury underground and surface structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports, Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. b. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility. Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties, or of making such changes or repairs to their property that may be considered necessary by performance of this Contract.
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c. Notify the owners and/or operators of utilities and pipelines of the nature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures, pipelines, or utilities, give a minimum of 5 working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation. Keep flags in place until construction operation reach and uncover the utility.
d. Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not limited to damage and expense for direct or indirect injury caused by his Work to any structure. Immediately repair damage caused, to the satisfaction of the owner of the damaged structure.

4. Protection of Installed Products:
a. Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed, prior to completion of Work.
b. Control traffic to prevent damage to equipment, materials, and surfaces. c. Provide coverings to protect equipment and materials from damage.

5. Protection of Landscaping
a. The Contractor shall be responsible for the protection of all the trees, shrubs, irrigation systems, fences, and other landscape items adjacent to or within the work area, unless they are directed to do otherwise on the plans. b. In the event of damage to landscape items, the Contractor shall replace the damaged items to the satisfaction of the engineer and the owner or pay damages to the owner as directed by the City.
c. When the proposed pipeline is to be within planted or other improved areas in public or private easements, the Contractor shall restore such areas to the original condition after completion of the work. Restoration shall include a placement of 5 inches of topsoil, resoding, seeding, and replacement of all landscaped items. d. If the Contractor does not proceed with the restoration after completion of the work or does not complete the restoration in a satisfactory manner, the City reserves the right to have the work done and to charge the Contractor for the actual cost of the restoration including all labor, material, and overhead required for restoration.

1.12 ROADS, PARKING, AND TRAFFIC CONTROL
A. See Section 01120 for Traffic Control Requirements.

B. Prevent interference with traffic on existing roads to the maximum extent possible.

C. Designate temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. Locate as approved by City.

D. Minimize use by construction traffic of existing streets and driveways.

E. Do not allow heavy vehicles or construction equipment in existing parking areas.

1.13 ENVIRONMENTAL CONTROLS
A. Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas. 219
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B. Comply with statutes, regulations, and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969, PL 91-190, Executive Order 11514.

C. The City recognizes that the site has considerable natural value and that construction of projects should have minimum impact to the surrounding environment. The Contractor shall adopt construction procedures that do not cause unnecessary excavation and filling of the terrain, indiscriminate destruction of vegetation, air, or stream pollution, nor the harassment or destruction of wildlife.

D. Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Particularly avoid pollution of "on-site" streams, wells, or other water sources.

E. Burning of rubbish, debris, or waste materials is not permitted.

1.14 POLLUTION CONTROL
A. Prepare a Spill Response and Prevention Plan, specific to the Contractor’s means and methods.

Submit prior to mobilization per Section 01300, Contractor Submittals.

B. Provide methods, means, and facilities required to prevent contamination of soil, water, or atmosphere by discharge of noxious substances from construction operations.

C. Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids. Excavate and dispose of any contaminated earth off-site and replace with suitable compacted fill and topsoil.

D. Take special measures to prevent harmful substances from entering public waters. Prevent disposal of wastes, effluents, chemicals, or other such substances adjacent to streams, or in sanitary or storm sewers.