Richmond City Council
June 6, 2023

June 6, 2023

Library and Community Services
Employment & Training

DATE: June 6, 2023
TO: Mayor Martinez and Members of the City Council
FROM:

LaShonda White, Deputy City Manager, Community
Services
Tamara Walker, Deputy Director of Community Services,
Employment and Training Division

Subject:

Submission of the Local Area Subsequent Designation
and Local Board Recertification Application for Program Years 2023-2025
FINANCIAL IMPACT: There will be no fiscal impact on the City of Richmond General Funds.

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
ISSUE:

The Employment and Training Department submitted the
Local Area Subsequent Designation and Local Board
Recertification Application for Program Years 2023-25

RECOMMENDED ACTION:

ACKNOWLEDGE the submission of the Local Area
Subsequent Designation and Local Board Recertification
Application for Program Year 2023-2025, signed by the
Chair of the Richmond Workforce Development Board
and the Mayor of the City of Richmond – Community
Services Department (LaShonda White 510-620-6828/
Tamara Walker 510-307-8006).

AGENDA
REPORT
675

June 6, 2023
DISCUSSION:

On June 29, 2021, the Richmond Workforce Development Board (RWDB) received its subsequent designation of local area and recertification of the Local Board under the Workforce Innovation and Opportunity Act (WIOA) from the California Workforce Development Board (CWDB) for Program Year 2021-23 (Attachment 1). The subsequent designation of local area and recertification expires on June 30, 2023.

On May 2, 2023, the Local Area Subsequent Designation and Local Board Recertification Directive and Application for program year 2023-25 was released with a due date of May 26, 2023 (Attachment 2). Per the Directive, WIOA Sections 106 and 107 provide criteria for subsequent designation of Local Areas and recertification of Local Boards. Specifically, WIOA Section 106 requires the Governor to designate Local Areas within the state, and WIOA Section 107 requires the Governor to certify one Local Board for each Local Area.

According to WIOA Section 106, a Local Area must have performed successfully, sustained fiscal integrity, and engaged in the regional planning process to receive subsequent designation. According to WIOA Section 107, a Local Board must have performed successfully, sustained fiscal integrity, and met membership requirements to receive recertification. The applications for the Local Area subsequent designation and Local Board recertification were combined into one application. Approved applications will be effective July 1, 2023 – June 30, 2025.

Every two (2) years, local workforce development boards must apply for subsequent designation and recertification. Subsequent designation and recertification allow local workforce boards to continue administering WIOA funds through the American Job Centers of California and apply for state and federal workforce development funds.

The RWDB has met all eligibility requirements to apply for subsequent designation and recertify as a local workforce board for Program Year 2023-25 (Attachment 3). The local Chief Elected Official (CEO) and the Local Board Chair must complete and sign the Local Area Subsequent Designation and Local Board Recertification Application for Program Year 23-25.

The completed application is due no later than 5 p.m. on Friday, May 26, 2023; however, it is understood that some Local Areas may be unable to obtain local CEO approval by the submission deadline due to scheduling conflicts. If necessary, CWBD will allow the Local Area to submit an unsigned copy of the application with an explanation for the absent signature(s) and a date by when the signed application will be sent. Local Areas will not receive full subsequent designation status until a signed application is received.

On May 11, 2023, the RWDB approved submitting the required application and authorized the RWDB chair to sign the applicable documents. Richmond Mayor Eduardo Martinez signed the document on May 26, 2023, which allowed the City of Richmond’s Employment & Training division, on behalf of the RWDB, to submit the application to the CWDB on 676

June 6, 2023
May 26, 2023. This item acknowledges the submission of the Local Area Subsequent Designation and Local Board Recertification Application for Program Year 2023-25.

DOCUMENTS ATTACHED:

Attachment 1 – Subsequent Designation and Recertification Letter Attachment 2 – Workforce Services Directive 22-14 - Local Area Subsequent Designation and Local Board Recertification PY 23-25
Attachment 3 – Signed Local Area Subsequent Designation and Local Board Recertification PY 23-25 Application

677

Dr. Angelo Farooq, Chair  Tim Rainey, Executive Director  Gavin Newsom, Governor

800 Capitol Mall, Suite 1022, Sacramento, CA 95814  Phone: (916) 657-1440  www.cwdb.ca.gov

June 29, 2021

Richmond Workforce Development Board
Mr. Jim Nantell, Interim Executive Director
330 25
th Street
Richmond, CA 94804

SUBJECT: Application for Subsequent Designation of Local Areas and Recertification of Local Workforce Development Board (Local Board)

Dear Mr. Nantell,
The California Workforce Development Board (State Board) has received and carefully assessed your application requesting subsequent designation of local area and recertification of the Local Board under the Workforce Innovation and Opportunity Act (WIOA).

This letter is to inform you that the Richmond WDB met the eligibility requirements for subsequent designation and recertification. This determination was made by applying the criteria and evaluating the specific requirements included in Directive WSD 20-06, dated February 22, 2021.

Therefore, your application for initial designation for the period of July 1, 2021, through June 30, 2023, has been approved.

If you have any questions, please contact your Employment Development Department Regional Advisor.

Tim Rainey, Executive Director
California Workforce Development Director

cc: Carlos Bravo, California Workforce Development Board Anthony Crouch, Employment Development Department

678

Date: May 2, 2023 Number: WSD22-14

LOCAL AREA SUBSEQUENT DESIGNATION
AND LOCAL BOARD RECERTIFICATION PY 23-25

EXECUTIVE SUMMARY

This policy provides guidance and establishes the procedures regarding subsequent designation of Local Workforce Development Areas (Local Area) and recertification of Local Workforce Development Boards (Local Board) under the Workforce Innovation and Opportunity Act (WIOA) and is effective on the date of issuance.

This policy applies to all current Local Areas interested in receiving subsequent designation and all current Local Boards interested in recertification under WIOA.

This policy contains some state-imposed requirements. All state-imposed requirements are indicated by bold, italic type.

This Directive finalizes Workforce Services Draft Directive Local Area Subsequent Designation and Local Board Recertification PY 23-25 (WSDD-245), issued for comment on March 13, 2023.

The Workforce Development Community submitted five comments during the draft comment period. A summary of comments, including all changes, is provided as Attachment 2.

This policy supersedes Workforce Services Directive Local Area Subsequent Designation and Local Board Recertification (WSD20-06), dated February 22, 2021. Retain this Directive until further notice.

REFERENCES

• WIOA (Public Law 113-128) Sections 106 and 107
• Title 2 Code of Federal Regulations (CFR) Part 200: Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (Uniform Guidance) 679

• Title 2 CFR Part 2900: Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards. [Department of Labor (DOL) Exceptions] • Training and Employment Guidance Letter (TEGL) 11-19, Negotiations and Sanctions Guidance for the WIOA Core Programs (February 6, 2020)
• California Unemployment Insurance Code (CUIC) Section 14202 • Workforce Services Directive WSD20-02, Calculating Local Area Performance and Nonperformance (September 18, 2020)
• WSD14-10, Initial Local Area Designation and Local Board Certification Under WIOA (February 20, 2015)

BACKGROUND

WIOA Sections 106 and 107 provide criteria for subsequent designation of Local Areas and recertification of Local Boards. Specifically, WIOA Section 106 requires the Governor to designate Local Areas within the state, and WIOA Section 107 requires the Governor to certify one Local Board for each Local Area.

According to WIOA Section 106, a Local Area must have performed successfully, sustained fiscal integrity, and engaged in the regional planning process to receive subsequent designation.

According to WIOA Section 107, a Local Board must have performed successfully, sustained fiscal integrity, and met membership requirements to receive recertification.

The applications for the Local Area subsequent designation and Local Board recertification have been combined into one application. Approved applications will be effective July 1, 2023 – June 30, 2025.

POLICY AND PROCEDURES

The long-term economic impact of the COVID-19 pandemic and related statewide shutdowns has resulted in the need to provide ongoing state-imposed flexibility when establishing guidelines for this round of Local Area subsequent designation and Local Board recertification.

As California continues to recover from the pandemic, the California Workforce Development Board (CWDB) is prioritizing ways to better align the workforce development system with industry and labor needs in order to address future skills gaps by investing in training that leads to meaningful employment.

Definitions

Membership – The Local Board is in compliance with the membership requirements outlined under WIOA Section 107(b).
680

Performed Successfully – The Local Area had an Individual Indicator Score of 50% or higher in Program Year (PY) 2020-21 or PY 2021-22, as described in WSD20-02, Calculating Local Area Performance and Nonperformance (September 19,2020), for the following primary indicators of performance:
• Employment Rate 2nd Quarter After Exit
• Median Earnings

Note – Please report your “performance score” rather than the “adjusted level of performance”.

Sustained Fiscal Integrity – The Local Area certifies it has not been found in violation of one or more of the following during PY 20-21 or PY 21-22:

• Final determination of significant finding(s) from audits, evaluations, or other reviews conducted by state or local governmental agencies or the DOL identifying issues of fiscal integrity or misexpended funds due to the willful disregard or failure to comply with any WIOA requirement.

• Gross negligence – Defined as a conscious and voluntary disregard of the need to use reasonable care, which is likely to cause foreseeable grave injury or harm to persons, property, or both.

• Failure to observe accepted standards of administration – Local Areas must have adhered to the applicable uniform administrative requirements set forth in Title 2 CFR Part 200.

Engaged in Regional Planning – The Local Area has participated in and contributed to regional planning, regional plan implementation, and regional performance negotiations.

Application Process

The local Chief Elected Official (CEO) and the Local Board Chair must complete and sign the Local Area Subsequent Designation and Local Board Recertification Application for PY 23-25 (Attachment 1) in order for a Local Area to request subsequent designation or a Local Board to request recertification.

The completed application is due no later than 5 p.m. on Friday, May 26, 2023, to the CWDB at [email protected]. Please include “Local Area Subsequent Designation and Local Board Recertification Application” in the subject line.

Due to COVID-19, electronic signatures are permitted for the PY 23-25 application.

681

Note – It is understood that some Local Areas may be unable to obtain local CEO approval by the submission deadline due to scheduling conflicts. If necessary, the Local Area may submit an unsigned copy of the application with an explanation for the absent signature(s) and a date by when the signed application will be sent. Local Areas will not receive full subsequent designation status until a signed application is received.

Assessment of the Application

The CWDB, in coordination with the Employment Development Department, will verify the information provided in the application to ensure the required criteria are met. The CWDB will then determine whether to recommend an approval, conditional approval, or denial of the application. The local CEO will be notified in writing of the decision.

If a subsequent designation application is conditionally approved, the local CEO must submit a “Corrective Action Plan” specifying the following:
• How they will meet the required criteria
• When they will provide the CWDB with a corrected application

Appeal Process

A unit of local government (or a combination of units) that has requested and been denied subsequent designation as a Local Area under WIOA may appeal the denial to the CWDB, pursuant to WIOA Section 106. An entity that has been denied subsequent designation may appeal the decision and request a hearing.

An appeal and request for a hearing must be emailed to the CWDB within 15 calendar days from the email date of the notice of denial of initial designation.

The appeal must state, in writing, the following:
• Grounds for the appeal.
• Reasons why the appellant should be designated.

The CWDB will contact the appellant to schedule a hearing date within 15 calendar days of the receipt of the appeal. The CWDB will conduct the appeal hearing and provide a written decision to the appellant no later than 15 calendar days after the hearing.

Appeal of CWDB Decision

A unit or combination of units of local government whose appeal has not resulted in designation as a Local Area may also appeal the denial to the DOL (WIOA Section 106[b][5]).

682

ACTION

Bring this Directive to the attention of the local CEO, Local Board, and appropriate staff.

INQUIRIES

If you have any questions, contact your Regional Advisor.

/s/ JAVIER ROMERO, Deputy Director
Workforce Services Branch

Attachments:

1. Local Area Subsequent Designation and Local Board Recertification Application for Program Year 2023-25 (DOCX)

2. Summary of Comments (DOCX)
683

Local Area Subsequent Designation and
Local Board Recertification Application
For Program Year 2023-25
Local Workforce Development Area
City of Richmond
684

Application for Local Area Subsequent Designation and Local Board Recertification T
his application will serve as your request for Local Workforce Development Area (Local Area) subsequent designation and Local Workforce Development Board (Local Board) recertification for Program Year (PY) 2023-25 under the Workforce Innovation and Opportunity Act (WIOA).

If the California Workforce Development Board (CWDB) determines the application is incomplete, it will either be returned or held until the necessary documentation is submitted.

Please contact your Regional Advisor for technical assistance or questions related to completing and submitting this application.

Completed applications must be submitted by 5 p.m. on Friday, 26, 2023, to the CWDB at [email protected].

Richmond Workforce Development Board
Name of Local Area
330 25th Street
Mailing Address
Richmond, CA 94804
City, State, ZIP
__ ________________________________________
Date of Submission
Tamara Walker
Contact Person
510-219-8815
Contact Person’s Phone Number
5/26/23
685

Local Board Membership
T
he WIOA Section 107(b)(2)(A) through (E) states the requirements for nominating and selecting Local Board members:

1. P
rovide the names of the individuals appointed for each membership category listed below.

2. Attach a roster for the current Local Board.

C
ategory: Business – WIOA Section 107(b)(2)(A) requires that business members constitute a simple majority of the Local Board, and WIOA Section 107(b)(3) states that the chairperson shall also be a member under this category. Specifically, a majority of the Local Board’s business members shall constitute the following representatives under this membership category:
• Owne
rs of businesses, chief executives or operating officers of businesses, or other business executives or employers with optimum policymaking or hiring authority. • Representatives of businesses, including small businesses or business organizations. • Individuals appointed by those who have been nominated by local business organizations and business trade associations.

P
lease list the Local Board’s business members and identify the chairperson by typing CHAIR after their name:
686

LOCAL BOARD BUSINESS MEMBERS
Name Title Entity Appointment
Date
Term End
Date
Xavier Abrams Branch
Mgr/Vice
President
Mechanics Bank 6/16/17 9/22/24
Hakim Johnson Corporate
Affairs
Representative
Chevron 3/17/20 3/01/24
Len Turner President Turner Group
Construction
9/8/20 03/01/24
Miquel Penn Community
Relations
Manager
Swinerton 3/17/20 3/01/24
Sarah Wally Project Director Food Service
Partners
3/17/20 3/01/24
Uche Justin
Uwahemu
President/CEO Cal Bay Consulting
Group, LLC
06/16/20 03/01/20
Karen
Norwood
Community
Relations
Specialist
Kaiser Permanente
School of Allied
Health Science
11/17/20 3/01/24
Carole
Dorham-Kelly
Executive
Director
Rubicon, Inc 03/17/20 03/01/24
Cat
egory: Labor – At least 20 percent of the Local Board members shall be labor representatives from the Local Area’s workforce. Specifically, the Local Board shall have labor representatives under this membership category from the following entities (WIOA 107[b][2][B]):
• Labor organizations (for a Local Area in which employees are represented by labor organizations) and who have been nominated by local labor federations, or (for a Local Area in which no employees are represented by such organizations) other representatives of employees.
• A member of a labor organization or a training director from a joint labor-management apprenticeship program, or if no such joint program exists in the area, such a representative of an apprenticeship program in the area, if such a program exists.

Me
mbers may be representatives from community-based organizations with demonstrated experience and expertise in addressing the employment needs of individuals with barriers to employment, veterans, or individuals with disabilities; and organizations with demonstrated experience and expertise in addressing the employment, training, or education needs of eligible youth and/or out-of-school youth.

Fernado Campos Business Representive LiUNA! Laborers' Union Local 324
04/22/23 9/23/26
687

California Unemployment Insurance Code (CUIC) Section 14202(b)(1) further requires and specifies that at least 15 percent of Local Board members shall be representatives of labor organizations unless the local labor federation fails to nominate enough members. For a Local Area in which such organizations represent no employees, other representatives of employees shall be appointed to the Local Board, but any Board that appoints representatives of employees not nominated by local labor federations must demonstrate that no employees are represented by such organizations in the Local Area.

Li
st the Local Board’s labor members:

LOCAL BOARD LABOR MEMBERS
Name Title Entity Appointment
Date
Term End
Date
Giovanni
Flores
Apprentice
Coordinator
Northern California
Laborers Training
Center
03/17/20 03/01/24
Jason Lindsey Business Agent Ironworker’s Local
378
06/15/21 03/01/25
Chuck Leonard Business
Representative
Plumber &
Steamfitters Local
341
06/15/21 03/01/25
Cat
egory: Education – WIOA Section 107[b][2][C] requires that each Local Board include members who represent entities that administer education and training activities in the Local Area. Specifically, the Local Board shall have education representatives under this membership category from the following entities:
• Eligible Title II adult education and literacy providers; and • Institutions of higher education providing workforce investment activities.

Me
mbers may be representatives from local educational agencies and community-based organizations with demonstrated experience and expertise in addressing the education or training needs of individuals with barriers to employment. 688

List the Local Board’s education members:

LOCAL BOARD EDUCATION MEMBERS
Name Title Entity Appointment
Date
Term End
Date
Dr. Paul
Mansingh
Principal WCCUSD Adult
School
Pending
Evan Decker Education
Manager
Contra Costa
Community College
4/21/20 03/01/24
C
ategory: Economic and Community Development – WIOA Sections 107[b][2][D] and [E] require each Local Board to include governmental, economic, and community development representatives under this membership category from the following entities:
• Economic and community development organizations.
• The state’s employment service office under the Wagner-Peyser Act. • Programs carried out under Title I of the federal Rehabilitation Act.

A L
ocal Board may have representatives from transportation, housing, and/or public assistance agencies; philanthropic organizations; and/or an individual or representatives of entities determined to be appropriate by the local CEO.

L
ist the Local Board’s economic and community development members:

LOCAL BOARD ECONOMIC AND COMMUNITY DEVELOPMENT MEMBERS
Name Title Entity Appointment
Date
Term End
Date
Nannette
Beacham
Economic
Development
Director
Arts & Culture/Business
Development/Real
Estate/Housing
Authority/Environmental
and Health Initiatives
Pending
Della
Randolph
Operations
Manager,
GEBD
Department of
Rehabilitation
05/07/19 03/01/23
Richard
Johnson
Employment
Program
Manager
Employment
Development
Department
06/16/20 3/1/2024
689

Performed Successfully

The Local Area hereby certifies that it has performed successfully, defined as having an Individual Indicator Score of 50% or higher in PY 20-21 OR PY 21-22, as described in Workforce Services Directive Calculating Local Area Performance and Nonperformance (WSD20-02) dated September 18, 2020, for the following primary indicators of performance:
• Employment Rate 2nd Quarter After Exit
• Median Earnings

PY 20-21 Individual Indicator Scores
Indicators of Performance Adults Dislocated Workers
Employment Rate 2nd Quarter
After Exit

74.58%

84.85%
Median Earnings 2nd
Quarter After Exit

$6,698.10

$11,141.85

PY 20-21 Individual Indicator Scores
Indicators of Performance Youth
Employment or Education Rate
2nd Quarter after Exit

82.76%

Median Earnings BASELINE

PY 21-22 Individual Indicator Scores
Indicators of Performance Adults Dislocated Workers
Employment Rate 2nd Quarter
After Exit

77.36%

80%
Median Earnings 2nd
Quarter After Exit

$8,788

$12,628.76

PY 21-22 Individual Indicator Scores
Indicators of Performance Youth

LOCAL BOARD ECONOMIC AND COMMUNITY DEVELOPMENT MEMBERS
Name Title Entity Appointment
Date
Term End
Date

690

Employment or Education Rate
2nd Quarter after Exit

73.91%

Median Earnings BASELINE

Sustained Fiscal Integrity

The Local Area hereby certifies that it has not been found in violation of one or more of the following during PY 20-21 or PY 21-22:

• Final determination of significant finding(s) from audits, evaluations, or other reviews conducted by state or local governmental agencies or the Department of Labor identifying issues of fiscal integrity or improperly expended funds due to the willful disregard or failure to comply with any WIOA requirement.

• Gross negligence – defined as a conscious and voluntary disregard of the need to use reasonable care, which is likely to cause foreseeable grave injury or harm to persons, property, or both.

• Failure to observe accepted standards of administration – Local Areas must have adhered to the applicable uniform administrative requirements set forth in Title 2 Code of Federal Regulations (CFR) Part 200.

Certify No Violation: ☒

Engaged in Regional Planning

Engaged in regional planning is defined as participating in and contributing to regional planning, regional plan implementation, and regional performance negotiations. The Local Area herby certifies that it has participated in and contributed to regional planning and negotiating regional performance measures in the following ways:

Richmond WDB staff regularly participate in conference calls and zoom meetings with the EastBay Works region consortium of Workforce Development Boards (Alameda County Contra Costa County, Oakland) to strategize on the historical data set to base each of the local performance goals to be negotiated, thus ensuring consistency in methodology. This year each board representative from the East Bay Works region collaborated and agreed to use the weighted average from the prior 2 program years to derive each of the performance measure rates.

In addition, Richmond WDB staff participated in the EastBay Works regional pre-planning meeting and zoom calls for the regional plan modification.

691

Lastly, Richmond WDB staff participated in the EastBay Works regional planning and implementation of the WAF 10.0 grant, East Bay Youth Technology Apprenticeship Program.

Local Area Assurances

Through PY 23-25, the Local Area assures the following:

A. It will comply with the applicable uniform administrative requirements, cost principles, and audit requirements (WIOA Section 184[a][2] and [3]).

Highlights of this assurance include the following:
• The Local Area’s procurement procedures will avoid acquisition of unnecessary or duplicative items, software, and subscriptions (in alignment with Title 2 CFR Section 200.318).
• The Local Area will maintain and provide accounting and program records, including supporting source documentation, to auditors at all levels, as permitted by law (Title 2 CFR Section 200.508).

Note that failure to comply with the audit requirements specified in Title 2 CFR Part 200 Subpart F will subject the Local Area to potential cash hold (Title 2 CFR Section 200.338).

B. All financial reporting will be done in compliance with federal and state regulations and guidance.

Highlights of this assurance include the following:

• Reporting will be done in compliance with Workforce Services Directive Monthly and Quarterly Financial Reporting Requirements (WSD19-05), dated December 4, 2019. • All close out reports will comply with the policies and procedures listed in WIOA Closeout Requirements (WSD16-05), dated July 29, 2016.

Note that failure to comply with financial reporting requirements will subject the Local Area to potential cash hold (Title 2 CFR Section 200.338).

C. Funds will be spent in accordance with federal and state laws, regulations, and guidance.

Highlights of this assurance include the following:
• The Local Area will meet the requirements of the CUIC Section 14211, to spend a minimum of 30 percent of combined total of WIOA Title I adult and dislocated worker formula fund allocations on training services.
• The Local Area will not use funds to assist, promote, or deter union organizing (WIOA Section 181[b][7]).

D. The Local Area will select the America’s Job Center of California SM operator(s) through a
competitive procurement process, such as a Request for Proposals, unless designated or 692

certified as an operator with the agreement of the local CEO and the Governor (WIOA Section 121[d][2][A] and 107[g][2]).

E. The Local Area will collect, enter, and maintain data related to participant enrollment, activities, and performance necessary to meet all CalJOBSSM reporting requirements and deadlines.

F. The Local Area will comply with the nondiscrimination provisions of WIOA Section 188 and 29 CFR Part 38, including the collection of necessary data.

G. The Local Area will engage in and contribute to, regional planning and regional plan implementation (for example, the Local Area has participated in regional planning meetings and regional plan implementation efforts, and the Local Board and local CEO have reviewed and approved the regional plan and two-year modifications).

H. The Local Area will participate in regional performance negotiations.

I. The Local Area will comply with CWDB policies and guidelines, legislative mandates and/or other special provisions as may be required under federal law or policy, including the WIOA or state legislation.

J. Priority shall be given to veterans, recipients of public assistance, other low-income individuals, and individuals who are basic skills deficient for receipt of career and training services funded by WIOA Adult funding (WIOA Section 134[c][3][E] and Training and Employment Guidance Letter [TEGL] 10-09, and TEGL 19-16). 693
Application Signature Page

Instructions - The local CEO and Local Board Chair must sign and date this form. Electronic signatures are permitted for the PY 23-25 application.

By signing the application below, the local CEO and Local Board Chair request subsequent designation of the Local Area and recertification of the Local Board. Additionally, they agree to abide by the Local Area assurances included in this application.

Local Workforce Development Board Chair Local Chief Elected Official

Signature
Xavier Abrams Eduardo Martinez

Name Name

Chair, Richmond Workforce Development
Board
Mayor, City of Richmond

Title Title

5/23/23 5/23/23

Date Date

694

June 6, 2023

Library and Community Services

DATE: June 6, 2023
TO: Mayor Martinez and Members of the City Council
FROM:

LaShonda White, Deputy City Manager, Community
Services
Lori Reese-Brown, Project Manager II
Denée Evans, Project Manager I

Subject:

Global Parking Solutions Amendment
FINANCIAL IMPACT: Funding to cover these services is in the Transportation Operations budget account string 01385051-400501.

PREVIOUS COUNCIL
ACTION:

None

STATEMENT OF THE
ISSUE:

City staff seeks approval to increase the existing Global Parking solutions contract amount and to extend the
expiration date to cover two additional years of service and warranty subscriptions.

RECOMMENDED ACTION:

APPROVE a second contract amendment with Global
Parking Solutions USA, LLC. in the amount of $6,000, for a total contract amount not to exceed $14,700, to
continue providing pay station cloud services
subscriptions and warranty coverage, with a term
extending through June 30, 2025 – Community Services
Department (LaShonda White 510-620-6828/ Denée
Evans 510-621-1718).

AGENDA
REPORT
695

June 6, 2023

DISCUSSION:

Since 2017, the Richmond Parking Program within the Transportation Division has invested in Global Parking Solutions manufactured pay stations to help manage parking supply in City-owned lots. The pay stations require network service, and warranty coverage to maintain the pay stations. The existing contract funds have been expended and will require additional funds to pay outstanding and future related invoices.

The original contract was for an amount not to exceed $8,700, with a term ending May 25, 2022. Per the original contract terms, the City was able to offer two one-year option extensions to extend the term through May 2024. The extensions were for time only and did not increase the contract amount. The vendor agreed with the term extensions.

City staff is seeking City Council approval to increase the existing Global Parking Solutions contract in the amount of $6,000, and to extend the agreement to maintain uninterrupted subscription and warranty services. The new contract amount will not exceed $14,700, and the new contract term will be extended to June 30, 2025.

DOCUMENTS ATTACHED:

Attachment 1 – Original Contract
Attachment 2 – Extension Option Letter
Attachment 3 – Contract Amendment
696
697
698
699
700
701
702
703
5/16/2023
704
5/16/2022
705
706
707
708

June 6, 2023

Mayor's Office

DATE: June 6, 2023
TO: Members of the City Council
FROM:
(List all relevant/responsive staff
persons)
Mayor Martinez
Subject:
(This will appear on the agenda)
Commission on Aging Appointments
FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:
(List all dates items were heard or
council action took place)
N/A

STATEMENT OF THE
ISSUE:

Rose Brooks is applying for a re-appointment on the
Commission on Aging.

RECOMMENDED ACTION:
(This will appear on the agenda)
REAPPOINT Rose Brooks to the Commission on Aging,
term expires, May 19, 2027 - Mayor’s Office (Mayor
Eduardo Martinez 510-620-6503).

DISCUSSION:

Rose Brooks is currently an active member of the Commission on Aging. She loves her role and is the treasurer.

AGENDA
REPORT
709

June 6, 2023
DOCUMENTS ATTACHED:

Attachment 1 – Rose Brooks Application Redacted

710
711

June 6, 2023

Mayor's Office

DATE: June 6, 2023
TO: Members of the City Council
FROM:

Mayor Eduardo Martinez

Subject:

Updated List of 2023 Boards and Commissions Council
Appointments, including Council liaisons, ad hoc
committees and Councilmember appointments to
regional committees
FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:

February 21, 2023
January 24, 2023

STATEMENT OF THE
ISSUE:

The Mayor is responsible for the appointment of Council members to Regional Committees, Ad Hoc Committees,
and Liaison positions to City Boards and Commissions.

RECOMMENDED ACTION:

APPROVE the proposed list of 2023 Boards and
Commissions Council liaisons, four ad hoc committees
and Councilmembers to regional committees - Mayor’s
Office (Mayor Eduardo Martinez 510-620-6502)

DISCUSSION:

The Mayor is responsible for the appointment of Councilmembers to regional committees, City ad hoc committees, and Council liaisons to City boards and AGENDA
REPORT
712

June 6, 2023
commissions. The proposed list includes a list of all Councilmember liaisons to all City boards and commissions. It also seeks the approval of four newly-created ad hoc committees — the Municipal Wastewater Oversight Ad Hoc Committee, Evaluation Ad Hoc Committee, and the Pt. Molate/Campus Bay Ad Hoc Committee, Measure U Ad Hoc Committee — as well as their respective City Council appointees. Finally, the list appoints specific Richmond Councilmembers to regional boards and includes alternates.

DOCUMENTS ATTACHED:

Attachment 1 – List of 2023 Boards and Commissions Council Liaisons, Ad Hoc Committees and Councilmembers to Regional Boards
713

2023 Appointments to Regional Committees, Ad Hoc Committees and Liaison Positions (REVISED)
Council Appointments 6/06/2023, City Council Meeting – Item (to be determined)

Mayor: Eduardo Martinez
Vice Mayor: Gayle McLaughlin
Councilmembers: Claudia Jimenez, Melvin Willis, Doria Robinson, Soheila Bana, Cesar Zepeda

Boards, Commissions and Committee Liaisons:

Arts and Culture Commission: Bana

Citizens Police Review Commission: Jimenez

Commission on Aging: McLaughlin

Design Review Board: Martinez

Economic Development Commission: Zepeda

Historic Preservation Commission: Bana

Housing Advisory Commission: Zepeda

Human Rights and Human Relations Commission: Willis

Library Commission: McLaughlin

Personnel Board: Willis

Planning Commission: Jimenez

Public Art Advisory Committee: Robinson

Recreation and Parks Commission: Robinson

Richmond-Shimada Friendship Commission: Zepeda

Richmond-Zhoushan Friendship Commission: Martinez

Richmond-Regla Friendship Committee: McLaughlin

Richmond Youth Council: Martinez

Urban Forest Advisory Committee: Robinson

714

Workforce Development Board: Martinez

Liaison positions DO NOT necessitate attending any or all the meetings.

City of Richmond Ad Hoc Committees
NURVE Policy Ad Hoc Committee
Members: Robinson
Alternate: Jimenez

ECIA Environmental and Community Investment Ad Hoc Committee Members: Bana, Zepeda, Willis
Alternate: Robinson

Municipal Wastewater Oversight Ad Hoc Committee (New)
Members: Martinez, Zepeda, Robinson

Pt. Molate/Campus Bay Ad Hoc Committee (New)
Members: McLaughlin, Jimenez, Martinez

Evaluation Ad Hoc Committee (New)
Members: Robinson, Jimenez, Bana

Measure U Ad Hoc Committee (New)
Members: Zepeda, Jimenez, Martinez

Regional Committees

West Contra Costa Integrated Waste Management Authority (RecycleMore) Members: Robinson, McLaughlin, Zepeda
Alternate: Willis

West County Agency
(JPA between the City of Richmond and the West County Wastewater District) Members: Zepeda, Martinez
Alternate: Bana

Association of Bay Area Governments (ABAG) Representative Members: Jimenez
Alternate: Martinez

East Bay Regional Parks
Members: McLaughlin, Martinez
Alternate: Jimenez

Gilman Street Sport Complex
715

Members: Bana
Alternate: Willis

League of CA Cities East Bay Division
Members: Zepeda
Alternate: Bana

League of CA Cities Voting Representative
Members: Martinez
Alternate: Zepeda

MCE Clean Energy Representative
Members: Martinez
Alternate: McLaughlin

North Richmond Mitigation Fee Joint Committee
Members: Robinson, Willis, Martinez
Alternate: Jimenez

West Contra Costa Transportation Advisory Committee (WCCTAC) Members: Bana, Zepeda, Martinez
Alternate: Jimenez

West Contra Costa Unified School District Liaison (WCCUSD) Members: Martinez
Alternate: Jimenez

Richmond/AC Transit Interagency Liaison Committee
Members: Martinez, Jimenez
Alternate: Willis
716

June 6, 2023

Mayor's Office

DATE: June 6, 2023
TO: Members of the City Council
FROM: Mayor Eduardo Martinez

Subject:

Community Police Review Commission Appointment
FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
ISSUE:

Carole Johnson is applying for a vacant seat on the
Community Police Review Commission.

RECOMMENDED ACTION:

APPOINT Carole Johnson, Community Police Review
Commission, Term Expires Nov 1, 2026 - Mayor’s Office
(Mayor Eduardo Martinez 510-620-6502)

DISCUSSION:

Richmond resident Carole Johnson applied and was subsequently interviewed for her application to an open seat on the Community Police Review Commission. This applicant has AGENDA
REPORT
717

June 6, 2023
experience with the functionality of Richmond’s Boards and Commissions process, which will allow her to begin fully participating in the commission quickly. More importantly, Ms. Johnson is a community organizer familiar with residents impacted by the justice system and police violence. She understands the value of the community policing approach, and it is the opinion of this office that she would be an asset to the Community Police Review Commission.

DOCUMENTS ATTACHED:

Attachment 1 – Carole Johnson’s redacted application to the Community Police Review Commission

718
719

June 6, 2023

Mayor's Office

DATE: June 6, 2023
TO: Richmond City Councilmembers
FROM:

Mayor Martinez

Subject:

Richmond Arts and Culture Commission Appointment
FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
ISSUE:

Arleide Da Silva Santos is applying for a vacant seat on the Richmond Arts and Culture Commission
RECOMMENDED ACTION:

APPOINT Arleide Da Silva Santos to the Richmond Arts
and Culture Commission, Term Expires January 31, 2027
– Mayor’s Office (Mayor Eduardo Martinez 510-620-
6503).

DISCUSSION:

Arleide currently works as a Richmond Greenway Community Organizer where she coordinates programing for Richmond residents. She has led neighborhood improvement campaigns and has experience in community outreach. Her work with AGENDA
REPORT
720

June 6, 2023
organizations in our city shows her strong connection to Richmond. She looks forward to serving her community. She is passionate about the arts and hopes to make an impact.

DOCUMENTS ATTACHED:

Attachment 1 – Redacted Application

721
722
723

06/06/2023

Mayor's Office

DATE: June 6, 2023
TO: Members of the City Council
FROM:

Mayor Eduardo Martinez, Councilmember Robinson,
Councilmember Willis

Subject:

Proclamation honoring and celebrating Juneteenth in the City of Richmond.

FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
ISSUE:

Juneteenth, also known as Freedom Day, Jubilee Day
and Cel-Liberation Day, is an American holiday
celebrated on June 19. On June 19, 1865, the
Emancipation Proclamation— which had been issued on
January 1, 1863— was read to enslaved African
Americans in Texas by Gordon Granger.

RECOMMENDED ACTION:

PROCLAMATION recognizing and honoring Juneteenth
in the City of Richmond – Mayor Eduardo Martinez (510- 620-6503), Councilmembers Doria Robinson (510-620-
6568), and Melvin Willis (510-412-2050).

AGENDA
REPORT
724

06/06/2023
DISCUSSION:

This proclamation honors and celebrates Juneteenth in the City of Richmond. On June 19, 1865, two years after President Abraham Lincoln presented the Emancipation Proclamation in 1863, slaves in Texas were freed. Black communities in Texas and beyond annually celebrate this day, Juneteenth, which officially became a federal holiday in 2021. [Source: https://naacp.org/campaigns/Juneteenth] DOCUMENTS ATTACHED:

Attachment 1 – Juneteenth Proclamation

725

City of Pride and Purpose
450 Civic Center Plaza, Richmond, CA 94804 | www.RichmondCAMayor.org | 510.620.6527

PROCLAMATION RECOGNIZING JUNETEENTH AND THE

CONTRIBUTIONS OF AFRICAN AMERICANS
WHEREAS, the City of Richmond, California, is committed to upholding the values of diversity, equality, and inclusivity; and

WHEREAS, Juneteenth, also known as Emancipation Day, commemorates the day on June 19, 1865, when Union General Gordon Granger arrived in Galveston, Texas, and announced the emancipation of enslaved African Americans, marking a significant milestone in the fight for freedom and the end of slavery in the United States; and

WHEREAS, Juneteenth serves as a reminder of the resilience, strength, and perseverance of African Americans throughout history, despite the hardships they have endured; and

WHEREAS, the African American population in the City of Richmond has made invaluable contributions to the city's cultural, social, economic, and political fabric; and

WHEREAS, the African American community has played a vital role in shaping Richmond's history, from the early migration during the World War II era to their ongoing contributions to the city's rich artistic and intellectual heritage; and

WHEREAS, the City of Richmond cordially invites all community members to join us at Nicholl Park on June 17th at 11 am for the annual Juneteenth celebration; and

WHEREAS, it is crucial to acknowledge and celebrate the countless accomplishments and contributions of African Americans to Richmond's growth and prosperity; and

WHEREAS, it is the responsibility of every citizen to actively engage in combating systemic racism, promoting racial equity, and ensuring that African Americans and other marginalized communities are protected from all forms of injustice, discrimination, and violence.

NOW, THEREFORE, I, Eduardo Martinez, Mayor of the City of Richmond, California, hereby proclaim our recognition of Juneteenth and honor the invaluable contributions of the African American community in Richmond.

Office of the Mayor Eduardo Martinez

CITY OF RICHMOND, CALIFORNIA

726

City of Pride and Purpose
450 Civic Center Plaza, Richmond, CA 94804 | www.RichmondCAMayor.org | 510.620.6527 Signed,

Mayor Eduardo Martinez
City of Richmond
June 6th, 2023

Melvin Willis
Councilmember for District 1
City of Richmond

Cesar Zepeda
Councilmember for District 2
City of Richmond

Doria Robinson
Councilmember for District 3
City of Richmond

727

06/06/23

Mayor's Office

DATE: June 6, 2023
TO: Members of the City Council
FROM:

Mayor Eduardo Martinez and Councilmember Cesar
Zepeda

Subject:

Proclamation honoring and celebrating Pride Month in the City of Richmond
FINANCIAL IMPACT: N/A

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
ISSUE:

June is observed nationally as Pride Month, a time to
celebrate the remarkable contributions and
advancements the LGBTQI+ community has made to our
city, state, and country.

RECOMMENDED ACTION:

PROCLAMATION recognizing June as LGBTQI+ Pride
Month in the City of Richmond – Mayor Eduardo Martinez
(510-620-6503) and Councilmember Cesar Zepeda (510-
620-6593).

DISCUSSION:

June is observed nationally as Pride Month, a time to celebrate the remarkable contributions and advancements the LGBTQI+ community has made to our city, state, and country.

AGENDA
REPORT
728

06/06/23
The City of Richmond prides itself on its vibrant diversity and commitment to protecting and fostering a welcoming environment for all its citizens, including members of the lesbian, gay, bisexual, transgender, queer, intersex, plus (LGBTQI+) community.

This proclamation recognizing recognizes June as LGBTQI+ Pride Month in the City of Richmond.

DOCUMENTS ATTACHED:

Attachment 1 – Pride Month Proclamation
729

City of Pride and Purpose
450 Civic Center Plaza, Richmond, CA 94804 | www.RichmondCAMayor.org | 510.620.6527

PROCLAMATION RECOGNIZING JUNE AS LGBTQI+ PRIDE MONTH IN

THE CITY OF RICHMOND, CALIFORNIA

WHEREAS, the City of Richmond prides itself on its vibrant diversity and commitment to protecting and fostering a welcoming environment for all its citizens, including members of the lesbian, gay, bisexual, transgender, queer, intersex, plus (LGBTQI+) community; and

WHEREAS, June is observed nationally as Pride Month, a time to celebrate the remarkable contributions and advancements the LGBTQI+ community has made to our city, state, and country; and

WHEREAS, this year marks the 9th anniversary of Richmond Rainbow Pride, an organization that has been instrumental in promoting LGBTQI+ awareness, inclusivity, and celebration within the City of Richmond, demonstrating their unwavering commitment to the cause of equality and acceptance; and

WHEREAS, the City of Richmond acknowledges the invaluable cultural, social, and economic contributions that LGBTQI+ individuals make to our community; and

WHEREAS, despite the progress made in recent decades, the LGBTQI+ community continues to face discrimination and inequity, which underscores the importance of reaffirming our commitment to foster inclusivity, promote equality, and fight against all forms of discrimination; and

WHEREAS, the City of Richmond is committed to standing with and safeguarding our LGBTQI+ residents and their families, ensuring that they enjoy the same rights, privileges, and opportunities as all other residents; and

WHEREAS, we call upon our fellow residents, businesses, and community organizations to join us in recognizing and affirming the rights and dignity of LGBTQI+ individuals, promoting awareness and understanding, and standing against discrimination and violence in any form;

NOW, THEREFORE, I, Eduardo Martinez, Mayor of the City of Richmond, California, do hereby proclaim June as Pride Month in the City of Richmond. We celebrate the resilience, strength, and activism of the LGBTQI+ community, remember their ongoing struggle for equality, and commit to cultivating an inclusive community that respects and values all its members.

Office of the Mayor Eduardo Martinez

CITY OF RICHMOND, CALIFORNIA

730

City of Pride and Purpose
450 Civic Center Plaza, Richmond, CA 94804 | www.RichmondCAMayor.org | 510.620.6527

Signed,

Mayor Eduardo Martinez
City of Richmond
June 6th, 2023

Cesar Zepeda
Councilmember for District 2
City of Richmond

731

June 6, 2023

Public Works

DATE: June 6, 2023
TO: Mayor Martinez and Members of the City Council
FROM:

Daniel Chavarria, PE, Director of Public Works
Robert Armijo, PE, Deputy Director of Public Works

Subject:

Contract Amendment #1 for DMR Builders for the
Shimada Park Roof Replacement
FINANCIAL IMPACT: The proposed expenditure of $22,667.25 will be funded from the Hamilton Trust Funds (Fund 6005)

PREVIOUS COUNCIL
ACTION:

May 17, 2022

STATEMENT OF THE
ISSUE:

City staff is requesting authorization to amend the
contract with DMR Builders for the Shimada Park
Restrooms roof reconstruction at Shimada Park
Richmond Marina. The additional amount of $22,667.25
will be used to pay for project change order costs due to unforeseen damaged roof decking components. This
approval is required to close the contract, and does not change the length of time for the contract.

RECOMMENDED ACTION:

APPROVE a first contract amendment with DMR Builders
for the Shimada Park Restrooms roof reconstruction at
Shimada Park Richmond Marina, in the amount of
$22,667.25, to pay for project change order costs due to unforeseen roof decking damage, for a new total project amount not to exceed $247,667.25 – Public Works
Department (Daniel Chavarria 510-620-5478/Robert
Armijo 510-620-5477).

AGENDA
REPORT
732

June 6, 2023

DISCUSSION:

On February 1, 2022, the City circulated an Invitation for Bids seeking contractors to construct the Shimada Park Restroom Roof project, which included roof reconstruction on an existing City Park restroom. The project is located at Shimada Park in the Richmond Marina. The original contract was for $225,000 and included a contingency in the amount of $17,225.

In the course of construction, some unexpected damage to the roof decking was encountered. This work was outside the original contract scope of the project.

Therefore, the contractor requested change orders to compensate for the additional work to correct this unforeseen condition. The work included replacement of roof skylights and metal lever windows that was not contemplated in the original contract.

The project change orders exceeded the project authorized appropriation by $22,667.25. Therefore, Public Works staff members request City Council approval of additional funds in the amount $22,667.25, for a new total contract limit not to exceed $247,667.25 to close the contract.

DOCUMENTS ATTACHED:

Attachment 1 – Original Contract
Attachment 2 – Amendment to the Contract
733
Munis Contract #6109
City of Richmond Vendor #15453
City Council Approved - May 17, 2022
Contract Award Amount - $207,775
City of Richmond Contingency Amount - $17,225
June
20th
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 734
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 735
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DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 737
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 738
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 739
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 740
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 741
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 742
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 743
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 744
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 745
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 746
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 747
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 748
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 749
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 750
President
Godemar da Silva, Jr.

Mayor
Thomas K. Butt
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 751
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 752

CITY OF RICHMOND

PROJECT MANUAL

INCLUDING SPECIFICATIONS
FOR

CONSTRUCTION

RICHMOND

SHIMADA FRIENDSHIP PARK

RESTROOM BUILDING

RECONSTRUCTION PROJECT
Marina Bay Parkway and Peninsula Drive
Richmond, California

MARK ALBERTSON ARCHITECT
1676 CALLE RANCHERO
PETALUMA, CA 94954
JANUARY 2022
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 753

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 01 00 - 1 Table of Contents
DOCUMENT 00 01 00

TABLE OF CONTENTS

PROJECT MANUAL

INTRODUCTORY INFORMATION
Document 00 00 00 Project Title Page
00 01 00 Table of Contents

BIDDING REQUIREMENTS
Document 02 00 00 Invitation to Bid
00 10 00 Instructions to Bidders
00 41 00 Bid Form
Form A-1 Bidders Statement of Subcontractors
Form A-2 Bidders Statement of Major Suppliers
Noncollusion Affidavit
Business Verification Form and Good Faith Effort
Background Check Certification Form
Sanctuary City Compliance Form
Disclosure Statement for Limited Liability Companies

CONTRACTING REQUIREMENTS
Document 00 50 00 Construction Agreement and Exhibits
Construction Agreement
00 51 00 Special Conditions and Provisions
00 60 00 Bond and Insurance Forms
Bid Bond
Performance Bond
Payment Bond
Insurance Coverage Verification
00 70 00 First Source Agreement and Construction Contracts First Source Agreement

SPECIFICATIONS
DIVISION 01 GENERAL REQUIREMENTS
Section 01 11 00 Summary of Work
01 30 00 Administrative Requirements
01 31 00 Project Management and Coordination
01 35 00 Special Environmental Requirements
01 40 00 Quality Requirements
01 50 00 Temporary Facilities and Controls
01 60 00 Product Requirements
01 63 00 Product Substitution Procedures
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 754

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 01 00 - 2 Table of Contents
01 70 00 Execution Requirements
01 73 00 Cutting and Patching
01 74 00 Waste Management and Recycling Program
01 77 00 Closeout Procedures and Submittals
01 78 00 Warranties
DIVISION 02 EXISTING CONDITIONS
Section 02 41 19 Selective Demolition
02 50 00 Pressure Washing
DIVISION 05 METALS
Section 05 50 00 Metal Fabrications
DIVISION 06 WOOD, PLASTICS, AND COMPOSITES
Section 06 10 00 Rough Carpentry
DIVISION 07 THERMAL AND MOISTURE PROTECTION
Section 07 13 00 Building Envelope Underlayment
07 19 00 Water Repellents
07 41 20 Manufactured Standing Seam Roofing
07 60 00 Flashing and Sheet Metal
07 90 00 Joint Sealers
DIVISION 09 FINISHES
Section 09 67 50 Epoxy Flooring
09 91 00 Paints and Coatings
09 96 00 High Performance Coatings
DIVISION 10 SPECIALTIES
Section 10 21 13 Stainless Steel Toilet Partitions
10 28 00 Restroom Accessories
10 44 00 Signage
DIVISION 26 ELECTRICAL
Section 26 05 00 Basic Electrical Requirements
26 27 00 Basic Electrical Materials and Methods

END OF DOCUMENT
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 755
00 02 00 - 1 Invitation to Bid

CITY OF RICHMOND

PUBLIC WORKS DEPARTMENT

INVITATION TO BID
The Council of the City of Richmond will accept bids for the construction of:

CITY OF RICHMOND

SHIMADA FRIENDSHIP PARK

RESTROOM BUILDING RECONSTRUCTION PROJECT
Notice is hereby given that sealed bids for the City of Richmond Shimada Park Restroom Building Reconstruction Project as further described in the project manual will be received electronically through BidsOnline. All bid forms must be electronically submitted by the due date and time or the bid will not be considered.

Bids are due and scheduled to be opened via BidsOnline on Thursday, March 3, 2022, 2:00 PM There shall be one pre-bid conference held at the Project Site (Marina Bay Parkway and Peninsula Drive) as follows:

One pre-bid conference is scheduled for Tuesday, February 15, 2022 at 2:00 p.m.

It is mandatory that all bidding contractors attend the above referenced pre-bid conference. Proof of attendance shall be via completion of a sign-in form distributed at the pre-bid conference. Failure to attend the pre-bid conference shall constitute bid disqualification.

COVID-19 Statement: All pre-bid conference attendees shall be required to comply with all local, state, and federal guidelines regarding the Coronavirus Pandemic. This shall include, but not be limited to, the following:

Wearing of face mask at all times
Social distancing of six feet or more at all times
Sanitize hands prior to entering the restroom building
The Engineer’s Estimate of Probable Construction Cost for the Base Bid Work is approximately:
$ 225,400.00
Bid Documents, including plans and specifications, can be ordered online as electronic files at no cost. You must be a registered vendor with the City of Richmond to place an order for bid documents. Please visit the City’s website at www.ci.richmond.ca.us/bids to register as a vendor and to order your bid documents.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 756
00 02 00 - 2 Invitation to Bid
Bid Documents, including plans and specifications, can also be purchased at the BPXpress ReproGraphics, 4903 Central Avenue, Richmond, CA 94804. Telephone BPXpress ReproGraphics at (510) 559-8299 for reproduction costs and lead-time requirements. Cost of reproduction shall be the responsibility of the bidder.

All questions relative to this bid must be submitted via the electronic BidsOnline system on the Q&A tab by 5:00 pm PST, on Thursday, February 25, 2022. If the City of Richmond finds it necessary to issue an addendum, prospective bidders will receive e-mail notification of addendum. Otherwise, answers to questions received will be provided on the Q&A tab and notification will be sent accordingly. It is the bidder’s responsibility to periodically check the BidsOnline website, www.ci.richmond.ca.us/bids for any possible Addenda to the bid that may have been posted.

A certified check or bank draft, payable to the order of the City of Richmond, negotiable U.S.

Government Bonds (at par value) or a satisfactory Bid Bond executed by the Bidder and an acceptable surety, in an amount equal to ten percent (10%) of the total bid shall be submitted to the City of Richmond by the three apparent low bidders as identified by the City of Richmond within three working days of the bid submission and notification by the City of Richmond.

Attention is called to the fact that not less than the minimum salaries and wages as set forth in the Contract Documents must be paid on this project, and that the Contractor must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex, or national origin.

The City of Richmond reserves the right to reject any or all Bids or to waive any informality in the bidding.

Bids may be held by the City of Richmond for a period not to exceed sixty (60) days from the date of the opening of bids for the purpose of reviewing the Bids and investigating the qualifications of Bidders, prior to awarding of the Contract.

City of Richmond, a Municipal Corporation
Pamela Christian
Clerk of the City of Richmond
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 757

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 1 Instructions to Bidders
DOCUMENT 00 10 00

INSTRUCTIONS TO BIDDERS

1.1 GENERAL INFORMATION
A. Bids are invited for the Richmond Shimada Friendship Park Restroom building Reconstruction Project located at Marina Bay Parkway and Peninsula Drive.

B. Sealed bids will be received up to the time and date as indicated in the Invitation to Bid or as modified by Addenda. Bids received after that time will not be accepted.

1. Bids will be opened publicly via BidsOnline. Please visit the City’s website at www.ci.richmond.ca.us/bids to register as a vendor, to order bid documents, and to submit bid documents.

C. Copies of Contract Documents including plans and specifications are available as indicated in the Invitation to Bid.

D. Bids shall be clearly written without erasures or deletions.

1. Do not modify Bid Form or qualify bids.

2. Bids shall include valid state contractor's license number.

3. Bids to be signed by a duly authorized officer or agent.

4. Total sum of bid shall be written out and shown in numerals.

5. Where indicated, completion time shall not be altered.

6. Submit bids on total package including alternates if any.

E. Submission of bid signifies careful examination of Contract Documents and complete understanding of nature, extent and location of work to be performed.

F. Addenda shall be acknowledged in Bid Form by number and date and shall be a part of Contract Documents.

G. Bid Form shall include all Bidders Statements and other documentation as called for in the Bid Form, each completed in their entirety.

H. Bid Form and all supporting documents shall be electronically uploaded and submitted through BidsOnline. All bid forms must be electronically submitted by the due date and time or the bid will not be considered.

I. Bid Forms shall not be revised once submitted.

J. Bids may not be withdrawn for sixty calendar days after submittal, or for such extension as may be subsequently agreed in writing.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 758

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 2 Instructions to Bidders

1. If bid contains inadvertent clerical error make written request for consideration to withdraw bid.

K. Owner reserves right to reject any or all bids and to waive any irregularity.

L. Owner reserves the right to award the project to the lowest responsible bidder as determined by base bid or by base bid plus alternates.

M. Submittal of bid signifies intent to execute a contract for construction, insurance certificates and performance and payment bonds.

N. The bidder will be deemed non-responsive if he/she submits incomplete forms or fails to submit all of the required forms and documentation.

1.2 ADDITIONAL INFORMATION AND INSTRUCTIONS
A. QUESTIONS AND COMMENTS

1. Questions, requests for clarification, or comments regarding the Bid Documents or the Scope of Work must be submitted in writing using the electronic BidsOnline system discussed in the Invitation to Bid. All clarifications and interpretations to this solicitation will be issued by written addenda on the BidsOnline system. No interpretation or clarification given orally or separately will be effective to alter or affect the solicitation documents unless confirmed by written addendum.

B. PRE-BID MEETING

1. Refer to the Invitation to Bid for information pertaining to the Pre-Bid Meeting(s) time and location.

C. BEGINNING OF WORK, TIME OF COMPLETION, AND LIQUIDATED DAMAGES

1. The Contractor shall commence work upon receipt of directions to proceed as stated in the "Notice to Proceed," issued by the City of Richmond and shall complete the work within the allotted time of:
90 CALENDAR DAYS
counting from and including the day stated as the starting date in the "Notice to Proceed."

2. The Contractor shall pay to the City of Richmond the sum of $250 per calendar day for each and every calendar day delay in finishing the work in excess of the number of working days prescribed above, except as extended by contract change order.

3. In addition, the City shall have the right to charge the Contractor and to deduct from the payments for the work the actual cost to the City for engineering, inspection and other overhead expenses which are directly chargeable to the Contract and which accrue during the period of such delay. The expenses and damages described above shall be deducted from any money due to the DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 759

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 3 Instructions to Bidders
Contractor under this Contract. The Contractor and his sureties shall be liable for any such excess cost.

D. BID SECURITY

1. Submit properly prepared bid bond, certified check or cashier's check acceptable to and payable without condition to the City of Richmond.

2. A certified check or bank draft, payable to the order of the City of Richmond, negotiable U.S. Government Bonds (at par value) or a satisfactory Bid Bond executed by the Bidder and an acceptable surety, in an amount equal to ten percent (10%) of the total bid shall be submitted to the City of Richmond by the three apparent low bidders as identified by the City of Richmond within three working days of the bid submission and notification by the City of Richmond.

3. Bid security is required as guarantee bidder will enter into written contract and furnish insurance certificates, performance and payment bonds within time and in form as set forth in Contract Documents.
a. If after notification of acceptance a contract is not signed or insurance or bonds are not properly submitted due to no fault of Owner, bid security will be retained by Owner.

4. Bid bond shall be executed by bidder and by duly qualified surety company.

Reference Section 00 60 00 for a standard example of the Bid Bond form.

5. Bid security of three lowest and best bidders will be retained by Owner until Contract has been executed and acceptable insurance certificates and performance and payment bond have been furnished.
a. Bid security of other bidders will be returned within ten days after Owner has determined three lowest and best bidders.

6. It is understood that bid security shall not be considered as liquidated damages for failure of bidder to execute and deliver contract, insurance certificates and performance and payment bonds.
a. Bid security shall neither limit nor fix liability to Owner for damages sustained because of failure to execute and deliver required contract, insurance certificates and bonds.

E. INTERPRETATION OF DOCUMENTS

1. If there is doubt about the meaning of any part of Contract Documents, submit written request to the City of Richmond thru the BidsOnline Q&A tab.

2. Request for interpretations shall be delivered to Architect by the date and time indicated in the Invitation to Bid.

3. Bids shall be based only on interpretations as issued in addenda.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 760

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 4 Instructions to Bidders
F. SUBSTITUTIONS DURING BIDDING

1. Base bids on products and systems specified in Contract Documents or listed by name in addenda.
a. Contractors and materials suppliers may request substitutions to be approved by Architect.
b. Submit requests within 14 calendar days prior to date set for submission of bids thru the BidsOnline Q&A tab.

2. Substitution Procedures:
a. Request for substitutions shall contain sufficient information to assess acceptability of product or system; insufficient information shall be grounds for rejection.
b. Approved substitutions shall be listed in addenda. Non-approved substitutions shall not be listed in addenda.
c. Substitutions may be requested for any product specified unless otherwise noted.
d. Substitutions may be requested after Contract is signed; requests shall be in accordance with requirements specified in Section 01 63 00 - Product Substitution Procedures.

1.3 LAWS AND ORDINANCES
A. The successful Contractor and all subcontractors used in the work will be required to hold or to obtain a City of Richmond business license for which the fee will not be waived. Prior to the start of work, the successful Contractor shall obtain all other required permits from the City of Richmond, for which the fees will not be waived. The successful Contractor shall also obtain any other permits required from other agencies for the completion of the project, for which the fees will be waived.

B. If any Contractor, or any subcontractor used in the work by the Contractor, is currently in violation of any federal, state or local law or ordinance, the Contractor's bid may be deemed to be non-responsible.

C. The Contractor and all subcontractors shall comply with the following City of Richmond Codes and Ordinances, which are incorporated into the Contract Documents by this reference:

1. Nondiscrimination Clause in City Contracts (RMC Chapter 2.28)

2. Business Opportunity Ordinance No. 16-12 N.S. (RMC Chapter 2.50)

3. Local Employment Program Ordinance No. 15-10 N.S. (RMC Chapter 2.56) DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 761

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 5 Instructions to Bidders

4. Living Wage Ordinance No. 15-17 N.S.(RMC Chapter 2.60) a. Except as provided in Section 2.60.080, the Living Wage Ordinance requires that an employer under contract valued at $25,000 or greater and/or an employers with ten or more employees provide to its covered employees the following minimum compensation terms for the duration of the covered period:
Not less than $15.21/hour if employer pays at $1.50/hour/employee towards an employee medical benefits plan; or
Not less than $16.71/hour if the employer does not provide the employees with such medical benefits plan.

5. Ordinance Banning the Requirement to Provide information of Prior Criminal Convictions on all Employment Applications No. 14-13 N.S. (“Ban the Box”) (RMC Chapter 2.65)

6. Sanctuary City Contracting and Investment Ordinance No. 12-18 N.S.

7. Disclosure Statement for Limited Liability Companies Resolution No. 86-21 D. City Ordinances may found in their entirety at:
https://www.ci.richmond.ca.us
https://library.municode.com/ca/richmond/codes/code_of_ordinances E. For general information, questions, requests for clarification, or comments regarding compliance with all local, state, and federal ordinances must be submitted in writing using the electronic BidsOnline system discussed in the Invitation to Bid. All clarifications and interpretations affecting the project will be issued by written addenda on the BidsOnline system. No interpretation or clarification given orally or separately will be effective to alter or affect the solicitation documents unless confirmed by written addendum.

1. For specific information or questions regarding compliance with local ordinances, contact:

Gina Baker
Contract Compliance Specialist I
City of Richmond
Employment and Training Department
330 25th Street, Richmond, CA 94804
Telephone: (510) 307-8011
Email: [email protected]
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 762

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 6 Instructions to Bidders

1.4 PREVAILING WAGE REQUIREMENT
A. All Contractors and Subcontractors performing services under this Contract shall pay their employees providing such services a minimum hourly prevailing wage rate as further described below.

B. In case of conflict between the Prevailing Wage as specified in this Section and any Federal Minimum Wage that may be specified elsewhere in these Specifications, the higher of the two shall prevail. Any amendments to the Federal Minimum Wage Determination issued up to 10 days prior to the bid opening date will become the part of the contract documents.

C. The Contractor and any subcontractor under the Contractor shall comply with Labor Code Sections 1774 and 1775. Pursuant to Section 1775, the Contractor and any subcontractor under the Contractor shall forfeit to the State or political subdivision on whose behalf the contract is made or awarded a penalty of not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by the Contractor or by any subcontractor under the Contractor in violation of the requirements of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the Contractor or subcontractor in meeting their respective prevailing wage obligations, or the willful failure by the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or subcontractor had knowledge of the obligations under the Labor Code.

In addition to the penalty and pursuant to Labor Code Section 1775, 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 shall be paid to each worker by the Contractor or subcontractor.

If a worker employed by a subcontractor on a public works project is not paid the general prevailing per diem wages by the subcontractor, the prime contractor of the project is not liable for the penalties described above unless the prime contractor had knowledge of that failure of the subcontractor to pay the specified prevailing rate of wages to those workers or unless the prime contractor fails to comply with all of the following requirements:

1. The contract executed between the contractor and the subcontractor for the performance of work on the public works project shall include a copy of the requirements in Sections 1771, 1775, 1776, 1777.5, 1813 and 1815 of the Labor Code.

2. The contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the subcontractor to the employees, by periodic review of the certified payroll records of the subcontractor.

3. Upon becoming aware of the subcontractor's failure to pay the specified prevailing rate of wages to the subcontractor's workers, the contractor shall diligently take corrective action to halt or rectify the failure, including, but not DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 763

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 7 Instructions to Bidders
limited to, retaining sufficient funds due the subcontractor for work performed on the public works project.

4. Prior to making final payment to the subcontractor for work performed on the public works project, the contractor shall obtain an affidavit signed under penalty of perjury from the subcontractor that the subcontractor has paid the specified general prevailing rate of per diem wages to the subcontractor's employees on the public works project and any amounts due pursuant to Section 1813 of the Labor Code.

D. Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within 15 days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a subcontractor on that public works project to pay workers the general prevailing rate of per diem wages. If the Division of Labor Standards Enforcement determines that employees of a subcontractor were not paid the general prevailing rate of per diem wages and if the Department did not retain sufficient money under the contract to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, the contractor shall withhold an amount of moneys due the subcontractor sufficient to pay those employees the general prevailing rate of per diem wages if requested by the Division of Labor Standards Enforcement. The Contractor shall pay any money retained from and owed to a subcontractor upon receipt of notification by the Division of Labor Standards Enforcement that the wage complaint has been resolved. If notice of the resolution of the wage complaint has not been received by the Contractor within 180 days of the filing of a valid notice of completion or acceptance of the public works project, whichever occurs later, the Contractor shall pay all moneys retained from the subcontractor to the Department.

These moneys shall be retained by the Department pending the final decision of an enforcement action.

E. Pursuant to the requirements in Section 1773 of the Labor Code, the City has obtained the general prevailing rate of wages (which rate includes employer payments for health and welfare, pension, vacation, travel time and subsistence pay as provided for in Section 1773.8 of the Labor Code, apprenticeship or other training programs authorized by Section 3093 of the Labor Code, and similar purposes) applicable to the work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.

F. The general prevailing wage rates and any applicable changes to these wage rates are available from the California Department of Industrial Relations' Internet Web Site at: http://www.dir.ca.gov.

G. The wage rates determined by the Director of Industrial Relations for the project refer to expiration dates. Prevailing wage determinations with a single asterisk after the expiration date are in effect on the date of advertisement for bids and are good for the life of the contract. Prevailing wage determinations with double asterisks after the expiration date indicate that the wage rate to be paid for work performed after this date has been determined. If work is to extend past this date, the new rate shall be paid and incorporated in the contract. The Contractor shall contact the Department DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 764

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 8 Instructions to Bidders
of Industrial Relations as indicated in the wage rate determinations to obtain predetermined wage changes.

H. Pursuant to Section 1773.2 of the Labor Code, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.

I. Changes in general prevailing wage determinations which conform to Labor Code Section 1773.6 and Title 8 California Code of Regulations Section 16204 shall apply to the project when issued by the Director of Industrial Relations at least 10 days prior to the date of the Notice to Contractors for the project.

J. The City of Richmond 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 the bid, and will not under any circumstances be considered as the basis of a claim against the City on the contract.

1.5 CONTRACT BONDS
A. General

1. The successful bidder shall furnish to the City of Richmond the two bonds required by the State of California Contract Act. Said bonds shall be furnished in a form satisfactory to the City. Each of said bonds shall be executed in an amount equal to 100% of the contract price.

B. Faithful Performance

1. One of said bonds shall guarantee the faithful performance of the Contract by the Contractor. A sample Performance Bond is enclosed, see Section 00 60 00.

C. Payment

1. One of said bonds shall guarantee payment of all claims for labor, materials, provisions, provender and supplies furnished and any amounts required to be deducted withheld and paid over to the Franchise Tax Board from the wages of employees of the Contractor and his subcontractor pursuant to Section 18806 of the Revenue and Taxation Code. Care shall be taken to assure that the payment bond includes the precise provisions which Section 3248, Subsection (b) of the California Civil Code requires. A sample payment bond is enclosed, see Section 00 60 00.

D. Alterations

1. All alterations, extensions of time, extra and additional work, and other changes authorized by these Specifications or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 765

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 9 Instructions to Bidders

1.6 INDEMNIFICATION AND INSURANCE
A. Indemnification

1. Contractor shall indemnify and save the City, its agents, officers and employees harmless from and against any and all liability, claims, suits, actions, damages, penalties and/or cause of action arising during the term of this Contract out of any personal injury, bodily injury, loss of life or damage to property, violation of any Federal, State or municipal law or ordinance or other cause in connection with the activities of Contractor, its subcontractors, agents and employees under this Contract or on account of the performance or Character of the work, unforeseen difficulties, accidents, occurrences or other causes and from and against all costs, counsel fees, expenses incurred in obtaining expert testimony and the attendance of witnesses, expenses and liability incurred in and about any such claim, the investigation thereof or the defense of any action or proceedings brought thereon, and from and against any orders, judgments or decrees which may be entered therein unless arising out of the sole negligence or willful misconduct of the City. Approval of the insurance coverage does not relieve the Contractor or subcontractors of liability under the Indemnification Clause.

B. Insurance

1. Worker's Compensation
(a) Contractor, at its own cost and expense shall carry and maintain statutory Workers' Compensation Insurance and Employer's Liability with limits not less than One Million Dollars ($1,000,000) with an insurance carrier satisfactory to the City. Policy shall provide that no cancellation, major change in coverage or expiration shall become effective or occur until at least ten (10) days after receipt of such notice by City. In the event Contractor is self-insured, it shall furnish Certificate of Permission to Self- Insure signed by the Department of Industrial Relations Administration of Self-Insurance in Sacramento, California. If any injury occurs to any employee of Contractor for which the employee, or his dependents in the event of his death is entitled to compensation from the City under the provisions of the Worker's Compensation Act, as amended or for which compensation is claimed from the City, the City may retain out of sums due the Contractor under this Contract an amount sufficient to cover such compensation as fixed by said Act, until such compensation is paid or until it is determined that no compensation is due and if City is compelled to pay such compensation, it will deduct and retain from the sums due the Contractor the amount so paid.

2. Liability and Property Damage
(a) Contractor at its own cost and expense shall maintain liability and property damage insurance for the period covered by this Contract in the amount of One Million ($1,000,000) Dollars per occurrence combined single limit DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 766

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 10 Instructions to Bidders
coverage. Such coverage shall include but shall not be limited to protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Contract, use of owned and non-owned automobiles, products and completed operations. Such insurance shall be with insurers and under forms of policies satisfactory in all respects to the City and shall provide that notice must be given to City at least forty-five (45) days prior to cancellation or material change. The following endorsements shall be attached to the policy:
Policy shall cover on an "occurrence" basis.
Policy must cover personal injuries as well as bodily injuries.

Exclusion of contractual liability must be eliminated from personal injury endorsement.
Broad form property damage endorsement must be attached. Policy must cover contractual liability by amending the definition of "incidental contract" to include any written contract.
(b) City, its officers and employees shall be named as an additional insured, and the policy shall stipulate that this insurance will operate as primary insurance and that no other insurance affected by the City will be called upon to contribute to a loss suffered by Contractors hereunder.

3. General Requirements
(a) Coverage Verification form attached hereto shall be completed, signed by Contractor's insurance representative and returned to the City prior to the effective date of this Contract. Coverage Verification form must be approved by the City Attorney's office before any payments will be made under this Contract.
(b) Insurance certificates and endorsements shall be reviewed and approved by the City’s Risk Management before work may begin. The City of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.
(c) Upon notification of receipt by the City of a Notice of Cancellation, major change in coverage or expiration, Contractor shall file with the City a certified copy of the required new renewal policy and certificates for such policies (or in lieu of this a new completed Coverage Verification form). (d) If at any time during the life of the Contract or any extension the Contractor fails to maintain the required insurance in full force and effect, all work under the Contract shall be discontinued immediately and all payments due or that become due to the Contractor will be withheld until notice is received by the City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to the City. Any failure to maintain the required insurance will be sufficient cause for City to terminate the Contract.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 767

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 10 00 - 11 Instructions to Bidders

1.7 POST-BID INFORMATION
A. Submit following upon notification by Architect:

1. Statement of costs for each major item of work or cost breakdown for each subcontractor and major materials supplier.

2. Designation of work to be performed by Contractor's own forces.

3. Names and addresses of subcontractors to perform work or labor in excess of one percent of total bid, excluding alternates.

4. List of major materials suppliers providing materials in excess of one percent of total bid, excluding alternates.

B. Prior to award of Contract, Architect will provide notification in writing if either Owner or Architect has objection to any listed person or organization.

1. If there is a written objection, the bid may be withdrawn without forfeiture of security.

2. If an acceptable substitute is submitted with an increase in bid price to cover difference in cost of substitution, Owner reserves right to accept increased price or disqualify bid.

3. Subcontractors and suppliers listed and accepted shall be used on work for which they were bid and shall not be changed except with written approval of Owner and Architect.

END OF DOCUMENT
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 768
00 41 00 - 1 Bid Form

CITY OF RICHMOND

PUBLIC WORKS DEPARTMENT

BID FORM
Electronically submit this BID FORM thru BidsOnline at or before the time and date and location referenced in the Invitation to Bid for the Project noted below.

1.1 PROJECT
A. In compliance with proposed Contract Documents for construction of:

RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
Marina Bay Parkway and Peninsula Drive
Richmond, California 94804
B. Including Addenda Numbers ____ ____ ____ ____ ____ ____ ____ ____ C. The undersigned has become thoroughly familiar with the terms and conditions of proposed Contract Documents and with local codes and conditions affecting performance and costs of Work at place where Work is to be completed.

D. The undersigned has fully inspected the site in all particulars.

E. The undersigned hereby proposes and agrees to fully perform Work as follows.

1. The undersigned agrees to perform Work within time agreed upon.

2. The undersigned agrees to perform Work in strict accordance with proposed Contract Documents, including furnishing any and all labor and materials.

3. The undersigned agrees to do all work required to construct and complete said Work in accordance with Contract Documents.

1.2 BID SCHEDULE
A.Base Bid: All labor, materials, services, and equipment necessary for completion of the Work as a lump sum amount of :
_____________________________________________ Dollars ($_______________) DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 769
00 41 00 - 2 Bid Form

1.3 BIDDER STATEMENTS
A. The Contractor shall include Bid Form A-1, Bidder Statement of Subcontractors, completed in its entirety with the Bid Form.

B. The Contractor shall include Bid Form A-2, Bidders Statement of Major Suppliers, completed in its entirety with the Bid Form.

C. The Contractor shall complete and include the Noncollusion Affidavit with the Bid Form.

D. The Contractor shall complete and include the Business Verification Form.

E. The Contractor shall complete and include the Proof of Solicitation – Good Faith Effort Requirement Form.

F. The Contractor shall complete and include the Background Check Certification Form.

G. The Contractor shall include a copy of their company’s current employment agreement
H. The Contractor shall complete and include the Sanctuary City Compliance Statement.

I. The Contractor shall complete and include the Disclosure Statement for Limited Liability Companies

1.4 AWARD OF CONTRACT
A. It is understood that Owner reserves right to reject this bid but that it shall remain open and not be withdrawn for a period of sixty calendar days from date prescribed for its opening.

B. Undersigned agrees to execute and deliver Contract to Owner in accordance with this bid if written acceptance is mailed or delivered before bid is withdrawn by written notification to Owner.

1.5 IDENTIFICATION
A. Notice of acceptance, or request for additional information, may be addressed to the undersigned at address set forth below.

B. The names of all persons interested in the foregoing bid as principals are:
_______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________

1. Important Notice: If a corporation, give legal name of corporation, state where incorporated, and names of president and secretary; if a partnership, give name of firm and names of all individual co-partners composing the firm; if an individual, give first and last names in full.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 770
00 41 00 - 3 Bid Form
C. License: Contractor is licensed in accordance with an act for registration of contractors with license number:
_______________________________________________________________________ D. Business Address:
_______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________ E. Telephone Number: _____________________________________________ F. Date of Bid: ____________________________________________________ G. Signature of person(s) with legal authority to sign contracts:
_______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________

1.6 BID SECURITY
A. Bid security as described in Document 00 10 00 - Instructions for Bidders for an amount equal to not less than ten percent (10%) of total base bid shall be submitted to the City of Richmond by the three apparent low bidders as identified by the City of Richmond within three working days of the bid submission and notification by the City of Richmond.

END OF BID FORM
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 771

RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
Form A-1 (12/1/06) Page ______ of ______ (use multiple pages as necessary) FORM A-1

BIDDER STATEMENT OF SUBCONTRACTORS
NAME OF BIDDER: __________________________________ PROJECT NAME OR DESCRIPTION: _____________________________________________

COMPANY NAME

AND ADDRESS

CONTACT PERSON
AND
TELEPHONE #
ITEM

DESCRIPTION

CHECK BOX

IF FIRM IS
RBE

PROPOSED

SUBCONTRACTOR
AMOUNT
SUBCONTRACTOR’S

PERCENT SHARE OF

PRIME'S TOTAL BID
TOTAL

PRINT NAME TITLE

SIGNATURE DATE
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 772

RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
Form A-2 (12/1/06) Page ______ of ______ (use multiple pages as necessary) FORM A-2

BIDDER STATEMENT OF MAJOR SUPPLIERS
NAME OF BIDDER: ____________________________________________PROJECT NAME OR DESCRIPTION: ______________________________________

COMPANY NAME

AND ADDRESS

CONTACT PERSON
AND
TELEPHONE #
ITEM

DESCRIPTION
CHECK
BOX IF

FIRM IS
RBE

PROPOSED

SUPPLIER
AMOUNT
SUPPLIER’S PERCENT

SHARE OF PRIME'S

TOTAL BID
TOTAL

PRINT NAME TITLE

SIGNATURE DATE
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 773

NONCOLLUSION AFFIDAVIT TO BE EXECUTED AND SUBMITTED WITH BID

All bidders shall complete the following form and submit it with their bids:

State of California

County of ________________

[name]____________________________, being first duly sworn, deposes and says that he or she is [title]______________________ of [company]________________________, the party making the foregoing bid that the bid is no t made in the interest of, or on behalf of, any undisclosed person, partners hip, company, association, or ganization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, or connived, or ag reed with any bidder or anyone else to put in a sham bid, or that anyone sh all refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communi cation, or conference with anyone to fix the bid pric e of the bidder or any other bi dder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all stat ements contained in the bid are true; and, further, that the bidder has not, directly or in directly, submitted his or he r bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

_________________________________________________ ____________________________ S i g n a t u r e D a t e

STATE OF CALIFORNIA )
) s s .

COUNTY OF _____________)

On __________________________, 2009, before me, the ________________, a Notary Public, personally appeared ____________________________, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument , and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

WITNESS my hand and official seal.

__________________________________
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 774
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 775
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 776
City of Richmond

CERTIFICATION FORM
************************************************************************************************** Deliver the completed form and all necessary attachments to, enter address an suite number If there are any question please contact, name, job title at phone/e-mail address

1. Do you have ten (10) or more Full-Time-Equivalent Employees?  YES  NO If YES move on…

2. Are you required by Federal or State Law to perform criminal background checks? YESNO

3. Please identify the positions and regulations that require you to preform criminal background checks? _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________

4. Do you contend that some or all of your position(s) meet the definition of ‘sensitive positions’, as defined in the Richmond Municipal Code, Section 2.65.030 (h)?
_______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________

5.Please identify position(s) and specify why you contend they are ‘sensitive’, within the meaning of the ordinance. _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________

6. Please provide job descriptions for all your ‘sensitive positions’. _______________________________________________________________________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ _____________________________________________________________________________________________

7. Please provide a copy of your employment application.  See attached applications
************************************************************************************************** Vendor Name: ___________________________________ Owner Name: ______________________________________ Mailing Address: ____________________________________________________________________________________ Street City State Zip Address to which notices from the City are to be directed (if different than above):

Name: ____________________________________________________________________________________________ Address: __________________________________________________________________________________________ Owner Signature Date
I declare under penalty of perjury that the foregoing is true and correct.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 777

CITY OF RICHMOND
Sanctuary City Compliance Statement
The undersigned, an authorized agent of (hereafter
"Contractor"), has had an opportunity to review the requirements of City of Richmond Ordinance 12-18 (hereafter "Sanctuary City Contracting Ordinance" or “SCCO”). Contractor understands and agrees that the City may choose with whom it will maintain business relations and may refrain from contracting with any person or entity that provides Data Broker or Extreme Vetting services to the U.S. Immigration and Customs Enforcement Division of the United States Department of Homeland Security (“ICE”). Contractor understands the meaning of the following terms used in the SCCO:
a."Data Broker” means either of the following:
i. The collection of information, including personal information about consumers, from a wide variety of sources for the purposes of reselling such information to their customers, which include both private-sector business and government agencies; ii. The aggregation of data that was collected for another purpose from that for which it is ultimately used.
b. “Extreme Vetting” means data mining, threat modeling, predictive risk analysis, or other similar services."
Contractor understands that it is not eligible to receive or retain a City contract if at the time the Contract is executed, or at any time during the term of the Contract, it provides Data Broker or Extreme Vetting services to ICE.

Contractor further understands and agrees that Contractor's failure to comply with the SCCO shall constitute a material default of the Contract and the City Manager may terminate the Contract and bar Contractor from bidding on future contracts with the City for five (5) years from the effective date of the contract termination.

By executing this Statement, Contractor certifies that it complies with the requirements of the SCCO and that if at any time during the term of the Contract it ceases to comply, Contractor will promptly notify the City Manager in writing. Any person or entity who knowingly or willingly supplies false information in violation of the SCCO shall be guilty of a misdemeanor and subject to a $1,000 fine.

Based on the foregoing, the undersigned declares under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed this day of , 20 , at , California.

Printed Name: Title:

Signed: Date:

Business Entity:

Vendor SCCO Compliance Statement (Augt2020)
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Disclosure Statement for Limited Liability Companies
This Statement Shall be included with all Bid and Proposal Submissions Is your Business a Limited Liability Company (LLC)? YES NO If you answered YES, please provide the City with the names and business addresses of any and all shareholders, directors, officers, members, managers, other authorized persons, partners, and “Beneficial Owners” of the applying LLC. A Beneficial Owner is any person or entity who: (1) exercises substantial control over the applying LLC; (2) owns 25% or more of the interest in the applying LLC; or (3) receives substantial economic benefits from the assets of the applying LLC.

If any LLC shareholder, director, officer, member, manager, other authorized person, partner, or Beneficial Owner is itself an LLC or other business entity, the names and business addresses must also be provided for any and all shareholders, directors, officers, members, managers, other authorized persons, partners, and Beneficial Owners of that LLC or other business entity all the way up through each entity in the organizational chart until ultimate ownership by individual person(s) is/are disclosed.

Name: _____________________
Title: _____________________
Address:__________________________________________
Name: _____________________
Title: _____________________
Address:__________________________________________
Name: _____________________
Title: _____________________
Address:__________________________________________
☐ Check this box if additional ownership information is attached to this Disclosure Statement.

In signing this Disclosure Statement, I represent that the information submitted in this Disclosure Statement, and any attachments, is true and correct.

Signature: _____________________
Printed Name: _____________________
Title: _____________________
Date: _____________________
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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 50 00 - 1 Construction Agreement and Exhibits
DOCUMENT 00 50 00

CONSTRUCTION AGREEMENT AND EXHIBITS

1.1 GENERAL INFORMATION
A. The City of Richmond Construction Agreement and referenced Exhibits A thru F shall be the agreement between the City and the Contractor.

B. A sample copy of this agreement along with the exhibits is bound herein for reference.

END OF DOCUMENT
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CONSTRUCTION AGREEMENT
This Construction Agreement (“Agreement”) is made and entered into this ____ day of ____, 2018, by and between the City of Richmond, a municipal corporation and charter city (“City”) and __________________, [IDENTIFY CORPORATE FORM] (“Contractor”), with reference to the following facts. The parties may be referred to in this Agreement individually as “Party” and collectively as the “Parties.”

RECITALS
A. On ______________, the City circulated an Invitation for Bids seeking contractors willing to undertake the construction of _________________, located at ____________ (the “Project”).

B. Contractor submitted the lowest responsive bid and has been determined to be responsible.

C. City now desires to contract with Contractor to furnish construction and related services for the Project.

NOW THEREFORE, in consideration of the promises and agreements hereinafter set forth, and intending to be bound hereby, the Parties agree as follows:

ARTICLE I

CONSTRUCTION OF PROJECT
Section 1.1 Contract Documents.

Project Specifications – including the Notice to Prospective Bidders, Invitation for Bids, Instructions to Bidders, Special Provisions, Description of Work, Construction Details (including all plans and specifications), and Proposal Package, along with any Requests for Information (RFI), responses to RFI, and addenda issued prior to the deadline for submitting bids [THIS

LIST MAY BE MODIFIED TO PROVIDE A MORE DETAILED DESCRIPTION OF THE DOCUMENTS FOR YOUR PROJECT – FOR EXAMPLE, YOU MAY SPECIFY THE NUMBER OF RFI/RESPONSES TO RFI THAT RE INCLUDED] – Contractor’s Proposal attached as Exhibit A, and this Agreement, constitute the “Contract Documents.” Section 1.2 Construction.

Contractor shall furnish all labor, materials, methods, processes, implements, tools and machinery, within the time frames set, and do all the things necessary for the proper completion of the work shown and described in Contract Documents.

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Section 1.3 Payments.

Contractor agrees to receive and accept the sums set forth in the Bid Schedule attached as part of the Proposal, as full compensation for furnishing all materials and doing all the work contemplated and required by this Agreement, and for all loss or damage arising out of the nature of the undertaking of the construction of the Project, or from the acts of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the construction of the Project until its completion and acceptance by the City, and for all expenses incurred by or in consequence of the suspension or discontinuance of the construction of the Project, and for well and faithfully performing the construction of the Project and the whole thereof, in the manner and according to the Contract Documents.

Section 1.4 Discovery of Hazardous Waste or Unusual Conditions. (a) Promptly and before the following conditions are disturbed, the Contractor shall notify the City in writing of any:
(1) Material that the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
(2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. (b) The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the work shall issue a Change Order under the procedures described in this Agreement. (c) In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by this Agreement, but shall proceed with all work to be performed under this Agreement. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the Parties.

Section 1.5 Laws and Regulations.
(a) The Project work shall proceed only after procurement of each permit, license, or other authorization that may be required by any governmental agency having jurisdiction, and Contractor shall be responsible to the City for the procurement and maintenance thereof.

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(b) Contractor shall cause all work performed in connection with construction of the Project to be performed in compliance with (i) all applicable laws, ordinances, rules and regulations now in force or that may be enacted hereafter; (ii) all conditions of Project approval and mitigation measures included in any adopted or certified environmental document prepared for the Project; and (iii) all directions, rules and regulations of any fire marshal, health officer, building inspector, or other officer of every governmental agency now having or hereafter acquiring jurisdiction, provided that such direction given during construction does not conflict with conditions of Project approval or mitigation measures. (c) Contractor shall and shall cause its subcontractors to pay prevailing wages in the construction of the Project as those wages are determined pursuant to Labor Code Sections 1720 et seq., and implementing regulations of the Department of Industrial Relations, and to comply with all other applicable federal, State and local laws, regulations and ordinances pertaining to labor standards insofar as those laws, regulations and ordinances apply to the performance of this Agreement, including any applicable City of Richmond employment requirements, including but not limited to the City’s Living Wage Ordinance (Richmond Municipal Code Chapter 2.60), the City’s Business Opportunity Ordinance (Richmond Municipal Code Chapter 2.50), and the City’s Local Employment Program Ordinance (Richmond Municipal Code Chapter 2.56).

During the construction of the Project, Contractor shall post at the construction site the applicable prevailing rates of per diem wages. Contractor shall indemnify, hold harmless and defend, (with counsel reasonably acceptable to the City) the City against any claims for damages, compensation, fines, penalties or other amounts arising out of failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages in connection with construction of the Project. This Section 1.5(c) shall survive the termination of this Agreement.
(d) Contractor and all subcontractors shall maintain accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker and others employed on the Project. Each payroll record shall contain or be verified by a written declaration made under penalty of perjury, stating both of the following: (1) the information contained in the payroll record is true and correct, and (2) the employer has complied with the requirements of Labor Code Section 1771 (prevailing wage provisions), Section 1811 (eight-hour day, forty-hour week provisions), and Section 1815 (overtime compensation) for any work performed by his or her employees on the Project. The Contractor shall provide certified payroll records to the City each week, no later than ten (10) days after the end of a weekly pay period. Pay records shall be maintained and made available in accordance with Labor Code Section 1776. In addition, Contractor shall and shall cause its subcontractors promptly to deliver to the City, upon request, documents verifying compliance with the Living Wage Ordinance, which include documents which evidence that each affected employee has been notified regarding the wages required to be paid pursuant to the Living Wage Ordinance.

Such wages shall also be posted at the construction site. This Section 1.5(d) shall survive the termination of this Agreement.

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Section 1.6 Inspections.

Contractor shall permit and facilitate, and shall require its subcontractors to permit and facilitate, observation and inspection of the Project by the City and by public authorities at all times for the purposes of determining compliance with this Agreement and permits issued to perform the Project work. In so doing, Contractor shall provide access for testing and inspections. Contractor shall coordinate and schedule all testing and inspections required on the Project with the required advance notice as defined in the Project Specifications.

Section 1.7 Equal Opportunity.
(a) During the construction of the Project there shall be no discrimination on the basis of race, color, creed, religion, age, sex, sexual orientation, marital status, national origin, ancestry, or disability in the hiring, firing, promoting, or demoting of any person engaged in the construction work.
(b) In addition, Contractor agrees to observe the provisions of Section 2.28.030 of the Richmond Municipal Code, obligating Contractor and its subcontractors to refrain from discriminatory employment or subcontracting practices on the basis of race, color, sex, sexual orientation, religion, creed, national origin or ancestry of any employee, any applicant for employment or any potential subcontractor.

Section 1.8 Working Hours.

Eight hours of labor is a legal day’s work. Any worker’s time of service is restricted to eight hours during any calendar day, and 40 hours during a calendar week, unless overtime compensation is paid at not less than one and one-half times the basic rate of pay. The Contractor shall be assessed a penalty of twenty-five dollars ($25) for each day a worker is employed in violation of these requirements.

Section 1.9 Insurance and Bond Requirements.
(a) In accordance with California Labor Code Section 3700, Contractor must secure Workers’ Compensation coverage for its employees. Prior to performing any work, Contractor must execute a certification in the form set out at California Labor Code Section 1861. (b) Contractor shall submit to the City evidence of the insurance and payment and performance bond coverage meeting the requirements set forth in the Project Specifications. Proof of insurance and bonding related to the construction of the Project shall be provided to the City not more than (10) days after award of the contract. The City shall review and approve or disapprove of the evidence of insurance within twenty (20) days after submittal of complete information in the form required by the City. If the City disapproves the evidence of insurance, it shall specify in writing the reasons for such disapproval. Contractor shall resubmit the information required within ten (10) days. The review and submittal periods for resubmittals shall be reduced to a ten (10) day review period for the City and a five (5) day period for resubmittal by Contractor and shall continue to apply until the City approves the evidence of insurance coverage, but in no event shall the DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 784
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submittal and review period continue for more than forty-five (45) days. If, after forty-five (45) days the Contractor has not provided evidence of insurance and bond coverage meeting the requirements of the City, the City shall terminate the contract and may either award the work to the next lowest responsive responsible bidder or issue a new request for bids. (If the City issues a new request for bids, the Contractor shall be disqualified from re-bidding the work because of the failure to provide timely proof of insurance and/or bond coverage.) No work shall be initiated on the Project prior to Contractor’s receipt of the City’s approval of evidence of insurance coverage related to the construction of the Project.
(c) Contractor shall require and verify that all subcontractors or other parties hired for the Project purchase and maintain coverage for indemnity and insurance at least as broad as specified in the Project Specifications to the extent they apply to the scope of the subcontractor’s work with the same certificate of insurance requirements and naming as additional insureds all parties to this Agreement. Contractor shall include the following language in their agreement with subcontractors: “Subcontractors hired by Contractor agree to be bound to Contractor and City in the same manner and to the same extent as Contractor is bound to City under the Contract Documents and provide a valid certificate of insurance and the required endorsements included in the agreement as proof of compliance prior to commencement of any work and to include this same requirement for any subcontractors they hire for this work. A copy of the insurance and indemnity requirements of the Contract Documents will be furnished to the subcontractor upon request.” Contractor shall have furnished the City with evidence of the insurance coverage meeting the insurance requirements set forth in Project Specifications for each subcontractor prior to initiating any work on the Project, including Builder’s Risk insurance with appropriate coverage for the cost of construction. The periods for submittal, review and approval shall apply as stated in subparagraph (b) above.

(d) The Parties agree that notwithstanding the time requirements set forth in this subsection for submittal and resubmittal to the City by the Contractor of the evidence of insurance and review and approval of the evidence of insurance by the City, Contractor is responsible for ensuring that the evidence of insurance in approvable form is submitted to the City in a timely manner.
(e) Any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits set forth in the Project Specifications shall be available to the City as an additional insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified in the Project Specifications; or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured, whichever is greater. No representation is made that the minimum insurance requirements set forth in the Project Specifications are sufficient to cover the obligations of the Contractor under this Agreement. (f) Contractor shall maintain the insurance requirements set forth in the Project Specifications for a minimum of five (5) years following the completion of the Project. In the event Contractor fails to obtain or maintain completed operations coverage as required by the Project Specifications, the City at its sole discretion may purchase the coverage required and the cost for the same shall be paid by Contractor upon demand by the City.

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Section 1.10 Security In Lieu of Retention.
(a) The City shall retain five percent (5%) of the sum requested in each progress payment unless the Contractor elects to invoke the procedures set forth at California Public Contract Code 22300 to substitute securities to ensure performance under the contract.

1. At the request and the expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in the state as escrow agent, who shall then pay the retained funds to the Contractor. Upon satisfactory completion of the contract, the securities shall be returned to the Contractor.

2. Alternatively, the Contractor may request and the City shall make payment of retentions earned directly to the escrow agent at the expense of the Contractor. At the expense of the Contractor, the Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for in Public Contract Code 22300 for securities deposited by the Contractor. Upon satisfactory completion of this Agreement, the Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from the owner, pursuant to the terms of this section.
(b) If the Contractor chooses to place securities in escrow, the escrow agreement to be used shall be substantially similar to the following form:

ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between _________________________________________________ whose address is ________________________________ hereinafter called "Owner," ___________ whose address is ________________________________ hereinafter called "Contractor" and ___________ whose address is ________________________________ hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for ____ in the amount of ____ dated ____ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the Owner shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ____, and shall designate the Contractor as the beneficial owner.

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(2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.
(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner. (6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.
(7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.
(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (5) to (8), inclusive, of this Agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.
(10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of Owner: On behalf of Contractor:
_______________________ _________________________
Title Title
_______________________ _________________________
Name Name
_____________________ _________________________
Signature Signature
_______________________ _________________________
Address Address
On behalf of Escrow Agent:

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_______________________
Title
_______________________
Name
_______________________
Signature
_______________________
Address
At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner Contractor
________________________ _________________________
Title Title
________________________ _________________________
Name Name
________________________ _________________________
Signature Signature
Section 1.11 Senate Bill 854 Notice Requirements.

As provided in SB 854 (Stats. 2014, ch. 28): (a) no contractor or subcontractor may be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contracts Code, or engage in the performance of any contract for public work, unless currently registered with DIR and qualified to perform public work pursuant to California Labor Code Section 1725.5 (Lab. Code §1771.1(a)); (b) no contractor or subcontractor may be awarded a public works contract unless registered with the DIR to perform public work pursuant to Labor Code Section 1725.5 (Lab. Code §1771.1(b)); and (c) work performed on the project is subject to compliance monitoring and enforcement by DIR (Lab. Code §1771.4).

Section 1.12 Job Site Notices.

Contractor shall post at the job site notices in compliance with Title I California Code of Regulations Section 16451.

Section 1.13 Municipal Code Chapter 2.65 Requirements.

Contractor shall comply with Chapter 2.65 of the Richmond Municipal Code banning the requirement to provide information of prior criminal convictions on employment applications.

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ARTICLE II

DEFAULT AND REMEDIES
Section 2.1 Events of Default.

In addition the remedies set forth in Section 2.2, below, in the event of default the Department Head reserves the right to stop work immediately if any action or inaction by the Contractor or any subcontractor creates a risk of imminent harm to the public or property.

Each of the following shall constitute a “Default” by Contractor under this Agreement:
(a) Breach of Covenants. Failure by Contractor or any subcontractor to duly perform, comply with, or observe any of the conditions, terms, or covenants of any of the Contract Documents. The City shall give Contractor written notice of the breach and specify a time in which to cure the breach. If the Contractor cures the breach within the time specified in the notice or, if the breach cannot be cured in the time specified but the Contractor has diligently pursued measures to cure the breach and to keep the City informed of its progress, then the breach shall not constitute a default provided that the breach is cured within thirty (30) days from the date of the City’s last notice and demand to cure.
(b) Disregard of Laws. Disregard of laws, rules, regulations, directions or instructions of City by Contractor or any subcontractor with respect to the performance of work. (c) Insolvency. A court having jurisdiction shall have made or entered any decree or order (i) adjudging Contractor to be bankrupt or insolvent, (ii) approving as properly filed a petition seeking reorganization of Contractor or seeking any arrangement for Contractor under the bankruptcy law or any other applicable debtor’s relief law or statute of the United States or any state or other jurisdiction, (iii) appointing a receiver, trustee, liquidator, or assignee of Contractor in bankruptcy or insolvency or for any of their properties, (iv) directing the winding up or liquidation of Contractor if any such decree or order described in clauses (i) to (iv), inclusive, shall have continued unstayed or undischarged for a period of ninety (90) days; or (v) Contractor shall have admitted in writing its inability to pay its debts as they fall due or shall have voluntarily submitted to or filed a petition seeking any decree or order of the nature described in clauses (i) to (iv), inclusive.
(d) Suspension; Termination. Contractor shall have voluntarily suspended its business, or shall have voluntarily or involuntarily lost or terminated one or more of the licenses required to perform the work.
(e) Liens on Property and the Development. There shall be filed any claim of lien (other than liens approved in writing by the City) against the Project or the construction site or any part thereof, or any interest or right made appurtenant thereto and the continued maintenance of said claim of lien for a period of twenty (20) days without discharge or satisfaction thereof or provision therefore (including, without limitation, the posting of bonds) satisfactory to the City.

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Section 2.2 Remedies.

The occurrence of any Default hereunder following the expiration of all applicable notice and cure periods will, either at the option of the City or automatically where so specified, relieve the City of any obligation to make or continue payments and shall give the City the right to proceed with any and all remedies set forth in the Contract Documents, including but not limited to the following:
(a) Specific Performance. The City shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Contractor to perform its obligations and covenants under this Agreement or to enjoin acts on things which may be unlawful or in violation of the provisions of this Agreement.
(b) Right of Contest. Contractor shall have the right to contest in good faith any claim, demand, levy, or assessment the assertion of which would constitute a Default hereunder.

Any such contest shall be prosecuted diligently and in a manner unprejudicial to the City or the rights of the City hereunder.
(c) Remedies Cumulative. No right, power, or remedy given to the City by the terms of the Contract Documents is intended to be exclusive of any other right, power, or remedy; and each and every such right, power, or remedy shall be cumulative and in addition to every other right, power, or remedy given to the City by the terms of any such instrument, or by any statute or otherwise against Contractor and any other person. Neither the failure nor any delay on the part of the City to exercise any such rights and remedies shall operate as a waiver thereof, nor shall any single or partial exercise by the City of any such right or remedy preclude any other or further exercise of such right or remedy, or any other right or remedy.

Section 2.3 Waiver of Damages.

Contractor, in having tendered the Proposal, shall be deemed to have waived any and all claims for damages because of termination of this Agreement for any reason. Contractor shall not be entitled to any lost profit in the event of termination.

ARTICLE III

GENERAL PROVISIONS
Section 3.1 Relationship of Parties.

Nothing contained in this Agreement shall be interpreted or understood by any of the Parties, or by any third persons, as creating the relationship of employer and employee, principal and agent, limited or general partnership, or joint venture between the City and Contractor or its agents, employees or subcontractors, and Contractor shall at all times be deemed an independent contractor and shall be wholly responsible for the manner in which it or its agents, or both, perform the services required of it by the terms of this Agreement. Contractor has and retains the right to exercise full control of employment, direction, compensation, and discharge of all persons assisting in the performance of services under the Agreement. In regards to the DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 790
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construction of the Project, Contractor shall be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding, and all other laws and regulations governing such matters, and shall include requirements in each contract that subcontractors shall be solely responsible for similar matters relating to their employees.

Contractor shall be solely responsible for its own acts and those of its agents and employees.

Section 3.2 Change Orders.
(a) Changes affecting the time of performance, unit pricing, or total contract price shall be set forth in a written Change Order that shall specify:

1. The work performed in connection with the change to be made;

2. The amount of the adjustment to the Payment Limit, if any, and the basis for compensation for the work ordered; which adjustment may be a negotiated lump sum amount, agreed unit price, or paid under Section 9-1.04 “Force Account” of the 2015 State of California Department of Transportation Standard Specifications; and

3. The amount of time to be adjusted in the schedule for performance, if any. (b) A Change Order will become effective when signed by the Department Head, or his or her representative, notwithstanding that Contractor has not signed it. A Change Order will become effective without Contractor’s signature, provided the Department Head or his or her representative so indicates by noting thereon “unilateral change order.” (c) All changes in any plans and specification approved by any authority with jurisdiction over the Project may also require addenda or change orders approved by that authority.
(d) Where the City requests, a performance bond rider covering the changed work must be executed and delivered to the City before proceeding with the changed work, or shortly in time thereafter.
(e) The Department Head or his or her representative has the authority to approve Change Orders with a cumulative dollar value of up to ten percent (10%) of the contract price.

Section 3.3 Claims By Contractor.
(a)No Third-Party Claims. Nothing contained in this Agreement shall create or justify any claim against the City by any person that Contractor may have employed or with whom Contractor may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the construction of the Project, and Contractor shall include similar requirements in any contracts entered into for the construction of the Project. Pursuant to Section 9204 (d)(5) of the Public Contract Code, however, Contractor may present a claim on behalf of a subcontractor for work which was performed by that subcontractor or lower tier subcontractor. Such claim shall have been reviewed and evaluated by Contractor prior to submission to the City.

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(b)Obligation to File Claims for Disputed Work. Should it appear to the Contractor that the work to be performed or any of the matters relative to the Contract Documents are not satisfactorily detailed or explained therein, or should any questions arise as to the meaning or intent of the Contract Documents, or should Contractor have a claim against the City, as the term “claim” is defined in Section 9204 of the Public Contract Code, or should any dispute arise regarding the true value of any work performed, work omitted, extra work that the Contractor may be required to perform, time extensions, payment to the Contractor during performance of the work, construction of the Project, and/or compliance with procedures or standards set forth in the Contract Documents, or should Contractor otherwise seek extra time or compensation FOR ANY REASON WHATSOEVER (each, a “Claim”), then Contractor shall first follow the procedures set forth in this Agreement, including but not limited to Section 3.2, “Change Orders.” If a dispute remains, then Contractor shall give written notice by registered or certified mail with return receipt requested, and such Claim shall be resolved as set forth below. (c)Form and Contents of Claim. The Claim shall be submitted to the City within thirty (30) days of receiving the City’s written decision regarding the dispute, or the date the Contractor contends such decision was due, and in no event later than the date of final payment.

Contractor’s written claim must identify itself as a “Claim” under this Section 3.3 and must include the following: (1) a narrative of pertinent events; (2) citation to contract provisions; (3) theory of entitlement; (4) complete pricing of all cost impacts; (5) a time impact analysis of all time delays that shows actual time impact on the critical path; (6) documentation supporting items 1 – 5; and (7) verification under penalty of perjury of the claim’s accuracy. The Claim shall be priced like a Change Order, and must be updated every thirty (30) days as to cost and entitlement if it remains a continuing Claim. Routine contract materials, for example, correspondence, RFI, Change Order requests, or payment requests shall not constitute a Claim.

Contractor shall bear all costs incurred in preparation, submittal, and administration of a Claim. (d)Administration After Claim Submittal.

1. City may render a final decision based solely on the materials submitted in support of the Claim or may in its sole discretion conduct an administrative hearing on the Claim, in which case Contractor shall appear, participate, answer inquiries, and present any further evidence or analysis requested by City. Should City take no action on the Claim within forty-five (45) days (or any extension thereof mutually agreed upon by City and Contractor, or any such greater time to respond afforded City under Section 9204(d)(1)(C) of the Public Contract Code) of submittal, it shall be deemed denied.

2. If Contractor disputes City’s written response, or if City fails to respond to a Claim within the time prescribed, Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, City will schedule a meet and confer conference within thirty (30) days for settlement of the dispute.

3. Within ten (10) business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, City will DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 792
13 2018_Final Form
provide Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within sixty (60) days after City issues its written statement. Any disputed portion of the Claim, as identified by Contractor in writing, shall be submitted to nonbinding mediation, with City and Contractor sharing the associated costs equally. City and Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If City and Contractor cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be subject to Section 3.3(f) of this Agreement.

4. Failure by City to respond to a Claim within the time periods described in Section 9204 of the Public Contract Code or to otherwise comply with the time requirements of that section shall result in the Claim being deemed rejected in its entirety. A Claim that is denied by reason of City’s failure to have responded to a claim, or its failure to otherwise comply with the time requirements of Section 9204 of the Public Contract Code, shall not constitute an adverse finding with regard to the merits of the Claim or the responsibility or qualifications of the claimant filing the Claim.

5. Notwithstanding and pending the resolution of any Claim or dispute, Contractor shall diligently perform the disputed work to final completion in accordance with the City’s direction.
(f)Compliance

1. The provisions of this Section 3.3 constitute a non-judicial claim settlement procedure that, pursuant to California Government Code Section 930.2, shall constitute a condition precedent to the submittal of a valid claim under the California Government Code. Any Government Code claims alleging disputed work must affirmatively indicate prior compliance with this Section 3.3. In accordance with Richmond Municipal Code Section 1.10.010(b), all Government Code claims must be presented no later than the 100th day after the earlier of (i) the date the City actively or passively denied the Claim, or (ii) substantial completion or termination of the contract.

2.Failure to submit and administer Claims as required in Section 3.3 shall waive Contractor’s right to compensation for any disputed work not included in a timely Claim. Disputes not raised in a timely protest and timely Claim submitted under this Section 3.3 may not be asserted in any subsequent Government Code claim, administrative hearing, or civil action.

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3. City shall not be deemed to waive any provision under this Section 3.3 if, at City’s sole discretion, a Claim is administered in a manner not in accord with this Section 3.3. Waivers or modifications of this Section 3.3 may only be made by signed Change Order approved as to form by legal counsel for both City and Contractor. Oral or implied modifications shall be of no force or effect.

Section 3.4 Indemnification.
(a) To the fullest extent permissible by law, Contractor shall indemnify, defend, and hold harmless, and require its subcontractors to defend, indemnify and hold harmless, the City, its elected and appointed officials, and all of its employees, volunteers and agents (the “Indemnified Parties”), from all liability, penalties, costs, losses, damages, expenses, causes of action, claims or judgments, including attorney’s fees and other defense costs (collectively, “Actions”), resulting from injury to or death sustained by any person (including Contractor’s or any subcontractors’ employees), or damage to property of any kind, or any other injury or damage whatsoever, which Actions arise out of or are in any way connected with the construction of the Project, regardless of Contractor’s fault or negligence; provided, however, that Contractor’s, and Contractor’s subcontractors’ indemnity obligations hereunder shall not apply to the extent any Actions are caused by the active negligence or willful act or omission of an Indemnified Party. The indemnification obligations of Contractor and its subcontractors shall extend to Actions asserted after termination of this Agreement for whatever reason for the full period of time allowed by law.
(b) In Actions against any person or entity indemnified under Section 3.4(a) above by an employee of Contractor or its subcontractors, anyone directly or indirectly employed by any one of them or anyone for whose acts one of them may be liable, the indemnification obligation under Section 3.4(a) above shall not be limited by a limitation on amount or type of damages, compensation of benefits payable under workers’ compensation acts, disability benefit acts or other employee benefit acts.
(c) The defense and indemnification obligations set forth in Section 3.4(a) above are undertaken in addition to, and shall not in any way be limited by, the insurance obligations set forth in the Project Specifications.

Section 3.5 Non-Liability of City Officials, Employees and Agents.

No member, official, employee or agent of the City shall be personally liable to Contractor in the event of any default or breach by the City or for any amount which may become due to Contractor or its successor or on any obligation under the terms of this Agreement.

Section 3.6 No Third Party Beneficiaries.

There shall be no third party beneficiaries to this Agreement.

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Section 3.7 Conflict of Interest.
(a) Except for approved eligible administrative or personnel costs, no person described in Section 3.7(b) below who exercises or has exercised any functions or responsibilities with respect to the activities funded pursuant to this Agreement or who is in a position to participate in a decision-making process or gain inside information with regard to such activities, may obtain a personal or financial interest or benefit from the activity, or have an interest in any contract, subcontract or agreement with respect thereto, or the proceeds thereunder, either for themselves or those with whom they have family or business ties, during, or at any time after, such person’s tenure. Contractor shall exercise due diligence to ensure that the prohibition in this Section 3.7(a) is followed.
(b) The conflict of interest provisions of Section 3.7(a) above apply to any person who is an employee, agent, consultant, officer, or elected or appointed official of the City of Richmond, and any immediate family member or dependent of such person.

Section 3.8 Notices, Demands and Communications.

If at any time after the execution of this Agreement it shall become necessary or convenient for one of the Parties hereto to serve any notice, demand or communication upon the other Party, such notice, demand or communication shall be in writing and shall be served personally or by depositing the same in the registered United States mail, return receipt requested, postage prepaid or delivered by express delivery service, return receipt requested and (1) if intended for the City shall be addressed to:

City of Richmond
450 Civic Center Plaza
Richmond, California 94804
Attention: XXXX
With copy to:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Attention: City Attorney

(2) if intended for Contractor shall be addressed to:

XXXX
XXXX
XXXX
Attn: XXXX
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Any notice, demand or communication shall be deemed given, received, made or communicated on the date personal delivery is affected or, if mailed in the manner herein specified, on the delivery date or date delivery is refused by the addressee, as shown on the return receipt. Any Party may change its address at any time by giving written notice of such change at least ten (10) days prior to the date such change is desired to be effective.

Section 3.9 Applicable Law.

This Agreement shall be governed by California law. This Agreement is made in Contra Costa County, California, and any action relating to this Agreement shall be instituted and prosecuted in the courts of Contra Costa County, California.

Section 3.10 Parties Bound.

Except as otherwise limited herein, the provisions of this Agreement shall be binding upon and inure to the benefit of the Parties and their heirs, executors, administrators, legal representatives, successors, and assigns. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor, successor, or assign of such Party who has acquired an interest in compliance with the terms of this Agreement or under law. This Agreement shall be binding upon and inure to the benefit of the heirs, administrators, executors, successors in interest, and assigns of each of the Parties.

Section 3.11 Severability.

If any term of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability.

Section 3.12 Force Majeure.

Performance by either Party shall not be deemed to be in default when delays in performance are due to war, insurrection, strikes, lock-outs, riots, floods, earthquakes, fires, quarantine restrictions, freight embargoes, or court order, or any other similar causes (other than lack of funds of Contractor) beyond the control or without the fault of the Party claiming an extension of time to perform (“Force-Majeure Delays”). In no event shall any extension of any period of time be deemed to have occurred unless the Party claiming the Force-Majeure Delay gives written notice to the other Party within ten (10) days following the commencement of any such delay, setting forth the facts giving rise to the Force-Majeure Delay request, the expected duration of the delay, and the steps the Party intends to take to minimize the Delay. During the Force-Majeure Delay, the Party whose performance is delayed shall keep the other Party reasonably informed of the situation and the steps taken by such Party to continue performance and minimize delay. After the Force-Majeure Delay is over, the Parties shall in good faith jointly prepare an accurate written record of the circumstances giving rise to delay, specifying the commencement date and duration of the Force-Majeure Delay and the cause thereof, which record shall be signed by each Party to confirm agreement with respect to its content. In no event shall the City be required to agree to cumulative Force-Majeure Delays in excess of sixty DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 796
17 2018_Final Form
(60) days unless the City is the cause of such delay. In the event that the parties cannot agree upon a record of the circumstances giving rise to the Force-Majeure Delay, the procedures set forth in Section 3.3 of this Agreement shall apply.

Section 3.13 Waivers.

Any waiver by the City of any obligation or condition in this Agreement must be in writing. No waiver will be implied from any delay or failure by the City to take action on any breach or default of Contractor or to pursue any remedy allowed under this Agreement or applicable law. Any extension of time granted to Contractor to perform any obligation under this Agreement shall not operate as a waiver or release from any of its obligations under this Agreement. Consent by the City to any act or omission by Contractor shall not be construed to be consent to any other or subsequent act or omission or to waive the requirement for the City’s written consent to future waivers.

Section 3.14 Title of Parts and Sections.

Any titles of the sections or subsections of this Agreement are inserted for convenience of reference only and shall be disregarded in interpreting any part of the Agreement’s provisions.

Section 3.15 Entire Understanding of the Parties.

The Contract Documents – along with any written change orders and dispute determinations that may be issued by the City in the course of performance – shall constitute the entire understanding and agreement of the Parties with respect to construction of the Project.

The Contract Documents, written change orders (if any), and dispute determinations (if any) are deemed complementary and should be interpreted together.

Section 3.16 Multiple Originals; Counterpart.

This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts. A facsimile or electronic signature to this Agreement shall be as valid as an ink signed original.
[Signatures on following page]
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18 2018_Final Form
WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written.

Reviewed By:
_______________________
City Attorney
ATTEST:
_______________________________
City Clerk
CITY:

CITY OF RICHMOND, a municipal corporation and
charter city
By: _________________________________
Name: _________________________________
Its: __________________________________
CONTRACTOR:

XXXX
By: _________________________________
Name: _________________________________
Its: _________________________________
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Exhibit A
Proposal
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 799

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 51 00 - 1 Special Conditions and Provisions
DOCUMENT 00 51 00

SPECIAL CONDITIONS AND PROVISIONS

1.1 GENERAL INFORMATION
A. The City of Richmond Standard Contract shall include the following Special Conditions and Provisions.

1.2 SUPPLEMENTARY GENERAL CONDITIONS
A. AIA Document A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 2017 Edition, shall supplement and be complimentary to the City of Richmond Standard Contract General Conditions (Exhibit D).

B. The City of Richmond Standard Contract General Conditions, Special Conditions and Provisions, and AIA Document A201 shall collectively establish how the project shall be administered.

C. A copy of AIA Document A201 – GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION for this Project is available upon request.

1.3 DOCUMENT HIERARCHY
A. In the event of a written discrepancy or conflict between the City of Richmond Contract General Conditions, these Special Conditions and Provisions, or the Supplementary General Conditions referenced as the AIA Document A201- General Conditions of the Contract for Construction, the following document hierarchy shall be followed:

1. City of Richmond Contract General Conditions (Exhibit D of the Agreement)

2. Special Conditions and Provisions (Exhibit E of the Agreement)

3. AIA Document A201 – General Conditions of the Contract for Construction B. In the absence of a written discrepancy or conflict, these above referenced documents shall be collectively considered complimentary and additive to each other in describing how the project shall be administered.

C. No Section or Paragraph of the Supplementary General Conditions shall supersede the City of Richmond Standard Contract General Conditions.

1.4 COMMENCEMENT AND PROCEEDING WITH THE WORK
A. The Contractor shall commence with the Work upon receipt of directions to proceed as stated in the "Notice to Proceed" issued by the City of Richmond.

B. The Contractor shall diligently prosecute the Work on each working day, weather permitting. Work shall continue without delays until completed.

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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 51 00 - 2 Special Conditions and Provisions
C. Failure to provide an adequate working force shall be considered as grounds for the termination of the contract.

D. The Contractor shall not work on Saturdays, Sundays, City of Richmond holidays, nor between the hours of 6:00 p.m. and 7:00 a.m. without the written permission of the Public Works Director.

1.5 PRE-CONSTRUCTION MEETING
A. Within five (5) working days of the issuance of the Notice to Proceed, a pre- construction meeting shall be held in the City of Richmond (typically project location) for the purpose of discussing with the Contractor and the Contractor’s Major Subcontractors the following topics:

1. Lines of Communication and Personnel Contacts

2. Notice to Proceed and Completion Dates

3. Administrative Procedures

4. Scope of Work

5. Contract Documents

6. Coordination with Owner Work or Owner Furnished Equipment

1.6 CERTIFIED PAYROLL RECORDS
A. The Contractor shall maintain ‘Certified Payroll Records’ for all employees employed in the performance of the Work illustrating compliance with the California Department of Industrial Relations and the California Labor Code.

B. Such payroll records shall be prepared and maintained on a weekly basis and shall be available for review by the City or the City’s Inspector at anytime.

C. Certified Payroll Records shall be submitted monthly with the Contractor’s Application for Payment. Failure to submit payroll records is cause for delay in payment.

1.7 PAYMENTS TO CONTRACTOR
A. Within forty-five (45) days after approval of the Contractor’s Application for Payment, the Contractor shall be paid a sum equal to ninety percent (90%) of the value of the Work performed (as verified by Architect and Inspector and certified by the Contractor) up to the last day of the previous month, less the aggregate of previous payments and amounts to be withheld.

B. The value of the Work completed shall be Contractor's best estimate. No inaccuracy or error in said estimate shall operate to release the Contractor, or any Surety upon any bond, from damages arising from such Work, or from the City's right to enforce each and every provision of this Contract, and the City shall have the right subsequently to correct any error made in any estimate for payment.

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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 51 00 - 3 Special Conditions and Provisions

1.8 WARRANTY OF TITLE
A. If a lien or a claim based on a stop notice of any nature should at any time be filed against the Work or any City property, by any entity which has supplied material or services at the request of the Contractor, Contractor and Contractor's Surety shall promptly, on demand by the City and at Contractor's and Surety's own expense, take any and all action necessary to cause any such lien or a claim based on a stop notice to be released or discharged immediately therefrom.

B. If the Contractor fails to furnish to the City within ten (10) calendar days after demand by the City, satisfactory evidence that a lien or a claim based on a stop notice has been so released, discharged, or secured, the City may discharge such indebtedness and deduct the amount required therefore, together with any and all losses, costs, damages, and attorney's fees and expense incurred or suffered by City from any sum payable to Contractor under the Contract.

1.9 COMPLETION OF THE WORK
A. Completion

1. The City will accept completion of Contract and have the Notice of Completion recorded when the entire Work shall have been completed to the satisfaction of the City.

2. The Work may only be accepted as complete by action of the governing board of the City.

B. The City, at its sole option, may accept completion of Contract and have the Notice of Completion recorded when the entire Work shall have been completed to the satisfaction of the City, except for minor corrective items, as distinguished from incomplete items. If Contractor fails to complete all minor corrective items within thirty (30) days after the date of the City's acceptance of completion, the City shall withhold from the final payment one hundred fifty percent (150%) of an estimate of the amount sufficient to complete the corrective items, as determined by City, until the item(s) are completed.

1.10 WATER RESOURCES, DUST CONTROL AND NOISE CONTROL
A. Comply with federal, state and local regulations pertaining to water, air, solid waste, recycling, chemical waste, sanitary waste, sediment and noise pollution.

B. Protection of Natural Resources: Preserve the natural resources within the project boundaries or restore to an equivalent condition.

1. Confine construction activities to areas defined by public roads, easements, and work area limits indicated on the drawings.
a. Temporary Construction: Remove indications of temporary construction facilities, such as haul roads, work areas, structures, stockpiles or waste areas.

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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 51 00 - 4 Special Conditions and Provisions

2. Water Resources: Comply with applicable regulations concerning the direct or indirect discharge of pollutants to underground and natural surface waters. a. Oily Substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water in such quantities as to affect normal use, aesthetics, or produce a measurable ecological impact on the area.
1) Store and service construction equipment at areas designated for collection of oil wastes.
b. Exercise every reasonable precaution to prevent any debris, chemical or other harmful material in the construction water resulted from his operations from discharging into the storm drain system.

3. Dust Control, Air Pollution, and Odor Control: Prevent creation of dust, air pollution and odors.
a. Use temporary enclosures and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. b. Exercise diligence in preventing dust nuisances. When necessary or when directed by the Public Works Director, the Contractor shall apply water for laying dust. Water shall be applied by means of pressure-type distributors equipped with a spray system that will insure a uniform application. b. Store volatile liquids, including fuels and solvents, in closed containers. c. Properly maintain equipment to reduce gaseous pollutant emissions.

4. Noise Control: Perform construction operations to minimize noise. a. Repetitive, high level impact noise will be permitted only between the hours of 7:00 a.m. and 6:00 p.m.

Repetitive impact noise at or within occupied buildings shall not exceed the following dB limitations:

Sound Level in dB Time Duration of Impact Noise
70 More than 12 minutes in any hour
80 More than 3 minutes in any hour
b. Provide equipment, sound-deadening devices, and take noise abatement measures that are necessary to comply with the requirements of this Contract. c. Comply with applicable City Ordinances and State Regulatory Requirements pertaining to noise and sound level dB limitations while performing construction operations.
d. There is no noise limitation on unoccupied buildings.

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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 51 00 - 5 Special Conditions and Provisions

1.11 UNDERGROUND UTILITIES AND OBSTRUCTIONS
A. The Contractor shall notify the appropriate regional Underground Service Alert (USA) notification center for operations of subsurface installations at least 2 working days prior to performing any excavation in the proximity of any underground facilities.

B. It is the responsibility of the Contractor to exercise due caution in performing his work so as not to damage both on-site and off-site utilities whether shown on the plans or not. The work specified shall be so conducted as to permit the utility companies to maintain their services without interruption.

C. Utilities and underground pipelines which are to remain in place shall be worked around and protected from damage or interruption of service.

D. Existing facilities are to remain unless otherwise indicated to be removed or except as may be required to be removed, modified and/or restored to permit construction.

1.12 PRESERVATION OF PROPERTY
A. The Contractor shall take care to protect all existing improvements and facilities within and adjacent to the work area. Any damage to the existing improvements and facilities caused by the Contractor’s operations shall be repaired or replaced as directed by the City of Richmond at the Contractor’s expense.

1.13 PUBLIC CONVENIENCE
A. The Contractor shall maintain a neat appearance to the work.

B. In any area visible to the public, the following shall apply:

1. Debris shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed and disposed of daily. The Contractor shall furnish trash bins for all debris. All debris shall be placed in trash bins concurrently with its removal.

END OF DOCUMENT
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 804

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 60 00 - 1 Bond and Insurance Forms
DOCUMENT 00 60 00

BOND AND INSURANCE FORMS

1.1 GENERAL INFORMATION
A. The Bid Documents and Contract Documents reference Bid Bond requirements, Performance Bond requirements, and Payment Bond requirements.

1. Sample copies of these three bond documents are bound herein for reference.

B. The City of Richmond requires an Insurance Verification Form to be submitted at a time as requested by the City.

1. A sample copy of this form is bound herein for reference.

END OF DOCUMENT
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 805
Bond No.

BID BOND

KNOW ALL MEN BY THESE PRESENTS:

That We,
, as Principal,
and , as Surety, are hereby held and firmly bound unto the City of Richmond, in the penal sum of TEN PERCENT (10%) of the total bid submitted by said Principal to the City of Richmond for the work described be low, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THE ABOVE OBLIGATION IS SUCH THAT, whereas the Principal has submitted to the City of Richmond a certain bid, attached hereto and hereby made a part hereof, to enter into a contract in writing for the

.

NOW, THEREFORE, if said bid submitted by the Principal be accepted and the contract be awarded to the Principal and the Principal shall, within ten (10) days after having received notice that the contract has been awarded to the Principal, enter into the Contract so awarded, shall furnish the required corporate surety bonds and insurance coverage verification and shall in all other respects perform the ag reement created by the acceptance of the bid, then this obligation shall be void, otherwise the same shall remain in full force and effect.

The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the City of Richmond may accept such Bid; and said Surety does hereby waive notice of such extension.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Richmond in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals on this

day of , 20 .

B y :

T i t l e

B y :

T i t l e :

Bid Bond (11/4/03)
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§ 66499.1. Faithful performance bond; form, CA GOVT § 66499.1

PERFORMANCE BOND

Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter de signated as “principal”) have entered into an agreement whereby principal agrees to install and complete certain d esignated public improvements, which said agreement, dated _________ _, 201_, and identified as project __________, is h ereby referred to and made a part hereof; and

Whereas, Said principal is required under the terms of said agreement to furnish a bond for the faithf ul performance of said agreement.

Now, therefore, we, the principal and __________, a s surety, are held and firmly bound unto the City o f Richmond (hereinafter called “City”), in the penal sum of __________ dollars ($__________) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors an d administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if th e above bounded principal, his or its heirs, execut ors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any altera tion thereof made as therein provided, on his or th eir part, to be kept and performed at the time and in the manner therein spe cified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officer s, agents and employees, as therein stipulated, the n this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in a ddition to the face amount specified therefor, ther e shall be included costs and reasonable expenses and fees, including reasona ble attorney’s fees, incurred by City in successful ly enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The surety hereby stipulates and agrees that no cha nge, extension of time, alteration or addition to t he terms of the agreement or to the work to be performed thereunder or the sp ecifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of an y such change, extension of time, alteration or add ition to the terms of the agreement or to the work or to the specifications.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 201__.

By: _________________________

Title: _________________________

By: _________________________

Title: _________________________

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 807
§ 66499.2. Bond for security of laborers and material suppliers; form, CA GOVT § 66499.2

1 PAYMENT BOND

Whereas, The City Council of the City of Richmond, State of California, and __________ (hereinafter de signated as “the principal”) have entered into an agreement whereby the principal agrees to install and complete certai n designated public improvements, which agreement, dated __________, 20 1__, and identified as project __________, is hereb y referred to and made a part hereof; and

Whereas, Under the terms of the agreement, the prin cipal is required before entering upon the performa nce of the work, to file a good and sufficient payment bond with the Ci ty of Richmond to secure the claims to which refere nce is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code.

Now, therefore, the principal and ____________, as corporate surety, are held firmly bound unto the Ci ty of Richmond (hereinafter called “City”) and all contractors, su bcontractors, laborers, material suppliers, and oth er persons employed in the performance of the agreement and referred to in Tit le 3 (commencing with Section 9000) of Part 6 of Di vision 4 of the Civil Code in the sum of __________ dollars ($ __________ ), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respe ct to this work or labor, that the surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney’s fees, inc urred by City in successfully enforcing this obligation, to be award ed and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that t his bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Divisio n 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performe d, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications accompanying the same shall i n any manner affect its obligations on this bond, a nd it does hereby waive notice of any such change, extension, alteration, or addition.

In witness whereof, this instrument has been duly executed by the principal and surety above named, on __________, 201__.

By: _________________________

Title: _________________________

By: _________________________

Title: _________________________

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 808
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors

Type 1 – Page 1 of 4

Revised: September 2011

In all instances where a CONTRACTOR or its representatives will be conducting business and/or providing services, the City requires the following MINIMUM insurance requirements and limits.

CONTRACTOR shall procure and maintain for the duration of the contract, agreement, or other order for work, services or supplies, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the CONTRACTOR, its agents, representatives, employees or subcontractors. Maintenance of proper insurance coverage is a material element of the contract. Failure to maintain or renew coverage or to provide evidence of renewal may be treated by the City as a material breach of contract.

CONTRACTOR agrees that in the event of loss due to any of the perils for which it has agreed to provide Commercial General Liability insurance, CONTRACTOR shall look solely to its insurance for recovery. CONTRACTOR hereby grants to CITY, on behalf of any insurer providing Commercial General Liability insurance to either CONTRACTOR or CITY with respect to the services of CONSULTANT herein, a waiver of any right to subrogation which any such insurer of said CONTRACTOR may acquire against the CITY by virtue of the payment of any loss under such insurance.

Original, signed certificates and original, separate policy endorsements, naming the City as an additional insured for general liability, as well as a waiver of subrogation for Workers’ Compensation insurance, shall be received and approved by the City before any work may begin. However, failure to do so shall not operate as a waiver of these insurance requirements.

City reserves the right to modify or require additional coverages for specific risk exposures depending on scope of CONTRACTORS work.

Minimum coverage is detailed below. The policy limits of coverage shall be made available to the full limits of the policy.

The minimum limits stated herein shall not serve to reduce the policy limits of coverage of CONTRACTOR.

Minimum Scope of Insurance – the following forms shall be provided and coverage shall be at least as broad as the following:

1. Insurance Services Office Commercial General Liability coverage (ISO Occurrence Form CG 0001) including coverage for bodily and personal injury, property damage, and products and completed operations.

2. Insurance Services Office Automobile Liability coverage (ISO Form CA 0001, Code 1, Any Auto)

3. Original and Separate Additional Insured Endorsements for General Liability (ISO Form CG 20 10 11/85 or its equivalent) with primary and non-contributory language.

4. Workers’ Compensation Insurance as required by the State of California including Employer’s Liability coverage.

5. Original and Separate Waiver of Subrogation for Workers’ Compensation and Builder’s Risk/ Course of Construction Insurance.

6. Builder’s Risk/Course of Construction insurance covering all risks of loss less policy exclusions when the City of Richmond has a financial interest in the property. – (Only required for Construction Contracts involving property)

7. Contractor’s Pollution Liability (if applicable for Construction Contractors)

Required Coverage

Minimum Limits
Workers’ Compensation and
Employers’ Liability
Statutory limits as required by the State of California including $1 million Employers’ Liability per accident, per employee for bodily injury or disease.

If CONTRACTOR
is self-insured, provide a certificate of Permission to Self- Insure, signed by the California Department of Industrial Relations and Self- Insurance. If contractor is a sole proprietor (has no employees) than contractor must sign “Contractor Release of Liability” found at:
http://www.ci.richmond.ca.us/index.aspx?nid=61.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 809
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors

Type 1 – Page 2 of 4

Revised: September 2011

PROJECT COST R EQUIRED LIMIT
$0 - $5 million $2 million p/o
$5 million - $10 million $5 million p/o
Over $10 million $10 million p/o
Fireworks $5 million p/o
General Liability
(primary and excess limits
combined)

Includes coverage for bodily injury, personal injury, property damage and products and completed operations. The policy shall not exclude coverage for XCU perils (explosion, collapse, or damage to underground property).

If the policy includes a general aggregate, either the general aggregate shall apply separately to this project, service or location or the minimum required aggregate limit shall be twice the per occurrence limit ($4 million aggregate limit).

Policy shall be endorsed to name the City of Richmond as an additional insured per the conditions detailed below.

Automobile Liability $1,000,000 per occurrence for bodily injury and property damage.

Builders’ Risk/Course of
Construction – Covers property
under construction, repair or
renovation as well as equipment
and materials to be installed.

(Only required for Construction
Projects involving property and
equipment installation.)
Coverage shall include all risks of direct physical loss, excluding earthquake, for an amount equal to the full completed value of the covered structure or replacement value of alterations or additions, including soft costs and business interruption.

If the project does not involve new or major reconstruction, 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 City of Richmond’s site.

The City of Richmond shall be named as loss payee as its interest may appear. The insurer shall waive all rights of subrogation against City.

Contractor’s Pollution Liability (if
applicable)
Protects against:
unexpected/unintended release of
pollution resulting from contractors
covered operations such as:

HVAC, paving, carpentry, pipeline
& tank installation, drillers,
remediation contractors,
maintenance, mechanical,
demolition, excavation, grading,
street/road construction,
residential & commercial builders.

Same limits as General Liability.

Required Policy Conditions
A. M. Best Rating A:VII or Better. If the A.M. Best Rating falls below the required rating, CONTRACTOR must replace coverage immediately and provide notice to City.

Additional Insured Endorsement

Applicable to General Liability Coverage.

The City of Richmond, its officers, officials, employees, agents and volunteers are to be named as additional insureds for all liability arising out of the operations by or on behalf of the named insured, including but not limited to bodily injury, deaths and property damage or destruction arising in any respect directly or indirectly in the performance of this contract.

ISO form CG 20 10 (11/85) or its equivalent is required. The endorsement must not
exclude products and completed operations
coverage. If it does, then CG 20 37 (10/01) is also required.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 810
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors

Type 1 – Page 3 of 4

Revised: September 2011
Additional Insured Endorsement
(continued)

SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Primary and Noncontributory The contractor’s insurance coverage must be primary coverage as it pertains to the City, its officers, officials, employees, agents and volunteers. Any insurance or self insurance maintained by the City is wholly separate from the insurance of the contractor and in no way relieves the contractor from its responsibility to provide insurance.

Waiver of Subrogation
Endorsement Form
Contractor’s insurer will provide a Waiver of Subrogation in favor of the City for Workers Compensation and Builder’s Risk/ Course of Construction coverage during the life of this contract.

SAMPLE Endorsements can be found at
http://www.ci.richmond.ca.us/index.aspx?nid=61
Deductibles and Self-Insured
Retentions
Any deductible or self-insured retention must be declared to and approved by the City. At the option of the City either the insurer shall reduce or eliminate such deductibles or self-insured retention as respects the City or the CONTRACTOR shall procure a financial guarantee in an amount equal to the deductible or self-insured retention guaranteeing payment of losses and related investigations, claims administration and defense expenses.

Contractor is responsible for satisfaction of the deductible and/or self-insured retention for each loss.

Loss Payable Endorsement (only
required when Builder’s Risk
and/or Course of Construction
Insurance is required.)
Applicable to Builder’s Risk/Course of Construction naming the City of Richmond as Loss Payee.

SURETY BONDS
(If a Public Works/Engineering
Project)
The Contractor shall provide:

1. A Bid bond

2. A Performance Bond

3. A Payment Bond

Umbrella/Excess Liability Policies
If an Umbrella or Excess Liability Policy is used to meet the liability limits, coverage shall be as broad as specified for underlying coverages and cover those insured in the underlying policies.

Claims-Made Policies
If any insurance policy is written on a claims-made form: 1) the retroactive date must be shown, and must be before the date of the contract or the beginning of contract work. 2) Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. 3) If coverage is canceled or non- renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, the Contractor must purchase an extended period coverage for a minimum of five (5) years after completion of contract work.

Subcontractors

CONTRACTOR
shall include all subcontractors as insured under its policies or shall furnish to the City for review and approval, separate certificates and endorsements for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein.

CONTRACTOR agrees to defend and indemnify the City of Richmond for any damage resulting to it from failure of either CONTRACTOR or any subcontractor to take out or maintain the required insurance policies. The fact that insurance is obtained by CONTRACTOR, and/or CONTRACTOR’s subcontractors, will not be deemed to release or diminish the liability of CONTRACTOR, including, without limitation, liability under the indemnity provisions of this contract. Damages recoverable by CITY from CONTRACTOR or any third party will not be limited by the amount of the required insurance coverage.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 811
___ Exhibit F
___ Section 8
City of Richmond - Insurance Requirements – Type 1:

Consultants and Contractors

Type 1 – Page 4 of 4

Revised: September 2011

Verification of Coverage
All original certificates and endorsements shall be received and approved by the City before work may begin . The City
of Richmond reserves the right to require complete, certified copies of all required insurance policies including endorsements affecting the coverage at any time.

Original insurance certificates and required policy endorsements shall be mailed, or delivered to the Designated Project Manager for the City of Richmond.

Insurance certificates and endorsements may be faxed to the Designated Project Manager. However, Contractor must mail the original certificates and endorsements to Designated Project Manager once faxed.

Continuous Coverage
CONTRACTOR shall maintain the required insurance for the life of the contract. Should the CONTRACTOR cease to have insurance as required during this time, all work by the CONTRACTOR pursuant to this agreement shall cease until insurance acceptable to the City is provided. In the event that CONTRACTOR fails to comply with the City’s insurance requirements, the City may take such action as it deems necessary to protect the City’s interests. Such action may include but is not limited to termination of the contract, withholding of payments, or other actions as the City deems appropriate.

If services or the scope of work extend beyond the expiration dates of the required insurance policies initially approved by the City, CONTRACTOR must provide updated certificates and endorsements indicating that the required coverage, terms and conditions are still in place. Renewal certificates and updated endorsements shall be mailed to the Designated Project Manager.

Cancellation

CONTRACTOR shall ensure that coverage shall not be cancelled, reduced or otherwise materially changed except after thirty (30) days’ prior written notice has been given to the City.

Reporting Requirements

Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officers, officials, employees or volunteers.

Consistent with Public Policy
The insuring provisions, insofar as they may be judged to be against public policy shall be void and unenforceable only to the minimum extent necessary so that the remaining terms and provisions herein may be consistent with public policy and thus enforceable.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 812
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 813
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 814

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
00 70 00 - 1City of Richmond First Source Agreement
DOCUMENT 00 70 00

CITY OF RICHMOND FIRST SOURCE AGREEMENT

1.1 GENERAL INFORMATION
A. The City of Richmond First Source Agreement shall be executed between the Prime Contractor and the City of Richmond at a time during the Contract Award as directed by the City of Richmond.

B. A sample copy of this agreement along with any pertinent exhibits is bound herein for reference.

END OF DOCUMENT
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 815
11 CITY OF RICHMOND

FIRST SOURCE AGREEMENT

RECITALS
THIS FIRST SOURCE AGREEMENT is entered into on the date stated below by and between the CITY OF RICHMOND, a municipal corporation and charter city (hereinafter the “City”), and (hereinafter the “Employer”).

WHEREAS, the Employer has been awarded a contract, forgivable loan or subsidy by the City and/or the Richmond Community Redevelopment Agency, dated ,20 (hereinafter the “Contract”) to perform certain work and provide certain services at in Richmond, California, described as follows:

WHEREAS, the Employer, in addition to the Contract, agrees to enter into this First Source Agreement (hereinafter the “FSA”) with the City; NOW, THEREFORE, the parties hereto mutually agree as follows:

1. Compliance with Chapter 2.56. Employer will comply with the terms of Chapter 2.56 of the Richmond Municipal Code, Local Employment Program (hereinafter the “Ordinance”), a copy of which is attached hereto and incorporated herein by reference.

2. Liaison. Employer shall designate a liaison for issues related to the Ordinance and this FSA. The liaison shall work with designated City of Richmond staff to facilitate effective implementation of the Ordinance and this FSA (hereinafter the “Designated City Staff”).

3. First Source Hiring Process for CONSTRUCTION and NON-CONSTRUCTION JOBS -Employer shall take the following steps regarding hiring in furtherance of the Contract. (a) Long-Range Planning. Employer sh all, prior to hiring in furtherance of the Contract, and as soon as practicable, provide to the Designated City Staff the approximate number and type of hires that it will make for employment, and the basic qualifications necessary for each projected hire.
(b) Dual Notification Process (CONSTRUCTION ONLY). Where there is a signatory agreement with the local union and the associated craft, Employer shall work with the local union and the City of Richmond Employment and Training Department (hereinafter t he “ETD”) to fill those positions. The Employer shall forward to the ETD a copy of all personnel requests made to the trade unions, specifying the residency of personnel requested (this process is DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 816
12 hereinafter referred to as the "dual notification process"and a description of it is attached hereto along with the Request for Craft form for use by the Employer). In the dual notification process, the Employer shall utilize the "name call," "rehires," "transfers," or "sponsorship" options in maximizing the participation of Richmond, California residents. (c) Notification of job opportunities. Prior to hiring in furtherance of the Contract, Employer shall notify the Designated City Staff, by email or fax, of available job openings and provide a description of job responsibilities and qualifications, including expectations, salary, work schedule, duration of employment, required standard of appearance, and any special requirements, e.g., language skills, driver’s license, etc. Job qualifications shall be limited to skills directly related to performance of job duties.
(d) Filling of job opportunities. Prior to announcing or advertising in any form and by any means (except for compliance with internal posting procedures) the availability of an employment position created by the vacancy of an existing position or a new employment position, the Employer shall utilize the dual notification process to notify the pertinent union, if appropriate, and ETD in writing of such position, including a general description of the position and Employer's minimum requirements for qualified applicants, and shall request any pertinent union and ETD to refer qualified applicants for such position to Employer's trade union and/or personnel representative, as appropriate. The Employer shall refrain from any general announcement or advertisement of the availability of such position for a period of ten (10) business days after notification to the ETD. This ten-day period shall be known as the "Advance Notice Period.”
(e) Job Site Applications. In the event that any persons seek employment with the Employer at the job site, the Employer shall have the person complete a Job Site Application consisting of name, address, telephone number, social security number and trade. TheEmployer will then submit this information to the ETD.
(f) Transfer and Promotion. Nothing contained herein shall prevent the Employer from filling job vacancies or newly created positions without compliance with the foregoing procedures by transfer or promotion from its existing staff.

4. Monthly Reports. Employer shall, on a monthly basis, furnish certified payroll sheets to ETD. Failure to provide the City with this information shall result in delay of progress payments for that portion which is deemed not in compliance with the provisions of this FSA.

5. Quarterly Reports. Employer shall prepare quarterly reports detailing the number of hires for employment in furtherance of the Contract during the quarter and stating what percentage of such hires were residents of Richmond, California. The Designated City Staff shall assist Employer by preparing forms to be completed for this purpose. Reports shall be filed with the ETD within thirty (30) days after the completion of each quarter. Report s may include a description of any difficulties the Employer is having with obtaining qualified referrals through the Designated City Staff.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 817
13 6. Non-compliance Procedure. In the event the City believes the Employer may not be in compliance with the requirements of this FSA, the following procedure will be followed:
(a) The Community and Economic Development Executive Director (hereinafter the “Executive Director”) or designee shall cause to be delivered to the Employer a written “Notice of Non-Compliance” (hereinafter the “Notice”). The Notice shall specify the matters which constitute the non-compliance; the specific action required to correct the non-compliance; and the time period during which such correction shall occur. In no event shall this time period be more than thirty (30) days after receipt of the Notice by the Employer. If the Notice is mailed, it will be deemed received five (5) days after the date of mailing. (b) If the Employer disagrees with the Notice, they shall have the burden of proving compliance with the provisions of the Ordinance and shall submit any evidence and argument to the Executive Director or designee to establish compliance no more than thirty (30) days after receipt of the Notice by the Employer.
(c) In the ev ent the Executive Director or designee subsequently agrees that compliance has occurred, the Executive Director or designee shall cause to be delivered promptly to the Employer a written “Notice of Correction of Non-Compliance,” specifying the original non- compliance which has been corrected.
(d) In the event the Executive Director or designee does not agree that compliance has occurred, the Executive Directoror designee shall promptly notify the Employer by a written “Notice of Failure to Correct Non-Compliance” (“hereinafter the “Notice of Failure to Correct”), describing the facts constituting the non-compliance.
(e) After the issuance of the Notice of Failure to Correct, the Employer shall have the right to request a hearing before the City Manager or designee (hereinafter “Request for Hearing”), who shall make the final determination. The Request for a Hearing must be made within ten (10) working days after receipt of the Notice of Failure to Correct. If the Notice of Failure to Correct is mailed, it will be deemed received five (5) days after the date of mailing. The hearing shall be held no sooner than twenty (20) and no later than thirty (30) days after receipt by the City of the Request for Hearing, unless otherwise agreed to by the parties. At the hearing, the Employer will be allowed to present any evidence and argument it believes proves compliance. The City Manager or designee shall issue their final determination no later than ten (10) business days after the hearing.The Employer mustexhaust this administrative remedy prior to commencing legal action.
(f) In the event no Request for Hearing is timely made, the determination of failure to correct non-compliance shall be deemed to be final.
(g) Should the Employer fail to complywith the Notice of Non-Compliance as specified above, and a final determination of non -compliance is made, the City may exercise any of its powers as specified in §2.56.080 of the Ordinance.

Executed this day of , 20
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 818
14 EMPLOYER
By: ________________________
Name: ______________________
Its:

CITY OF RICHMOND
By: ___________________________
Name: _________________________
Title: __________________________
Approved as to form:
_______________________________
City Attorney
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 819

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 11 00 - 1 Summary of Work
SECTION 01 11 00

SUMMARY OF WORK
PART 1 - GENERAL

1.1 SUMMARY
A. The Richmond Shimada Park Restroom Building was constructed in approximately 1993 at the Shimada Friendship Park located at the intersection of Marina Bay Parkway and Peninsula Drive in Richmond, California.

The restroom building is approximately 1,070 gross square feet. There are four rooms within the building including an accessible men’s multi-accommodation restroom, an accessible women’s multi-accommodation restroom, a janitor’s room, and a large maintenance storage room.

Since initial construction, the restroom building has not had any renovation work performed. At some point, an outdoor enclosed court at the rear of the building housing an emergency generator was added to the building footprint.

Since original construction, the building has been experiencing water intrusion due to the failure of four internal roof drains. This ongoing water intrusion has caused significant damage to key structural elements of the building.

The scope of work required is to repair and reconstruct the damaged portions of the restroom building roof assembly using similar building materials and finishes as originally constructed. No building addition or change in building square footage is considered or included in the scope of work.

Roof assembly reconstruction shall require the replacement of structural beams, tongue and groove wood decking, standing seam metal roof, and other building features related to the existing roof assembly.

In addition to this reconstruction, other building improvements are included in the scope of work including exterior and interior wall finishes, floor and ceiling finishes, interior restroom accessories, security improvements, signage, and electrical light fixture replacement. Some of these improvements are intended to make the two restrooms compliant with current accessibility standards.

B. Owner or under separate contract.

C. Owner reserves right to remove and retain possession of existing building improvements (scheduled for removal) prior to start of Contract.

D. Division 1: Where provisions of General Conditions relate to Project administration or work-related requirements of the Contract, those paragraphs are expanded in Division 1 - General Requirements.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 820

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 11 00 - 2 Summary of Work

1. General Conditions, Supplementary Conditions and Division 1 - General Requirements contain information necessary for completion of every part of Project.

2. Where items of Work are done under subcontracts, each item shall be subject to these conditions.

1.2 REQUIREMENTS INCLUDED
A. This section includes administrative provisions:

1. Work sequence.

2. Contractor use of premises.

3. Owner occupancy.

4. Field engineering.

5. Regulatory requirements and reference standards.

6. Special definitions.

1.3 WORK SEQUENCE
A. Coordinate construction schedule and operations with Owner and Architect.

1. Construct Work to accommodate Owner's occupancy requirements during construction period.

B. Perform construction in phases as approved by Owner and Architect.

1.4 CONTRACTOR USE OF PREMISES
A. Limit use of premises for Work and construction operations and to allow for:

1. Building occupancy.

2. Work by other contractors.

3. Authorized access to restricted areas.

4. Public access to public areas.

B. Coordinate use of premises and access to site under direction of Owner or Architect.

1.5 BUILDING OCCUPANCY
A. Building will be occupied during construction for conduct of normal operations; cooperate with Owner to minimize conflict and to facilitate building operations.

1.6 FIELD ENGINEERING
A. Provide field engineering services; establish lines and levels by use of recognized engineering survey practices.

B. Locate and protect control and reference points.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 821

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 11 00 - 3 Summary of Work

1.7 REGULATORY REQUIREMENTS AND REFERENCE STANDARDS
A. Regulatory Requirements:

1. Architect has contacted governing authorities and reviewed design requirements of local, state and federal agencies for applicability to Project.

2. Contractor shall be responsible for contacting governing authorities directly for necessary information and decisions bearing upon performance of Work.

B. Reference Standards:

1. For Products specified by association or trade standards, comply with requirements of referenced standard, except when more rigid requirements are specified or are required by applicable codes.

2. Applicable date of each standard is that in effect as of date on proposal or date on Contract where no proposal is available, except when a specific date is specified.

1.8 SPECIAL DEFINITIONS
A. Approved: Approved, directed, selected, required, ordered, designated, accepted, acceptable, and satisfactory shall require written action by Architect.

B. Equal, or Approved Equal: Equal and approved equal shall require requests for substitutions for products or manufacturers not specified.

1. Requests for substitutions shall be in accordance with requirements of Section 01 63 00 - Substitutions.

C. Furnish: Furnish means supply and deliver to Project, unless otherwise defined in greater detail.

D. Install: Install is used to describe operations at Project, from inspecting and unloading, to completion in place, ready for intended use.

E. Provide: Provide means furnish and install, complete and ready for intended use, unless otherwise defined in greater detail.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 822

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 30 00 - 1 Administrative Requirements
SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes general procedural requirements for ongoing submittals.

1. Construction progress schedules.

2. Schedule of values.

3. Shop drawings.

4. Product data.

5. Samples.

6. Manufacturers' certificates.

B. Related Requirements:

1. Section 01 40 00: Test reports, manufacturer's field reports, and mock-ups.

2. Section 01 63 00: Product substitution request procedures.

3. Section 01 70 00: Manufacturers’ instructions.

4. Section 01 77 00: Closeout requirements including Project Record Documents.

5. Section 01 78 00: Warranties.

1.2 PROCEDURES
A. Submittals: Transmit each item under form furnished by or acceptable to Architect; where Contractor proposes to use customized submittal transmittal form or no form is furnished, submit sample to Owner and Architect for approval prior to use.

1. Identify Project, Contractor, subcontractor, major supplier. a. Date and attach sequential identification number for each new submittal. b. Identify each resubmittal using original submittal number and sequential identification clearly indicating item is resubmitted.

2. Identify pertinent Drawing sheet and detail number, and Specification section number as appropriate.

3. Identify deviations from Contract Documents.

4. Provide space for Contractor and Architect review stamps.

5. Contractor: Review and stamp submittals from subcontractors prior to submitting to Architect.
a. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 823

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 30 00 - 2 Administrative Requirements
b. Return submittals that vary significantly from Contract Documents for correction and resubmittal prior to submitting to Architect. c. Submittals that vary significantly from Contract Documents and that fail to indicate thorough Contractor review prior to submission to Architect will be returned without review.
d. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable.

B. Initial Schedules: Submit initial progress schedule and schedule of value in duplicate within 15 working days after award of Contract.

1. After review by Owner and Architect revise and resubmit where required.

C. Comply with progress schedule for submittals related to Work progress. Coordinate submittal of related items.

D. After Architect review of submittal, revise and resubmit as required, identify changes made since previous submittal.

E. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply.

1.3 CONSTRUCTION PROGRESS SCHEDULES
A. Submit construction progress schedule with separate item for each major trade and operation, identifying first day of each week.

1. Show complete sequence of construction by activity, identifying work of separate stages and logically grouped activities.

2. Show projected percentage of completion for each item of Work as of time of each progress Application for Payment.

3. “Submittal Schedule”: Show Contractor submittal dates required for shop drawings, product data, and samples, and product delivery dates; deliver to Architect per approved “Submittal Schedule.”
a. “Submittal Schedule” may be incorporated into construction progress schedule or may be separate, Contractor option.
b. Architect’s Review Period: Architect will be expedient in review, however, Contractor shall schedule submittals recognizing possibility Architect may reject and may require resubmittal.
c. Contract extension shall not be allowed for Contractor’s failure to properly schedule submittals to allow for Architect requiring resubmittal.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 824

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 30 00 - 3 Administrative Requirements
B. Progress Schedule Format: Horizontal bar chart as approved.

1. Submit revised progress schedules with each Application for Payment reflecting changes since previous submittal, not less than monthly.

1.4 SCHEDULE OF VALUES
A. Submit typed schedule on AIA Form G703 or another Owner and Architect pre- approved 8-1/2" by 11" paper format; Contractor's standard media-driven printout will be considered on request. Submit within 15 days after award of Contract.

B. Format: Table of Contents of this Project Manual, with modifications as pre-approved by Owner and Architect; identify each line item with number and title of major Specification sections.

C. Revise schedule to list change orders for each Application for Payment.

1.5 SHOP DRAWINGS
A. Submit three reproducible prints; minimum sheet size 8-1/2" by 11".

B. After review, reproduce and distribute.

1.6 PRODUCT DATA/MANUFACTURERS' LITERATURE
A. Mark each copy to identify applicable Products, models, options, and other data; supplement manufacturers' standard data to provide information unique to the Work.

B. Include manufacturers' installation instructions only when required by Specifications or specifically requested by Architect.

1. Maintain copy of manufacturer installation instructions and recommendations in Contractor's field office for review.

C. Submit number of copies Contractor requires, plus one copy to be retained by Architect.

1.7 SAMPLES
A. Submit full range of manufacturers' standard colors, textures, and patterns for Architect's selection.

B. Submit samples to illustrate functional characteristics of Product, with integral parts and attachment devices.

C. Coordinate submittal of different categories for interfacing work.

D. Include identification on each sample, giving full information.

E. Submit number of samples required by Contractor plus one to be retained by Architect.

1. Maintain one set of approved samples at Project Field Office.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 825

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 30 00 - 4 Administrative Requirements
F. Sizes: Provide following sizes unless otherwise specified.

1. Flat or Sheet Products: Minimum 6" square, maximum 12" by 12".

2. Linear Products: Minimum 6", maximum 12" long.

3. Bulk Products: Minimum one pint, maximum one gallon.

G. Full size samples may be used in the Work upon approval.

1.8 MANUFACTURERS' CERTIFICATES
A. Submit certificates, in duplicate in accordance with requirements of each Specification section.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 826

ARCHITECTS MA RICHMOND SHIMADA FIRENDSHIP PARK
Restroom Building Reconstruction Project
01 31 00 - 1 Project Management and Coordination
SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Description of Project management and coordination including but not necessarily limited to the following:

1. General Project coordination procedures.

2. Staff names.

3. Administrative and supervisory personnel.

4. Project meetings.

B. Related Sections:

1. Section 01 30 00: Administrative requirements.

1.2 COORDINATION
A. Coordination: Coordinate construction operations included in various Specifications sections to ensure efficient and orderly installation of each part of Work.

1. Coordinate construction operations that depend on each other for proper installation, connection, and operation.

2. Coordinate work to assure efficient and orderly sequence of installation of construction elements.

3. Make provisions for accommodating items installed by Owner or under separate contracts.

B. Prepare memoranda for distribution to each party involved as needed, outlining special procedures required for coordination.

1. Include required notices, reports, and list of attendees at meetings; include Architect and Owner in distribution.

C. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service.

D. Coordinate space requirements and installation of mechanical and electrical work indicated diagrammatically on Drawings.

1. Follow routing shown for pipes, ducts, and conduits as closely as possible; make runs parallel with lines of building.

2. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 827

ARCHITECTS MA RICHMOND SHIMADA FIRENDSHIP PARK
Restroom Building Reconstruction Project
01 31 00 - 2 Project Management and Coordination
E. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated; coordinate locations of fixtures and outlets with finish elements.

F. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities and activities of other contractors to avoid conflicts and ensure orderly progress of Work.

1.3 SUBMITTALS
A. Staff Names: Immediately after receipt of notice to proceed or immediately after signing of Contract by Owner and Contractor, submit list of principal staff assignments, including superintendent and other personnel in attendance at Project site.

1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone.

1.4 SUPERVISORY AND ADMINISTRATIVE PERSONNEL
A. Provide supervisory personnel, in addition to Project Superintendent, as required for proper and timely performance of Work and coordination of subcontracts.

B. Provide administrative staff as required to allow Project Superintendent and supervisory personnel to allocate maximum time to Project supervision and coordination.

1.5 PROJECT MEETINGS
A. Schedule and administer Project meetings throughout progress of Work:

1. Pre-construction meeting.

2. Progress meetings at weekly intervals.

3. Pre-installation conferences.

4. Coordination meetings.

5. Special meetings.

B. Make physical arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes and distribute copies within two days to Architect, Owner, participants, and those affected.

C. Attendance: Job superintendent, major subcontractors and suppliers as appropriate to agenda; Architect, Owner, and Owner and Architect’s consultants as appropriate to agenda topics for each meeting.

D. Suggested Agenda: Review of Work progress, status of progress schedule and adjustments, delivery schedules, submittals, requests for information, maintenance of quality standards, pending changes and substitutions, and issues needing resolution.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 828

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 1 Special Environmental Requirements
SECTION 01 35 00

SPECIAL ENVIRONMENTAL REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Work includes special environmental “Green” building practices related to energy efficiency, indoor air quality, and resource efficiency, including following special requirements.

1. Maximize inclusion of recycled content in materials, products, and systems.

2. Provide wood from certified sustainably harvested sources.

3. Establish special practices to ensure final Project indoor air quality.

4. Maximize use of reusable and recyclable packaging.

5. Maximize use of durable products.

6. Maximize use of products requiring low embodied (production, manufacturing, and transportation) energy.

B. Green Building Requirements: Comply with Richmond Green Building Ordinance for special environmental “Green” building practices related to energy efficiency, indoor air quality, and resource efficiency, including following special requirements.

C. Related Requirements:

1. Section 01 74 00: Waste Management and Recycling Program.

1.2 DEFINITIONS
A. Carcinogens: Materials that contain chemicals listed in following.

1. California Environmental Protection Agency, Air Resources Board (ARB), list of Toxic Air Contaminants (California Air Toxics).

2. California Health and Welfare Agency, Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65), which lists chemicals known to cause cancer and reproductive toxicity.

3. International Agency on Research and Cancer (IARC) List of Chemical Carcinogens.

4. National Toxicology Program carcinogen list.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 829

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 2 Special Environmental Requirements

1.3 ENVIRONMENTAL GOALS
A. Owner has established general environmental goals for design and for construction of Project; Design team and construction team are encouraged to participate to maximum degree possible to realize Owner’s environmental goals.

1. Contract Documents are not intended to limit alternative means of achieving environmental goals.
a. Suggestions from Contractor, subcontractors, suppliers, and manufacturers for implementing goals are encouraged; team approach is also encouraged.

B. Environmental Goals:

1. Refer to specific Specifications sections for more detailed construction requirements related to specific materials and systems. a. Energy Efficiency (Throughout Project Life): Materials and systems are intended to maximize energy efficiency for operation of Project throughout service life (substantial completion to demolition).
b. Indoor Air Quality: Materials are selected and processes specified, such as preconditioning and temporary ventilation, to maximize healthy indoor air quality.
c. Resource Efficiency (Project Construction): Materials and systems are to maximize environmental construction techniques, including waste recycling, reusable delivery packaging, and reusability of selected materials.

C. Use resources efficiently.

1. Reuse existing building materials to extent feasible within concept expressed in Contract Documents.

2. Select materials that use resources efficiently.

3. Use construction practices that achieve most efficient use of resources and materials.

4. Provide materials that utilize recycled content to maximum degree possible without being detrimental to product performance.

D. Avoid scarce, irreplaceable, and endangered resources.

1. Select materials from abundant resources.

2. Select replaceable materials, renewable materials, and materials which can be replenished.

3. Select materials that minimize damage to natural habitats and the natural environment.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 830

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 3 Special Environmental Requirements
E. Use durable materials.

1. Select materials with longest usable life.

2. Select materials that can be re-used or may be recycled.

F. Use resource efficient materials; consider energy use over life cycle of material including harvesting, mining, manufacturing, transport, installation, use, operations, recycling and disposal.

1. Select materials that use less energy to manufacture.

2. Select materials that save energy during building operations.

3. Select locally made materials.

G. Select materials that generate least amount of pollution; consider pollution and volatile organic compound (VOC) emissions generated during harvesting, mining, manufacturing, transport, installation, use, and disposal.

1. Avoid materials that contain ozone depleting chemicals and that emit potentially harmful volatile organic compounds (VOC) emissions.

2. Employ construction practices that minimize dust production and combustion byproducts.

3. Avoid materials that can leach harmful chemicals into ground water; do not allow potentially harmful chemicals to enter sewers nor storm drains.

4. Protect soil against erosion and top soil depletion.

5. Minimize noise generation during construction; screen mechanical equipment to block noise.

6. Select materials that can be reused or recycled and materials with significant percentage of recycled content; set specific recycled content percentages for individual materials; avoid materials difficult to recycle.

7. Protect natural habitats; restore natural habitats where feasible within scope of Project.

H. Wood Products: Use woods from certified sustainably harvested sources.

1. Certified Wood Products: Wood products to be from forests certified “well- managed” by an agency accredited by Forest Stewardship Council (FSC) including SmartWood Program and Forest Conservation Program.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 831

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 4 Special Environmental Requirements

1.4 SUBMITTALS
A. Resource Efficient Product Data:

1. Environmental Issues Data: Submit data and manufacturer’s certifications verifying information and test data, where Specifications sections require data relating to environmental issues including but not limited to:
a. Project Recyclability: Submit information to assist Owner and Contractor in recycling materials involved in shipping, handling, and delivery, and for temporary materials necessary for installation of products. b. Recycled Content: Submit information regarding product recycled content information, post industrial recycled and post consumer recycled. c. Product Recyclability: Submit information regarding product and product’s component’s recyclability including potential sources accepting recyclable materials.

2. Volatile Organic Compound (VOC) Emissions: Identify volatile organic compound emissions, total (TVOC) and individual (IVOC) emissions, which have been identified as carcinogens, and identify VOC emissions that may cause reproductive toxicity.

3. MSDS: Furnish manufacturer’s Materials Safety Data Sheets.

B. IAQ Data:

1. Environmental Issues Data: Furnish material safety data sheets (MSDS).

2. Environmental Issues: Submit test data by approved laboratory listing indoor air quality requirements including emissions test data on volatile organic compounds, total (TVOC) emissions and individual (IVOC) emissions.

C. Certificates:

1. General Environmental Issues Certifications:
a. Submit documentation certifying accuracy of recycled content, and recyclability. b. Submit documentation certifying cleaning materials have low volatile organic compound (VOC) emissions and have low odor.

2. Certification Prior to Final Completion:
a. Submit certificate signed by corporate office holder (i.e. President or Vice President, or similar position of authority) of Contractor, subcontractor, supplier, or manufacturer indicating:
1) Post-industrial and post-consumer recycled content as applicable. 2) Product recyclability.
3) Indoor air quality requirements.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 832

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 5 Special Environmental Requirements
b. Certification shall state products and materials provided are same as, and contain same components as products and materials tested. c. Certification shall state products and materials provided meet Project requirements for indoor air quality, for recycled content, and for recyclability.

3. Comply with requirements specified in Section 01 77 00 – Closeout Procedures.

D. Closeout Submittals: Submit data relating to environmental issues.

1. Submit environmental product certifications, in two forms:
a. Two CD-ROMs organized by CSI Division Format.
b. Four three-ring binders organized by CSI Division Format with Table of Contents and with dividers for each division.

1.5 QUALITY ASSURANCE
A. Environmental Project Management and Coordination: Contractor to identify one person on Contractor’s staff to be responsible for environmental issues compliance and coordination.

1. Experience: Environmental project manager to have experience relating to “Green” building construction.

2. Responsibilities: Carefully review Contract Documents for environmental issues, coordinate work of trades, subcontractors, and suppliers; instruct workers relating to environmental issues; and oversee Project Environmental Goals.

3. Meetings: Discuss Environmental Goals at following meetings. a. Pre-construction meeting.
b. Pre-installation meetings.
c. Regularly scheduled job-site meetings.

B. Environmental Issues Criteria: Comply with requirements listed in various Specification sections.

C. Approved Environmental Issues Testing Laboratories:

1. Air Quality Sciences, Inc., 1337 Capital Circle, Atlanta, Georgia 30067, telephone 770.933.0638; facsimile (fax) 770.933.0641; e-mail [email protected].

2. Berkeley Analytical, 904 Wright Avenue, Suite 12, Richmond, California 94804, telephone 510.236.2325.

D. Environmental Issues Tests:

1. Provide large and small chamber tests using ASTM E5116, Standard Test Methodology for Determining Volatile Organic Compound Emission Factors.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 833

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 6 Special Environmental Requirements

1.6 DELIVERY, STORAGE, AND HANDLING
A. Environmental Issues: Take special care to prevent accumulation of moisture on materials and within packaging during delivery, storage, and handling to prevent development of mold and mildew on packaging and on products.

B. Use packaging that is reusable or recyclable.

1.7 PROJECT CONDITIONS
A. Certifications:

1. Environmental Product Certification:
a. Include manufacturer certification indicating product contains maximum recycled content possible without being detrimental to product performance. b. Include certification indicating cleaning materials are environmentally benign.

B. Construction Ventilation and Preconditioning:

1. Temporary Construction Ventilation: Maintain sufficient temporary ventilation of areas where materials having volatile organic compound (VOC) emissions for 24 hours before installation, continuously during installation, and for emissions after installation. a. Period after installation to be sufficient to dissipate odors and volatile organic compounds.
b. Ventilate areas directly to outside; ventilation to other enclosed areas is not acceptable.

2. Preconditioning: Allow products which have odors and which have significant volatile organic compound emissions to off-gas in ventilated warehouse for sufficient period to dissipate odor and VOC emissions prior to delivery to Project. a. Store products in warehouse without containers and without packaging to maximize off-gassing and to prevent contamination of containers and packaging. b. Comply with substitution requirements for consideration of other locations for preconditioning than ventilated warehouse.

C. Protection and Packaging:

1. Protection: Take special care to prevent accumulation of moisture on materials and within packaging during delivery, storage, and handling to prevent development of molds and mildew on packaging and on products. a. Immediately remove from site materials showing signs of mold and signs of mildew, including materials with moisture stains.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 834

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 7 Special Environmental Requirements

2. Packaging: Deliver materials in recyclable or in reusable packaging such as cardboard, wood, paper, or reusable blankets, which will be reclaimed by supplier or manufacturer for recycling.
a. General: Minimize packaging materials to maximum extent possible while still ensuring protection of materials during delivery, storage, and handling. 1) Unacceptable Packaging Materials: Polyurethane, polyisocyanurate, polystyrene, polyethylene, and similar plastic materials such as “foam” plastics and “shrink-fit” plastics.
b. Reusable Blankets: Deliver and store materials in reusable blankets and mats that are reclaimed by manufacturers or suppliers for reuse where program exists or where program can be developed for such reuse. c. Pallets: Where pallets are used, suppliers shall be responsible to ensure pallets are removed from site for reuse or for recycling. d. Cardboard and Paper: Where paper products are used, either recycle as part of construction waste management recycling stream, or recycle for use by manufacturer or supplier where program is available for such recycling. e. Sealant, Paint, Primers, Adhesives, and Coating Containers: Return to supplier or manufacturer for reuse where such program is available.

1.8 SEQUENCING
A. Environmental Issues:

1. On-Site Application: Where high volatile organic compound (VOC) emitting products and where odorous products are applied on-site, apply prior to installation of porous materials.

PART 2 - PRODUCTS

2.1 MATERIALS
A. General Environmental Issues:

1. Mold and Mildew: Materials that have evidence of growth of molds or of mildew are not acceptable, including both stored and installed materials; immediately remove from site.

2. Moisture Stains: Materials that have evidence of moisture damage, including stains, are not acceptable, including both stored and installed materials; immediately remove from site.

B. Ducts: Seal ducts during construction to prevent accumulation of construction dust and construction debris inside ducts.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 835

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Park
01 35 00 - 8 Special Environmental Requirements

2.2 SUBSTITUTIONS
A. Substitutions Environmental Issues: Requests for substitutions shall comply with requirements specified in Section 01 63 00 – Product Substitution Procedures, with following additional information required where environmental issues are specified.

1. Indicate each proposed substitution complies with requirements for volatile organic compounds, both TVOC and IVOC.

2. Owner and Architect reserve right to reject proposed substitutions where TVOC and IVOC information is not provided and where TVOC or IVOC are higher than specified materials.

3. Comply with specified recycled content and other environmental requirements.

PART 3 - EXECUTION

3.1 FIELD QUALITY CONTROL
A. Building Flush Out: Just prior to Substantial Completion, flush out building using 100 percent tempered outside air for minimum 14 calendar days, and up to 28 calendar days where construction schedule permits.

1. Construction schedule permits extended period where building is fully enclosed, mechanical equipment is operational, and materials producing volatile organic compound (VOC) emissions have been installed.

3.2 CLEANING
A. Final Cleaning Environmental Issues:

1. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains, and foreign substances; polish transparent and glossy surfaces using solvent-free materials low volatile organic compound (VOC) emitting materials, low odor materials, and materials environmentally benign.

2. Clean equipment and fixtures to sanitary condition using materials solvent free materials, low VOC emitting materials, and low odor materials.

3. Vacuum carpeted and soft surfaces with high efficiency particulate arrestor (HEPA) vacuum.

3. Clean ducts using HEPA vacuum immediately prior to Substantial Completion and prior to using ducts to circulate air.

4. Replace filters just prior to Substantial Completion.

5. Remove and properly dispose of recyclable materials using construction waste management program described in Section 01 74 00 – Waste Management and Recycling Program.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 836
01 35 00 - 9 Special Environmental Requirements

3.3 PROTECTION
A. Environmental Issues:

1. Protect interior materials from water damage; where interior products not intended for wet applications are exposed to moisture, immediately remove from site.

2. Protect installed products using methods that do not support growth of molds and mildews.
a. Immediately remove from site materials with mold and materials with mildew.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 837

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 40 00 - 1 Quality Requirements
SECTION 01 40 00

QUALITY REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes general quality control requirements.

1. General quality control.

2. Manufacturers' field services.

3. Mock-ups.

4. Independent testing laboratory services.

B. Related Requirements:

1. Refer to applicable codes and Specifications sections for test requirements.

1.2 QUALITY CONTROL, GENERAL
A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

1.3 MANUFACTURER'S FIELD SERVICES
A. When specified in respective Specification sections, require manufacturer or supplier to have qualified personnel provide on-site observations and recommendations.

1. Observe field conditions, including conditions of surfaces and installation.

2. Observe quality of workmanship.

3. Provide recommendations to assure acceptable installation and workmanship.

4. Where required, start, test, and adjust equipment as applicable.

B. Representative shall submit written report to Architect listing observations and recommendations.

1.4 MOCK-UPS
A. Erect field samples and field mock-ups at locations on site as approved in advance and in accordance with requirements where included in Specifications section.

1. Test mock-ups requiring special equipment may be erected at location having access to necessary equipment; coordinate with Architect.

B. Field samples and mock-ups not approved and not capable of being acceptably revised shall be removed from site.

C. Approved field samples and mock-ups may be used as part of Project.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 838

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 40 00 - 2 Quality Requirements

1.5 TESTING LABORATORY SERVICES
A. An independent testing laboratory shall perform inspections, tests, and other services required by applicable codes and various Specification sections.

1. Owner or Architect may also require independent testing of items where doubts exists that product or system does not conform to Contract Documents.

2. Owner will employ and pay for testing laboratory to provide Project specific testing under applicable codes and Specification sections except where indicated otherwise. a. Owner employment of testing laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of applicable codes and Contract Documents.
1) Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.
b. Retesting required because of non-conformance to specified requirements shall be performed by Owner's testing laboratory.
1) Payment for retesting shall be charged to Contractor by deducting inspection and testing charges from Contract amount.
2) Contractor Option: Pay Owner's testing laboratory directly for costs of retesting where acceptable to Owner and testing laboratory. c. Owner provided testing shall be limited to Project specific testing and shall not include general tests or approvals of materials, equipment or systems.

B. Services shall be performed in accordance with requirements of governing authorities and with specified standards.

C. Reports will be submitted to Architect in duplicate giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents.

1. Where required, testing laboratory will submit copy of test results directly to enforcing agency.

D. Contractor shall cooperate with testing laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested.

1. Notify Owner, Architect and testing laboratory sufficiently in advance of expected time for operations requiring testing services.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 839

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 50 00 - 1 Temporary Facilities and Controls
SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes temporary construction facilities and temporary controls.

1. Electricity and lighting.

2. Heat and ventilation.

3. Water and sanitary facilities.

4. Construction aids.

5. Temporary enclosures.

6. Barriers.

7. Cleaning during construction.

8. Project identification.

9. Field telephone service, and storage.

B. Related Requirements:

1. Section 01 30 00: Administrative Requirements

2. Section 01 31 00: Project Management and Coordination

3. Section 01 70 00: Execution Requirements
C. Provide temporary construction facilities and temporary controls as required to conform to applicable authorities and as required to complete Project in accordance with Contract Documents.

1. Authorities: Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities.

1.2 ELECTRICITY AND LIGHTING
A. Provide electrical service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction-type power cords.

1. Connection to existing electrical service is permitted.

2. Owner will pay costs of energy used from existing on-site services.

B. Provide lighting for construction operations.

1. Permanent lighting may be used during construction; maintain lighting and make routine repairs.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 840

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 50 00 - 2 Temporary Facilities and Controls

1.3 HEAT AND VENTILATION
A. Provide heat and ventilation as required to maintain specified conditions for construction operation, to protect materials and finishes from damage due to temperature and humidity.

B. Coordinate use of existing facilities with Owner.

1. Supplement with temporary units as required to maintain specified conditions for construction operations, and to protect materials and finishes from damage due to temperature or humidity.

C. Owner will pay costs of energy used from existing on-site services.

1.4 WATER AND SANITARY FACILITIES
A. Provide water service required for construction operations; extend branch piping with outlets located so water is available by use of hoses.

1. Connection to existing facilities is permitted.

2. Owner will pay for water used from existing on-site services.

B. Provide and maintain required sanitary facilities and enclosures.

1. Existing facilities shall not be used.

1.5 CONSTRUCTION AIDS
A. Noise, Dust and Pollution Control: Provide materials and equipment necessary to comply with local requirements for noise, dust and pollution control.

B. Fire Protection: Maintain on-site fire protection facilities as required by applicable authorities and insurance requirements.

C. Use of Existing Facilities: Verify availability of existing facilities for construction operations with Owner prior to beginning on-site construction.

1.6 ENCLOSURES
A. Temporary Closures: Provide temporary weather-tight closures for exterior openings for acceptable working conditions, for protection for materials, to protect interior materials from dampness, for temporary heating, and to prevent unauthorized entry.

1. Provide doors with self-closing hardware and locks.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 841

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 50 00 - 3 Temporary Facilities and Controls
B. Temporary Partitions: Provide temporary partitions as required to separate work areas from occupied areas, to prevent penetration of dust and moisture into occupied areas, and to prevent damage to existing areas and equipment.

1. Construction: Framing and sheet materials with closed joints and sealed edges at intersections with existing surfaces; Flame Spread Rating of 25 in accordance with ASTM E84.

2. Paint surfaces exposed to view in occupied areas.

1.7 BARRIERS
A. Barriers: Provide barriers as required to prevent public entry to construction areas and to protect adjacent properties from damage from construction operations.

B. Barricades: Provide barricades as required by governing authorities.

C. Tree Protection: Provide barriers around trees and plants designated to remain; protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddeling or continuous running water.

1.8 CLEANING DURING CONSTRUCTION
A. Control accumulation of waste materials and rubbish; recycle or dispose of off-site.

B. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations.

1.9 PROJECT IDENTIFICATION
A. Signs: Subject to approval of Owner and Architect.

1.10 FIELD TELEPHONE SERVICE, AND STORAGE
A. Field Telephone Service: Provide cellular telephone service for Contractor’s on-site manager at all times during construction operations.

1. Submit to Owner and Architect list of on-site managers, their schedules, and their cellular telephone numbers so Owner and Architect can call on-site manager at all times during construction operations.

B. Storage for Tools, Materials, and Equipment: Limit on-site storage to Project area; provide weather-tight storage, with heat and ventilation for products requiring controlled conditions.

1. Maintain adequate space for organized storage and access.

2. Provide lighting for inspection of stored materials.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 842

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 50 00 - 4 Temporary Facilities and Controls

1.11 REMOVAL
A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion Inspection.

B. Clean and repair damage caused by installation or use of temporary facilities.

C. Restore existing facilities used during construction to specified or original condition.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 843

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 60 00 - 1 Product Requirements
SECTION 01 60 00

PRODUCT REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes basic product requirements governing material and equipment.

1. General product requirements.

2. Product list.

3. Quality assurance.

4. Delivery, storage, and handling.

B. Related Requirements:

1. Section 01 30 00: Administrative Requirements.

2. Section 01 63 00: Product Substitution Procedures.

3. Section 01 77 00: Closeout Procedures.

1.2 GENERAL PRODUCTS REQUIREMENTS
A. Products include material, equipment, and systems.

B. Comply with Specifications, referenced standards, and applicable codes and regulations as minimum requirements.

C. Provide new materials except as specifically allowed by Contract Documents.

D. Materials to be supplied in quantity within a Specification section shall be by one manufacturer, shall be the same, and shall be interchangeable.

E. Provide equipment and systems composed of materials from a single manufacturer except where otherwise recommended by equipment or systems manufacturer or where otherwise indicated in Contract Documents.

1.3 SUBMITTALS
A. Product List: Within 35 days after award of Contract, submit to Owner and Architect a complete list of major products proposed for installation, with name of manufacturer, trade name, and model.

1. Tabulate products by Specification number and title.

B. Substitutions: Refer to Section 01 63 00 - Product Substitution Procedures.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 844

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 60 00 - 2 Product Requirements

1.4 QUALITY ASSURANCE
A. Comply with industry standards and applicable codes except when more restrictive tolerances or requirements indicate more rigid standards or precise workmanship.

B. Perform work by persons qualified to produce workmanship of specified quality.

C. Install products straight, true-to-line, and in correct relationship to adjacent materials, with hairline joints, free of rough, sharp and potentially hazardous edges.

D. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.

1. Seismic Anchors: Conform to code requirements.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Transport products by methods to avoid product damage, deliver in undamaged condition in manufacturer's unopened containers or packaging.

B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible.

C. Store sensitive products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions.

D. For exterior storage of fabricated products, place on sloped supports above ground.

E. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter.

F. Arrange storage to provide access for inspection; periodically inspect to assure products are undamaged and are maintained under required conditions.

G. Provide equipment and personnel to handle products by methods to prevent soiling and prevent damage.

H. Promptly inspect shipments to assure products comply with requirements, quantities are correct, and products are undamaged.

I. Immediately remove from Project products damaged, wet, stained, and products with mold and products with mildew.

1. Take special care to prevent absorbent products such as gypsum board and acoustical ceiling units from becoming wet.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 845

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 63 00 - 1 Product Substitution Procedures
SECTION 01 63 00

PRODUCT SUBSTITUTION PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. Provide products listed in Contract Documents, products by manufacturers listed in Contract Documents, and products meeting specified requirements.

1. Contract Amount: Base on materials and products included in Contract Documents. a. Where listed in Contract Documents, materials and products by manufacturers not listed shall not be used without Owner’s and Architect’s approval of Contractor's written request for substitution.

2. Purpose: After bidding, substitutions will only be considered where Owner will receive benefit or because specified materials are no longer available due to no fault of Contractor.
a. Owner benefits either from a Contractor proposed reduction of the Contract amount or from a reduction in Contract time based on acceptance of proposed substitution.
b. List proposed cost or time reductions on request for substitution. c. Requests not including a proposed cost or time reduction will not be considered unless Contractor submits supporting information indicating specified materials are not available.

B. Procedures are described for requesting substitution of unlisted materials in lieu of materials named in Specifications or approved for use in addenda.

1. Refer to Section 01 35 00 - Special Environmental Requirements for substitutions affecting green building practices.

1.2 CONTRACTOR'S OPTIONS
A. Products Identified by Reference Standards: Select product meeting referenced standard for products specified only by reference standard.

B. Named Manufacturers and Named Products: Select products of any named manufacturer meeting Specifications for products specified by naming one or more products or manufacturers.

C. Substitutions for Named Manufacturers and Named Products: Submit request for substitution for products and for manufacturers not specifically named where products or manufacturers are named in Specifications.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 846

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 63 00 - 2 Product Substitution Procedures
D. “Or Equal” Clauses: Submit request for substitution for product or manufacturer not specifically named in Specifications where terms "or equal", "or approved equal", or similar references are made.

1.3 SUBSTITUTIONS
A. Within a period of 35 days after award of Contract, Owner and Architect will consider formal requests for substitutions only from Contractor as specified in 1.1 Summary.

1. Owner and Architect will consider only one request for substitution for each material; where requests are denied Contractor shall be required to provide specified materials.

2. After initial 35 day period, requests will be considered only when a product becomes unavailable through no fault of Contractor; more than one request for substitution will be considered if necessary.

B. Submit each request with sequentially numbered “Substitution Request Transmittal” acceptable to Owner and Architect; submit separate request for each product and support each request with:

1. Product identification with manufacturer's literature and samples where applicable.

2. Name and address of similar projects on which product has been used, and date of installation.

C. Submit itemized comparison of proposed substitution with product specified and list significant variations.

D. Submit data relating to changes in construction schedule.

E. Note effect of substitution on other work, products, or separate contracts.

1. Note if acceptance of substitution could require revision of Contract Documents, Drawings, details or Specifications.

F. Include accurate cost data comparing proposed substitution with product and amount of net change in Contract price.

1. Include costs to other contractors and costs for revisions to Drawings, details or Specifications.

G. Substitutions will not be considered for acceptance when:

1. They are indicated or implied on submittals without a formal request from Contractor.

2. They are requested directly by a subcontractor or supplier.

3. Acceptance will require substantial revision of Contract Documents.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 847

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 63 00 - 3 Product Substitution Procedures
H. Substitute products shall not be ordered without written acceptance of Owner and Architect.

I. Owner and Architect will determine acceptability of proposed substitutions and reserves right to reject proposals due to insufficient information.

1.4 CONTRACTOR'S REPRESENTATION
A. Requests constitute a representation that Contractor:

1. Has investigated proposed product and determined it meets or exceeds, in all respects, specified product.

2. Will provide same warranty or longer warranty for substitution as for specified product.

3. Will coordinate installation and make other changes that may be required for Work to be complete in all respects.

4. Waives claims for additional costs that subsequently become apparent.

5. Will pay costs of changes to Contract Documents, Drawings, details and Specifications required by accepted substitutions.

1.5 ARCHITECT'S DUTIES
A. Review Contractor's requests for substitutions with reasonable promptness.

1. Architect will recommend that Owner accept or reject substitution request.

2. Upon request, Architect will provide cost for changes to Contract Documents, Drawings, details and Specifications required for substitutions.

B. Notify Contractor in writing of decision to accept or reject requested substitution.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 848

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 70 00 - 1 Execution Requirements
SECTION 01 70 00

EXECUTION REQUIREMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes execution requirements.

1. Subcontractor or Installer qualifications.

2. Examination.

3. Manufacturer’s instructions.

4. Installation.

5. Cleaning.

6. Protection.

1.2 SUBCONTRACTOR OR INSTALLER QUALIFICATIONS
A. Experienced Subcontractors and Installers: Subcontractors or Installers to have minimum five years successful experience installing items similar to those required for this Project on at least five projects of similar size and value, except for individuals in training under direct supervision of experienced installer.

1. Upon request, provide a detailed summary of subcontractor or installer qualifications including, but not limited to, work history, project name, size, date of completion, and current reference contact information.

1.3 EXAMINATION
A. Acceptance of Conditions: Beginning installation of a product signifies installer has examined substrates, areas, and conditions for compliance with manufacturer requirements for tolerances and other conditions affecting performance.

B. Field Measurements: Take field measurements as required to fit Work properly; recheck measurements prior to installing each product.

1. Where portions of Work are to fit to other construction verify dimensions of other construction by field measurements before fabrication; allow for cutting and patching in order to avoid delaying Work.

C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

1.4 MANUFACTURERS' INSTRUCTIONS
A. Manufacturer’s Recommendations: When work is specified to comply with manufacturers' recommendations or instructions, distribute copies to persons involved and maintain one set in field office.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 849

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 70 00 - 2 Execution Requirements

1. Conform to requirements specified in Section 01 30 00 for submittal of recommendations or instructions to Architect; submit to Architect only where specified or where specifically requested.

B. Perform work in accordance with details of recommendations and instructions and specified requirements.

1. Should a conflict exist between Specifications and recommendations or instructions consult with Architect.

C. Where manufacturer's information notes special recommendations in addition to installation instructions, comply with both recommendations and instructions.

1.5 INSTALLATION
A. Pre-Installation Meetings: Installers and suppliers are to attend pre-installation meetings scheduled by Contractor.

B. Comply with manufacturers written recommendations and installation instructions unless more restrictive requirements are specified.

C. Locate Work and components accurately, in correct alignment and elevation.

1. Make vertical work plumb and horizontal work level.

2. Install components to allow space for maintenance and ease of removal for replacement.

D. Install products at time and under conditions to ensure best possible results; maintain conditions required for product performance until Substantial Completion.

E. Conduct operations so no part of Work is subject to damaging operations or loading in excess of that expected during normal conditions.

F. Securely anchor permanent construction in place, accurately located and aligned with other portions of Work.

G. Allow for building movement including thermal expansion and contraction.

H. Make joints of uniform width; arrange joints as indicated, for best visual effect where not otherwise indicated; fit exposed connections together to form hairline joints except where otherwise indicated.

1.6 CLEANING
A. Cleaning During Construction: Specified in Section 01 50 00 - Temporary Facilities and Controls.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 850

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 70 00 - 3 Execution Requirements
B. Progress Cleaning: Keep installed areas clean using cleaning materials specifically recommended by manufacturers of product being cleaned; where not otherwise recommended use nontoxic materials that will not damage surfaces.

1. Remove debris from concealed spaces before enclosing space.

2. Supervise construction operations to assure no part of construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period.

C. Final Cleaning: Execute final cleaning at Substantial Completion.

1. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances; polish transparent and glossy surfaces; vacuum carpeted and soft surfaces.
a. Vacuuming Equipment: Type with high efficiency particulate arrestor (HEPA) type filters; properly maintained.

2. Clean equipment and fixtures to a sanitary condition, clean filters of mechanical equipment, replace filters where cleaning is impractical. a. Clean ducts.

3. Clean site; sweep paved areas.

4. Remove waste, surplus materials and rubbish from Project and site; recycle to maximum extent feasible.

1.7 PROTECTION
A. Protect products subject to deterioration with impervious cover. Provide ventilation to avoid condensation and trapping water.

B. Take care to use protective covering and blocking materials that do not soil, stain, or damage materials being protected.

C. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed.

D. Protect interior materials from water damage; immediately remove wet materials from site to prevent growth of mold and mildew on site.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 851

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 73 00 - 1 Cutting and Patching
SECTION 01 73 00

CUTTING AND PATCHING
PART 1 - GENERAL

1.1 SUMMARY
A. Contractor shall be responsible for cutting, fitting and patching required to complete Work and to:

1. Make its parts fit together properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to Contract Documents.

5. Remove samples of installed work as required for testing.

6. Provide routine penetrations of non-structural surfaces for installation of piping and electrical conduit.

B. Related Requirements:

1. Section 01 40 00: Quality Requirements

2. Section 01 70 00: Execution Requirements

1.2 SUBMITTALS
A. Submit a written request to Architect well in advance of executing cutting or alteration which affects:

1. Work of Owner or separate contractor.

2. Structural value or integrity of any element of Project.

3. Integrity of weather-exposed or moisture-resistant elements.

4. Efficiency, operational life, maintenance or safety of operational elements.

5. Visual qualities of sight-exposed elements.

B. Request shall include:

1. Identification of Project and description of affected work.

2. Necessity for cutting or alteration.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 852

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 73 00 - 2 Cutting and Patching

3. Effect on work of Owner or separate contractor.

4. Effect on structural integrity, or weatherproof integrity of Project.

5. Alternatives to cutting and patching.

6. Cost proposal, when applicable.

7. Written permission of separate contractor whose work will be affected.

8. Description of proposed work including:
a. Scope of cutting, patching, alteration, or excavation. b. Products proposed to be used.
c. Extent of refinishing to be included.

C. Should conditions of Work or schedule indicate a change of products from original installation, Contractor shall submit request for substitution as specified in Section 01 63 00 - Product Substitution Procedures.

D. Submit written notice to Architect designating date and time work will be uncovered.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Comply with Specifications and standards for each specific product involved.

B. Where Specifications and standards have not been provided, provide materials and fabrication consistent with quality of Project and intended for commercial construction.

C. Provide new materials for cutting and patching unless otherwise indicated.

PART 3 - EXECUTION

3.1 INSPECTION
A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching.

B. After uncovering work, inspect conditions affecting installation of products, or performance of work.

C. Report unsatisfactory or questionable conditions to Architect in writing; do not proceed with work until Architect has provided further instructions.

3.2 PREPARATION
A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 853

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 73 00 - 3 Cutting and Patching

1. Provide services of licensed engineer for designing temporary support where required by applicable authorities for temporary supports and for shoring; submit engineering calculations directly to applicable authorities upon request.

B. Protect other portions of Project from damage.

3.3 PERFORMANCE
A. Execute cutting by methods that provide proper surfaces to receive installation of repairs and finishes.

B. Employ same installer or fabricator to perform cutting and patching work as employed for new construction for:

1. Weather-exposed or moisture resistant elements.

2. Sight-exposed finished surfaces.

C. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes.

D. Restore work that has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents.

E. Fit work tight to pipes, sleeves, ducts, conduit and penetrations through surfaces.

F. Refinish entire surfaces as necessary to provide even finish to match adjacent finishes:

1. For continuous surfaces, refinish to nearest intersection.

2. For an assembly, refinish entire unit.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 854

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 74 00 - 1 Waste Management & Recycling Program SECTION 01 74 00

WASTE MANAGEMENT AND RECYCLING PROGRAM
PART 1 - GENERAL

1.1 SUMMARY
A. Waste Management: Comply with Local or Regional Green Building Ordinance for diverting Project waste from landfill; aim for waste management goal of 80% or higher.

1. Inform Owner and Architect where Waste Management Program requirements could detrimentally impact construction schedule.

2. Provide separate itemization of costs related to Site Waste Management Program.

3. Effect optimum control of solid wastes.

4. Prevent environmental pollution and damage.

B. Related Work:

1. Section 01 50 00: Temporary Facilities and Controls

2. Section 01 73 00: Cutting and Patching

3. Section 02 41 19: Selective Demolition

1.2 DEFINITIONS
A. Inert Fill: A permitted facility that accepts inert waste such as asphalt and concrete exclusively.

B. Class III Landfill: A landfill that accepts non-hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair, and demolition operations.

C. Construction and Demolition Waste: Includes solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations.

1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, tin cans, and bones.

2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work.

D. Chemical Waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals and inorganic wastes.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 855

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 74 00 - 2 Waste Management & Recycling Program E. Sanitary Wastes:

1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food.

2. Sewage: Domestic sanitary sewage.

1.3 SUBMITTALS
A. Waste Management and Recycling Program: Prior to commencement of Work, schedule and conduct meeting with Owner and Architect to discuss proposed Waste Management and Recycling Program.

1. Develop mutual understanding relative to details of recycling, and rebate programs.

2. Review all Specification requirements, Contract Documents and site conditions and estimate total Project C&D materials to be generated, names of landfills where Project C&D materials would normally be disposed of. Indicate types and quantities of materials under the Work that are anticipated to be feasible for on- site processing, and source-separation for re-use or recycling. Indicate procedures that will be implemented in this program to effect jobsite source- separation, such as, identifying a convenient location where dumpsters would be located, signage to identify materials to be placed in dumpsters, etc., B. Prepare a Waste Management and Recycling Plan that includes, but is not limited to, the following:
Contractor’s name and project identification information; Procedures to be used;
Materials to be re-used and recycled;
Estimated total quantities of materials generated in Project; Names and locations of landfills, re-use and recycling facilities/sites; Tonnage calculations that demonstrate that Contractor will re-use and recycle a minimum of 80% by weight of C&D materials generated in the Work.

C. Submit a Contractor’s Reuse, Recycling, and Disposal Report or Summary with each application for progress payment that includes recycling activities. Failure to submit the form and its supporting documentation will render the application for progress payment incomplete and delay progress payments. If applicable, include manifests, weight tickets, receipts, and invoices specifically identifying the Project for re-used and recycled materials:
On-site crushing of asphalt and concrete for use off-site; Reuse of building materials or salvageable items;
Source-separated recycling facilities;
Mixed debris recycling facilities;
Recycling of material, including soils, as landfill alternative daily cover; Delivery of soils or mixed inerts to an inert landfill or other use; Disposal of soils or other materials at a landfill or transfer station; DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 856

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 74 00 - 3 Waste Management & Recycling Program

1. Contractor’s Reuse, Recycling, and Disposal Report must quantify all materials generated in the Work, disposed in Class III Landfills, or diverted from disposal through recycling. Indicate zero (0) if there is no quantity to report for a type of material. As indicated on the form:
 Report disposal or recycling either in tons or in cubic yards: if scales are available at disposal or recycling facility, report in tons; otherwise, report in cubic yards. Report in units for salvage items when no tonnage or cubic yard measurement is feasible.
 Indicate locations to which materials are delivered for reuse, salvage, recycling, accepted as daily cover, inert backfill, or disposal in landfills or transfer stations.
 Provide legible copies of weigh tickets, receipts, or invoices that specifically identify the project generating the material. Said documents must be from recyclers and/or disposal site operators that can legally accept the materials for the purpose of re-use, recycling, or disposal.

D. Revise and resubmit Waste Management and Recycling Program as required by Owner and Architect.

1. Review of Contractor's Waste Management and Recycling Program will not relieve Contractor of responsibility for control of pollutants and other environmental protection measures.

E. If necessary, prepare 3-ring binder with rebate information and product documentation as required for Owner to qualify for rebate programs; submit binder with final closeout submittals.

1.4 RECYCLING PROGRAM
A. Recycling: Implement recycling program that includes separate collection of waste materials of types as applicable to Project; recycling program to be applied by Contractors and subcontractors.

B. Recycling: Implement recycling program that includes separate collection of waste materials of following types as applicable to Project; recycling program to be applied by Contractors and subcontractors.

1. Concrete and Concrete Masonry Units.

2. Plaster.

3. Ferrous metal.

4. Non-ferrous metal.

5. Plastics.

6. Other materials as appropriate.

C. Handling: Keep materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process.

1. Clean materials contaminated prior to placing in collection containers.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 857

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 74 00 - 4 Waste Management & Recycling Program

2. Arrange for collection by or delivery to appropriate recycling center or transfer station that accepts construction and demolition waste for purpose of recycling.

D. Participate in Re-Use Programs: Rebates, tax credits, and other savings obtained for recycled or re-used materials shall accrue to Contractor.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 858

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 77 00 - 1 Closeout Procedures
SECTION 01 77 00

CLOSEOUT PROCEDURES
PART 1 - GENERAL

1.1 SUMMARY
A. This section describes Contract closeout procedures.

1. Substantial completion.

2. Final completion.

3. Project record documents.

4. Material and finish data.

5. Operation and maintenance data.

B. Related Requirements:

1. Section 01 78 00: Warranties.

1.2 SUBSTANTIAL COMPLETION
A. Immediately prior to Substantial Completion, schedule agency reviews as required for “temporary certificate of occupancy” or for “certificate of occupancy”.

B. When Contractor considers the Work or a designated portion thereof is substantially complete, submit written notice, with list of items to be completed or corrected.

1. List (“Punch List”): Format pre-approved by Owner and Architect; tabular form with each space listed required.

C. Within a reasonable time, Owner and Architect will inspect status of completion and may add to “Punch List”.

D. Should Owner and Architect determine Work is not substantially complete, Contractor will be promptly notified in writing, giving reasons.

E. Contractor shall remedy deficiencies and send a second written notice of substantial completion; Architect will re-inspect Work.

1. Contractor shall pay for Architect's time and direct expenses where more than one Substantial Completion inspection is required.

F. When Architect determines Work is substantially complete, a Certificate of Substantial Completion will be prepared in accordance with General Conditions.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 859

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 77 00 - 2 Closeout Procedures

1.3 FINAL COMPLETION
A. When Work is complete, submit written certification indicating:

1. Work has been inspected for compliance with Contract Documents.

2. Work has been completed in accordance with Contract Documents and deficiencies listed (in ‘Punch List”) with Certificate of Substantial Completion have been corrected.

3. Equipment and systems have been tested in presence of Owner's representative and are operational.

4. Work is complete and ready for final inspection.

B. Special Submittals: In addition to submittals required by Contract, submit following.

1. Provide submittals required by governing authorities to governing authorities with copies included in Project Record Documents.

2. Submit final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due.

1.4 PROJECT RECORD DOCUMENTS
A. Keep documents current; do not permanently conceal any work until required information has been recorded.

1. Owner will provide Contractor with a separate set of Drawings to maintain for Project Record Documents.

2. Store reproducible Drawings, one set of Project Manual, and one copy of each Change Order separate from documents used for construction, for use as Project Record Documents.

3. Indicate actual work on Drawings; indicate actual products used in Project Manual, including manufacturer, model number and options.

4. Update Project Record Documents daily and allow for Architect inspection at least once a month.

B. At Contract close-out submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor.

1.5 MATERIAL AND FINISH DATA
A. Provide data for primary materials and finishes.

B. Submit two sets prior to final inspection, bound in 8-1/2" by 11" three-ring binders with durable plastic covers, clearly identified regarding extent of contents.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 860

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 77 00 - 3 Closeout Procedures

1. Electronic Format: Where available in electronic format, submit computerized compact disk (CD’s) of material and finish data.

C. Arrange by Specification division and give names, addresses, and telephone numbers of subcontractors and suppliers. List:

1. Trade names, model or type numbers.

2. Cleaning instructions.

3. Product data.

1.6 OPERATION AND MAINTENANCE DATA
A. Provide data for:

1. Electrically operated items.

2. Mechanical equipment and controls.

3. Electrical equipment and controls.

B. Submit two sets prior to final inspection, bound in 8-1/2" by 11" three-ring binders with durable plastic covers, clearly identified regarding extent of contents.

C. Provide a separate volume for each system, with a table of contents and index tabs for each volume.

D. Arrange by Specification division and gives names, addresses, and telephone numbers of subcontractors and suppliers. List:

1. Appropriate design criteria.

2. List of equipment and parts lists.

3. Operating and maintenance instructions.

4. Shop drawings and product data.

E. Electronic Format: Where available in electronic format, submit computerized compact disk (CD’s) of operation and maintenance data.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 861

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 78 00 - 1 Warranties
SECTION 01 78 00

WARRANTIES
PART 1 - GENERAL

1.1 SUMMARY
A. Compile required and incidental warranties required by Contract Documents.

B. These warranties shall be in addition to and not a limitation of other rights Owner may have against Contractor under Contract Documents and which may be prescribed by law, regardless of wording of warranty.

1.2 FORM OF SUBMITTAL
A. Provide duplicate copies, notarized or on Contractor and Manufacturer's letterhead.

1. Assemble documents executed by subcontractors, installers, suppliers, and manufacturers.

2. Provide table of contents and assemble in binder with durable plastic cover, clearly identified regarding extent of contents.

3. Electronic Format: Submit computerized compact disk (CD’s) of warranties, in Microsoft Word, Microsoft Excel, or in PDF formats.

B. Warranty Form: Use form acceptable to Owner; completed form shall not detract from or confuse interpretations of Contract Documents.

1. Manufacturer shall countersign warranty.

2. Subcontractor and installer shall countersign warranty where specified. a. Provide required warranties for waterproofing and roofing systems countersigned by subcontractor and installer.

C. Submit final warranties prior to final application for payment.

1. For equipment put into use with Owner's permission during construction, submit within ten days after first operation.

2. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period.

D. Provide information for Owner's personnel regarding proper procedure in case of failure and instances that might affect validity of warranty.

E. Size: 8-1/2" by 11" for three-ring binder; fold larger sheets to fit.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 862

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
01 78 00 - 2 Warranties

1.3 WARRANTIES
A. Warranties are intended to protect Owner against failure of work and against deficient, defective and faulty materials and workmanship, regardless of sources.

B. Limitations: Warranties are not intended to cover failures that result from:

1. Unusual or abnormal phenomena of the elements.

2. Owner's misuse, maltreatment or improper maintenance of work.

3. Vandalism after substantial completion.

4. Insurrection or acts of aggression including war.

C. Related Damages and Losses: Remove and replace work which is damaged as result of failure, or which must be removed and replaced to provide access for correction of warranted work.

D. Warranty Reinstatement: After correction of warranted work, reinstate warranty for corrected work to date of original warranty expiration, but not less than half original warranty period.

E. Replacement Cost: Replace or restore failing warranted items without regard to anticipated useful service lives.

F. Rejection of Warranties: Owner reserves right to reject unsolicited and coincidental product warranties that detract from or confuse interpretations of Contract Documents.

1.4 WARRANTY PERIOD
A. Prime Contractor

1. The blanket warranty period for all materials and workmanship for the entire project is one year (365 calendar days) from the Date of Substantial Completion as identified by the Owner.
a. This warranty period may be revised, modified, or enhanced by specific warranty requirements indicated within each Specification Section. b. Subcontractors and Product Manufacturers
1) Workmanship and material warranties as indicated within each Specification Section.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 863

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 1 Selective Demolition
SECTION 02 41 19

SELECTIVE DEMOLITION
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes Selective demolition as follows:

1. Remove exterior and interior building architectural, structural, plumbing, fire protection, mechanical, electrical materials and equipment as indicated on the plans or required for new construction including but not limited to:
a. Manufactured standing seam roofing
b. Sheet metal flashing
c. Cast iron downspouts and piping
d. Roof protection boards and waterproof membranes
e. 2x tongue and groove wood decking
f. Wood framing and ledgers
g. Glulam and dimensional beams
h. Restroom partitions
i. Restroom accessories
j. Electrical lighting fixtures, remote ballasts, brackets, and supports k. Electrical conduit, wire, boxes, and convenience outlets

2. Saw cut and removal of existing building assemblies to accommodate installation of Plumbing and Electrical Systems or where necessary to prepare for subsequent work.

3. Remove, service, and store for reinstallation:
a. Prefabricated skylight
b. Fabricated steel grilles and vent covers

4. Disconnect, remove, cap and identify utilities for later reconnection.

B. Demolition Recycling:

1. Demolition materials recycling requirements: The Work of this contract shall provide for a minimum of 80% by weight of the solid waste generated in the Work to be diverted from landfill disposal through a combination of re-use and recycling activities.

C. Related Work:

1. Division 01 Section "General Requirements."

2. Division 01 Section "Special Procedures."

3. Section 01 74 00 - Waste Management and Recycling Program DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 864

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 2 Selective Demolition

1.2 SUBMITTALS
A. Proposed dust-control measures.

B. Noise-control measures.

C. Schedule of demolition activities indicating the following:

1. Submit schedule indicating proposed sequence of operations for selective demolition work to Project Manager for review prior to start of work.

2. Include coordination dates for shutoff, capping, and continuation of utility services, and details for dust and noise control.

3. Coordinate the scheduling of work of Section with the work of other sections.

D. Contractor’s Waste Management and Recycling Plan:

1. Review, Section 01 74 00 requirements, Contract Documents and site conditions and estimate total Project C&D materials to be generated, names of landfills where Project C&D materials would normally be disposed of. Indicate types and quantities of materials under the Work that are anticipated to be feasible for on- site processing, and source-separation for re-use or recycling. Indicate procedures that will be implemented in this program to effect jobsite source- separation, such as, identifying a convenient location where dumpsters would be located, signage to identify materials to be placed in dumpsters, etc.,

2. As per Section 01 74 00, Waste Management and Recycling Plan must include, but not be limited to, the following:
Contractor’s name and project identification information; Procedures to be used;
Materials to be re-used and recycled;
Estimated total quantities of materials generated in Project; Names and locations of landfills, re-use and recycling facilities/sites; F. As per Section 01 74 00, submit a Contractor’s Reuse, Recycling, and Disposal Report with each application for progress payment. Failure to submit the form and its supporting documentation will render the application for progress payment incomplete and delay progress payments. If applicable, include manifests, weight tickets, receipts, and invoices specifically identifying the Project for re-used and recycled materials:
On-site crushing of asphalt and concrete for use off-site; Reuse of building materials or salvageable items;
Source-separated recycling facilities;
Mixed debris recycling facilities;
Recycling of material, including soils, as landfill alternative daily cover; Delivery of soils or mixed inerts to an inert landfill or other use; Disposal of soils or other materials at a landfill or transfer station; DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 865

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 3 Selective Demolition

1. Contractor’s Reuse, Recycling, and Disposal Report must quantify all materials generated in the Work, disposed in Class III Landfills, or diverted from disposal through recycling. Indicate zero (0) if there is no quantity to report for a type of material. As indicated on the form:
 Report disposal or recycling either in tons or in cubic yards: if scales are available at disposal or recycling facility, report in tons; otherwise, report in cubic yards. Report in units for salvage items when no tonnage or cubic yard measurement is feasible.
 Indicate locations to which materials are delivered for reuse, salvage, recycling, accepted as daily cover, inert backfill, or disposal in landfills or transfer stations.
 Provide legible copies of weigh tickets, receipts, or invoices that specifically identify the project generating the material. Said documents must be from recyclers and/or disposal site operators that can legally accept the materials for the purpose of re-use, recycling, or disposal:

1.3 QUALITY ASSURANCE
A. Demolition Firm Qualifications: Engage a licensed demolition contractor and an experienced firm that has successfully completed demolition Work similar to that indicated for this Project.

B. Regulatory Requirements: Comply with governing EPA notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Obtain and pay for all permits required.

1.4 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain property of the Owner, demolished materials shall become the Contractor's property and shall be removed, recycled, or disposed from Project site in an appropriate and legal manner.

PART 2 – PRODUCTS NOT USED
PART 3 – EXECUTION

3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped.

B. Survey existing conditions and correlate with requirements indicated to determine extent of demolition and recycling required.

C. Survey condition of the building to determine whether removing any element might result in a structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during demolition.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 866

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 4 Selective Demolition

1. Retain a licensed and qualified civil or structural engineer to provide analysis, including calculations, necessary to ensure the safe execution of the demolition work.

2. Perform surveys as the Work progresses to detect hazards resulting from demolition activities.

3.2 PRE-DEMOLITION CONFERENCE
A. Conduct conference at Project site.

1. Review the environmental goals of this Project with Owner’s Representatives, Contractors, subcontractors, and waste haulers and make a proactive effort to increase awareness of these goals among all labor forces on site.

3.3 PREPARATION
A. As part of the project scope, the Contractor shall prepare all drawings, documents, and applications and shall obtain all government agency approvals and permits required for demolition activities.

B. Conduct demolition operations and remove C&D materials to ensure minimum interference with roads, streets, walks, and other adjacent occupied and utilized facilities.

1. Do not close or obstruct streets, walks, or other adjacent occupied or utilized facilities without permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

C. Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain. Ensure safe passage of people around demolition area.

1. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction. a. Maintain temporary protection to people at exterior areas of the existing building where decorative medallion removal work is being done.

2. Protect existing site improvements, appurtenances, and landscaping that are designated to remain in place.

D. Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent movement, settlement, or collapse of buildings to be demolished and adjacent buildings to remain.

1. Strengthen or add new supports when required during progress of demolition.

E. Provide and maintain temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces and installation DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 867

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 5 Selective Demolition
of new construction to ensure that no water leakage or damage, or wind damage occurs to structure or interior areas of existing building.

1. Cover roof penetrations with plywood and visqueen to provide a weathertight enclosure until roof equipment is completely installed and roofing work in the area can be completed the same day.

F. Provide and maintain temporary barriers and security devices.

G. Use periodic light water mist, temporary enclosures, and other suitable methods to limit dust and dirt. Comply with applicable environmental protection regulations.

H. Provide and maintain temporary partitions to prevent spread of dust, odors and noise.

I. Maintain path of travel for debris removal dust free and clean at all times.

J. Cover and protect windows and walls that are adjacent to areas to be demolished.

K. Protect smoke alarms and fire sprinklers from dust intrusion.

L. Maintain parking areas, driveways, exterior walkways, exit paths, and landscaping in a clean, undisturbed condition. Any debris caused by selective demolition work shall be removed each day.

M. Field verify the exact location of existing concealed utilities. Use caution if working in or about concealed or exposed utilities.

1. Disconnect, remove, and cap designated utility lines within demolition areas.

Mark locations of disconnected utilities. Identify utilities and indicate capping locations on Project Record Documents

3.4 EXPLOSIVES
A. Use of explosives will not be permitted.

3.5 EXECUTION
A. Comply with federal, state and local regulations pertaining to water, air, solid waste, recycling, chemical waste, sanitary waste, sediment and noise pollution.

B. Protection of Natural Resources: Preserve the natural resources within the project boundaries or restore to an equivalent condition.

1. Confine demolition activities to areas defined by public roads, easements, and work area limits indicated on the drawings.
a. Temporary Construction: Remove indications of temporary construction facilities, such as haul roads, work areas, structures, stockpiles or waste areas.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 868

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 6 Selective Demolition

2. Water Resources: Comply with applicable regulations concerning the direct or indirect discharge of pollutants to underground and natural surface waters. a. Oily Substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water in such quantities as to affect normal use, aesthetics, or produce a measurable ecological impact on the area.
1) Store and service construction equipment at areas designated for collection of oil wastes.

3. Dust Control, Air Pollution, and Odor Control: Prevent creation of dust, air pollution and odors.
a. Use temporary enclosures and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. b. Store volatile liquids, including fuels and solvents, in closed containers. c. Properly maintain equipment to reduce gaseous pollutant emissions.

4. Noise Control: Perform demolition operations to minimize noise. a. Repetitive, high level impact noise will be permitted only between the hours of 8:00 a.m. and 6:00 p. m. Repetitive impact noise on the property shall not exceed the following dB limitations:

Sound Level in dB Time Duration of Impact Noise
70 More than 12 minutes in any hour
80 More than 3 minutes in any hour
b. Provide equipment, sound-deadening devices, and take noise abatement measures that are necessary to comply with the requirements of this Contract.
c. At least once every five successive working days while work is being performed above 55 dB noise level, measure sound level for noise exposure due to the demolition. Measure sound levels on the 'A' weighing network of a General Purpose sound level meter at slow response. To minimize the effect of reflective sound waves at buildings, measurements may be taken three to six feet in front of any building face. Submit the recorded information to the State noting any problems and the alternatives before mitigating actions.

5. Salvage, Re-Use, and Recycling Procedures
a. Identify re-use, salvage, and recycling facilities: Provide Owner’s Representative a list of local reuse organizations and C&D recycling companies.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 869

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 7 Selective Demolition
b. Develop and implement procedures to re-use, salvage, and recycle demolition materials, based on the Contract Documents, the Contractor’s Waste Management and Recycling Plan, estimated quantities of available materials, and availability of recycling facilities. Procedures may include on- site recycling, source-separated recycling, salvage, and/or mixed debris recycling efforts.
c. Identify materials that are feasible for salvage, determine requirements for site storage, and transportation of materials to a salvage facility. d. Source-separate new construction, excavation and demolition materials including, but not limited to the following types:
Asphalt
Concrete, Concrete Block, Concrete Masonry Units (CMU), Slump Stone (Decorative Concrete Block), and Rocks
Asphalt Concrete
Paper: Bond, Newsprint, Cardboard, Paper, Packing Materials, and Packaging
Cement Fiber Products: Shingles, Panels, Siding
Paint
Rigid Foam
Glass
Plastics
Carpet and Carpet Padding
Beverage Containers
Insulation
Gypsum Board
Porcelain Plumbing Fixtures
Fluorescent Light Tubes: per Department of Toxic Substances Control Regulations
Green Materials (i.e. tree trimmings and land clearing debris) Metal (ferrous and non-ferrous)
Red Clay Brick
Soil
Wood, Clean Dimensional Wood, Pallet Wood
Sheet Wood: Plywood, Oriented Strand Board (OSB), Particle Board Other materials as appropriate
e. Develop and implement a program to transport loads of mixed (commingled) demolition materials that cannot be feasibly source separated to a mixed materials recycling facility.

6. Disposal Practices and Waste Hauling
a. Legally transport and dispose of materials that cannot be delivered to a source-separated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose of disposal.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 870

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 8 Selective Demolition
b. Use a permitted waste hauler or Contractor’s trucking services and personnel. To confirm valid permitted status of waste haulers, contact the Owner’s Representative.
c. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials.
d. Deliver to facilities that can legally accept new construction, excavation and demolition materials for purpose of re-use, recycling, composting, or disposal.
f. Do not burn, bury or otherwise dispose of rubbish and waste materials on project site.

7. Revenue
a. Revenues or other savings obtained from recycled, re-used, or salvaged materials shall accrue to Contractor unless otherwise noted in the Contract Documents.
b. Remove and transport C&D materials in a manner that will prevent spillage on adjacent surfaces, streets, and areas or dust being emitted into the atmosphere.
c. Clean adjacent streets of dust, dirt, and C&D materials caused by demolition operations. At the end of each work day, return adjacent areas to condition existing before start of demolition.

3.6 DEMOLITION
A. Selective Demolition: Demolish selective portions of the building as referenced on the drawings completely and remove from the site. Use methods required to complete Work within limitations of governing regulations and as follows:

1. Locate demolition equipment throughout the building and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

2. Demolish concrete and masonry in sizes that will be suitable for acceptance at recycling or disposal facilities.

3. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

4. Break up and remove concrete slabs on grade in small sizes, suitable for acceptance at recycling or disposal facilities, unless otherwise shown to remain.

5. Remove all disconnected, abandoned utilities on site.

B. Damages: Promptly repair damages to adjacent building components or facilities caused by demolition operations.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 871

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 41 19 - 9 Selective Demolition

3.7 HANDLING OF DEMOLISHED MATERIALS
A. General: Promptly re-use, salvage, recycle, or dispose of demolished materials. Do not allow demolished materials to accumulate or be stored on-site for more than 20 working days.

C. Burning: Do not burn demolished materials.

D. Disposal: Transport demolished materials off Owner’s property and legally reuse, salvage, recycle, or dispose of materials.

3.8 DISPOSAL AND CLEANUP
A. Material removed which is not to be salvaged or reused in the Project shall become the property of the Contractor and shall be promptly removed from the site. Do not store or permit debris to accumulate at the site.

B. Maintain temporary shoring until new construction has been installed.

C. Upon completion, clean the entire area of demolition residue satisfactory for the continuation of the Work.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 872

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 1 Pressure Washing
SECTION 02 50 00

PRESSURE WASHING
PART 1 - GENERAL

1.1 SUMMARY
A. Work under this contract shall include the furnishing of all labor, equipment, supplies, parts, tools, and transportation for pressure washing services for the following building surfaces or components of the Richmond Shimada Park Restroom Building:

1. Exterior Concrete Masonry Unit Walls and Parapets

2. Exterior Concrete Slab-on-Grade Sidewalks

3. Interior Concrete Slab-on-Grade with Epoxy Paint Finish

4. Roof Skylight Panels
B. Pressure washing shall be a combination of high-pressure high-volume and low- pressure high-volume systems depending on the building’s surface material.

C. Scope of pressure washing shall include labor and materials for the following:

1. Prep area for pressure washing

2. Cover and block drains

3. Police and remove all debris for proper disposal

4. Install safety signs and cones

5. Apply approved de-greaser to all areas requiring additional cleaning

6. Provide supervision on site at all times

7. Waste water removal. All waste water will be disposed of within strict guidelines set forth by the City of Richmond, State of California, and all applicable Federal requirements.

8. Removal of minor surface mold on exterior only building surfaces

9. Removal of bird nests and bird contamination on exterior only building surfaces

1.2 PERMITS AND CERTIFICATES
A. Contractor shall provide copies of all EPA or OSHA issued permits.

B. Contractor pressure washing and water recovery equipment has been inspected, approved and permitted by the City of Richmond.

C. Unless specifications state otherwise successful Contractor shall be responsible for securing any and all specialized or environmental permits for proposed work (excluding building permit as issued by the City of Richmond Building Department).

Any fee charged for these specialized or environmental permits shall be the responsibility of the Contractor and not the City of Richmond.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 873

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 2 Pressure Washing

1.3 REFERENCE STANDARDS
A. Acknowledge, by the executing of the Contract, awareness and familiarity with the contents and requirements of the following regulations, codes, and standards, and assume responsibility for the performance of the Work in strict compliance therewith and for every instance of failure to comply therewith.

B. Where conflict among requirements or with the Contract Documents exists, the more stringent requirements shall apply.

1. USEPA Regional National Emissions Standards for Hazardous Air Pollutants (NESHAPS)

2. U.S. Occupational and Safety and Health Administration (OSHA)

3. U.S. EPA Office of Pesticide and Toxic Substances Guidance Document

4. U.S. Department of Transportation, Hazardous Substances: Final Rule (49 CFR 171 and 172), Federal Register November 21, 1986 and corrected February 17, 1987.

5. Statutes of the State in which the Work is to be performed: Licensure for Asbestos Consultants and Contractors.

6. All state, county, and city codes and ordinances as applicable. Make available for review at the site one copy of EPA, OSHA, and applicable State, County, and City Regulations governing the Work.

1.4 SAFETY
A. All Contractor and Sub-Contractor personnel shall wear personal protective equipment in the performance of their duties to include safety vests, protective eye wear or face shields, respiratory protection as necessary, gloves and protective clothing.

B. Contractor shall be responsible for adhering to all local, state and federal safety guidelines and observe all safety precautions when performing services on City of Richmond or Bart property, roadways and right-of-ways to include safe location of parked vehicles, use of safety cones, signage, flag personnel as necessary, use of safety vests on all personnel and vehicles which are clearly identifiable as belonging to the Contractor.

1.5 HOURS OF OPERATIONS
A. Pressure washing services to be performed Monday - Friday between the hours of 7 AM – 5 PM and on Saturday and Sunday between the hours of 6:00 AM – 6:00 PM

1.6 TEST PANELS
A. Contractor to test all pressure washing settings on various building surfaces in inconspicuous locations to verify correct nozzle selection, wand distance, wand angle, and recommended PSI setting. Adjust settings as necessary to preserve and protect the existing building color and finish.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 874

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 3 Pressure Washing

1.7 WARRANTY
A. The Contractor shall guarantee all of the work that is performed under this contract, including all materials, workmanship, for a minimum of one (1) year from the date of full acceptance of the work.

B. All work shall be performed and completed in a thorough, workmanlike manner and in accordance with the latest proven practices of the trade by thoroughly skilled and experienced workmen.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Materials/supplies shall meet or exceed the standard in the industry for improvement for the services to be performed and conforms with respects to the specifications.

1. Polyethylene/Plastic sheeting shall be of the thicknesses specified, in sizes to minimize the frequency of joints. Utilize reinforced plastic sheeting in specified thicknesses on floors.

2. Tape shall be glass fiber or other type capable of sealing joints of adjacent sheets of plastic and for attachment of plastic sheet to finished or unfinished surfaces of dissimilar materials under both dry and wet conditions.

3. Sodium Hypochlorite ("bleach")

4. Impermeable Containers shall be suitable to receive and retain contaminated materials until disposal at an approved site and shall be labeled in accordance with U.S. DOT 49 CFR 171 and 172, and containers shall be both air- and water- tight.
a. Use a minimum of two types of impermeable containers: 1) six millimeter- thick (mil) plastic bags sized to fit within the drum; and 2) metal or fiber drums with tightly fitting lids.

5. Other Materials: Provide all other materials that may be required to construct and dismantle temporary pressure washing and decontamination areas and the barriers that isolate the work area(s).

PART 3 - EXECUTION

3.1 PRESSURE WASHING
A. All flatwork shall be rinsed so that no debris remains after cleaning. Any debris in the area shall be picked up and thrown away at any time (around buildings, parking areas, plant beds, etc.).

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 875

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 4 Pressure Washing
B. When buildings/structures with light fixtures are pressure washed, all light fixtures on perimeter of buildings shall also be cleaned so that they are bug/debris free. This will require opening the protective cover of fixture and hand cleaning each lens.

C. Contractor shall report any and all items needing attention (broken building components, receptacles needing repair or refinishing, broken fixtures, surface deterioration, etc.). Contractor shall report any maintenance item that affects the appearance of the area or the safety, health and welfare of the building occupants..

D. PSI shall range between 1,000 and 3,000 depending on surface material.

1. PSI shall not exceed 4,000 under any circumstance.

2. Field verify pressure settings via test panels prior to proceeding with the work.

E. Pressure washing nozzle shall have a 25-40 degree spray pattern depending on surface material.

1. Nozzle to be between 12 and 24 inches from surface material.

2. Spray surface at a 30-45 degree nozzle angle.

3. Field verify nozzle settings via test panels prior to proceeding with the work.

F. Contractor to use a non-bleach cleaning solution unless noted otherwise.

3.2 PRESSURE WASHING SCHEDULE:

A. Concrete Masonry Unit Walls (high –pressure high-volume)

1. 2,000-3,000 PSI

2. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

3. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water B. Concrete Flatwork (high-pressure high-volume)

1. 2,500-3,500 PSI

2. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

3. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water C. Structural Steel Framing (high-pressure high-volume)

1. 1,500-2,500 PSI

2. Hot water 130° - 160°

3. No additives
D. Painted or Pre-Finishes Aluminum (low-pressure high-volume)

1. 1,000-1,500 PSI (avoid peeling paint)

2. Hot water 130° - 160°, only to be used on flat work and lower bands

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative (Sodium Per carbonate or Calcium Hypochlorite)
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 876

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 5 Pressure Washing

4. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water E. All Latex or Enamel Painted Surfaces (low-pressure high-volume)

1. 1,000-1,500 PSI (avoid peeling paint)

2. Hot water 130° - 160°, only to be used on flat work and lower bands

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative (Sodium Per carbonate or Calcium Hypochlorite)

4. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water F. Brick Pavers/Masonry (low-pressure high-volume)

1. 300-700 PSI

2. 160° max water temperature

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative (Sodium Per carbonate or Calcium Hypochlorite)

4. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water G. Vinyl Siding (low-pressure high-volume)

1. 300-700 PSI

2. No hot water

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

4. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water H. Cellular PVC (low-pressure high-volume)

1. 300-700 PSI

2. No hot water

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

4. Rinse Agent
a. Water
I. Stucco (low-pressure high-volume)

1. 500-1,000 PSI

2. 160° max water temperature

3. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

4. Rinse Agent:
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 877

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 6 Pressure Washing
J. EIFS (Exterior Insulation and Finishing System) (low-pressure high-volume)

1. 500-1,000 PSI

2. No hot water

3. Hold nozzle 2 feet away from surface at a 45° angle

4. Material mix for cleaning:
a. Detergent approved by City of Richmond representative

5. Rinse Agent
a. Water
b. 1 ½ % Chlorine – 2 oz. per gallon of water or ¼ cup per gallon of water K. Natural Wood (low-pressure high-volume)

1. Maximum 500 PSI

2. No hot water

3. Detergent approved by City of Richmond representative (Sodium Per carbonate)

4. Rust Removal – as requested by City of Richmond representative

5. Use oxalic acid per instructions
L. Efflorescence Removal

1. Use muriatic acid per instructions

2. Then use permeable sealer to maintain

3.3 EXTERIOR SURFACE MOLD REMOVAL
A. It is assumed that only exterior open-air building surfaces shall be encountered or addressed during performance of the work.

1. Notify the City of Richmond if any mold accumulation is observed within the building enclosure.

B. Exterior and isolated areas exhibiting surface mold growth are assumed to be between 0- 30 square feet. Notify the City of Richmond representative any area of mold growth encountered exceeds 30 square feet.

C. Non-porous (e.g., metals, glass, and hard plastics) and semi-porous (e.g., wood, and concrete) materials that are structurally sound and are visibly moldy can be cleaned and reused.

1. Cleaning shall be done using a detergent solution approved by City of Richmond representative.

D. Porous materials with more than a small area of contamination shall be removed and discarded. Porous materials that can be cleaned, can be reused, but should be discarded if possible.

1. A professional restoration consultant shall be contacted when restoring porous materials with more than a small area of fungal contamination.

2. All materials to be reused shall be dry and visibly free from mold.

E. Removal or remediation shall be conducted by the Contractor. Those performing the work shall receive training on proper clean-up methods, personal protection, and potential health hazards.

1. Training can be performed as part of a program to comply with the requirements of the OSHA Hazard Communication Standard (29 CFR 1910.1200).

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 878

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
02 50 00 - 7 Pressure Washing
F. Worker Protection: All workers performing mold remediation shall adhere to the following:

1. Respiratory protection (e.g., N95 disposable respirator), in accordance with the OSHA respiratory protection standard (29 CFR 1910.134), is recommended.

2. Gloves and eye protection shall be worn.

3. Full-face respirators with HEPA cartridges and disposable protective clothing covering both head and shoes shall be worn if contamination is greater than 30 square feet.

G. The immediate surrounding work area shall be or remain unoccupied.

1. Vacating people from spaces adjacent to the work area is not necessary but is highly recommended.

2. The work area shall be isolated with a plastic sheet(s) and sealed with tape before remediation, to contain dust/debris.

3. Dust suppression methods, such as misting (not soaking) surfaces prior to remediation, are recommended.

4. Contaminated materials that cannot be cleaned shall be removed from the building in sealed plastic bags. There are no special requirements for the disposal of moldy materials.

5. The work area and areas used by remedial workers for egress shall be HEPA vacuumed (a vacuum equipped with a High-Efficiency Particulate Air filter) and cleaned with a damp cloth and/or mop and a detergent solution.

6. All areas shall be left dry and visibly free from contamination and debris. .

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 879

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
05 50 00 - 1 Metal Fabrications
SECTION 05 50 00

METAL FABRICATIONS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide stock and custom fabricated metal items complete in respect to function as intended. Provide shop-applied powder coat paint finish to all newly fabricated items. Also provide shop-applied powder coat paint finishes to existing fabricated metal items as scheduled.

1. Custom metal fabrications includes items made from iron and steel shapes, plates, bars, strips, tubes, and pipes including sleeves and anchors as follows:
a. Fabricated downspouts and wall brackets.
b. Fabricated steel frame and wire fabric ceiling grid over Janitor 102. c. “C” shaped pre-engineered support brackets.

2. Shop-applied powder coat paint systems shall be applied to:
a. Fabricated downspouts and wall brackets
b. Fabricated steel frame and wire fabric ceiling grid over Janitor 102. c. Existing exterior metal wall louvers.
1) Three wall louvers total (two round and one rectangular).

1.2 REFERENCES
A. American Welding Society (AWS): D1.1, Structural Welding Code.

1.3 SUBMITTALS
A. Product Data: Submit manufacturer's literature for products used in metal fabrications, including paint, grout and manufactured items.

B. Shop Drawings: Submit for fabrication and erection of metal fabrications. Indicate profiles, sizes, connection, reinforcing and anchorage.

1. Provide templates for anchorage installation by others.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 880

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
05 50 00 - 2 Metal Fabrications
PART 2 - PRODUCTS

2.1 MATERIALS
A. Steel Shapes, Plates and Bars: ASTM A36.

B. Structural Steel Sheet: Hot rolled, ASTM A1011; or cold rolled, ASTM A1008, Class 1; of grade required for design loading.

C. Steel Pipe: ASTM A53, Type S seamless, grade as selected by fabricator and as required for design loading; minimum standard weight, STD or Schedule 40.

D. Steel Tubing: Cold formed ASTM A500; or hot rolled, ASTM A501; minimum Grade B; seamless where exposed.

E. Castings: Gray iron, ASTM A48, Class 30; malleable iron, ASTM A47.

F. Concrete Inserts: Threaded or wedge type; stainless steel. Provide bolts, washers and shims as required.

G. Grout: Non-shrink meeting ASTM C1107, non-metallic, pre-mixed, factory-packaged, non-staining, non-corrosive; type specifically recommended by manufacturer as applicable to job condition.

1. Manufacturers:
a. Master Builders/Masterflow 713.
b. Five Star Products, Inc./Five Star Grout.
c. Bostik Construction Products/Upcon Grout.
d. Protex Industries, Inc./Propak.
e. Substitutions: Refer to Section 01 63 00.

H. Fasteners and Rough Hardware: Type required for specific usage; provide zinc- coated fasteners for exterior use or where built into exterior walls.

I. Welding Materials: AWS D1.1, type required for materials being welded.

J. Paint: Provide primers as recommended by paint manufacturers for substrates and paints specified.

1. Galvanizing Repair Paint: High zinc-dust content paint for regalvanizing welds in galvanized steel.

K. Paint Finish: The paint finish on all exposed metal surfaces shall be Spray-Applied Fluorocarbon Resin utilizing 70% Kynar 500 resins. Color as selected from manufacturer's standard color chart including premium colors.

1. Number of Coats: 3-coats. The coating shall be shop applied. The coating shall consist of a 0.2 mil prime coat, a 0.70 mil barrier coat, a 0.70 mil color coat containing 70% Kynar resins.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 881

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
05 50 00 - 3 Metal Fabrications
a. Color as selected by Architect from full color range.

2. Relevant to the color selected, material to be painted in accordance with either AAMA specification 2605 or 2604.

2.2 FABRICATION
A. Fabricate items with joints neatly fitted and properly secured.

B. Grind exposed welds continuous, smooth and flush with adjacent finished surfaces, and ease exposed edges to approximate 1/32" uniform radius.

C. Exposed Mechanical Fastenings: Flush countersunk fasteners unobtrusively located, consistent with design of structure.

D. Fit and shop assemble in largest practical sections for delivery.

E. Make exposed joints flush butt type, hairline joints where mechanically fastened.

1. Fabricate joints exposed to weather in manner to exclude water or provide weep holes where water could accumulate.

F. Supply components required for proper anchorage of metal fabrications; fabricate anchorage and related components of same material and finish as metal fabrication.

G. Pre-Engineered Support Systems: Provide manufactured pre-engineered support system consisting of minimum 12 gage ”C” channel supports with anchors, attachments, and accessories as required for complete installation.

1. Manufacturers:
a. Unistrut Inc./Unistrut.
b. Grinnell Corp./PowerStrut.
c. Thomas & Betts, Inc./Superstrut.
d. Substitutions: Refer to Section 01 63 00.

2. Finish: Manufacturer’s standard prime and paint finish for channel supports; galvanized or similar plated anchors and fasteners; hot dip galvanized where at exterior and exterior exposed applications.

H. Finish: Galvanized and Powder Coat (galvanized-powder).

1. Color: As selected by Architect from full range of standard colors available.

2. Thoroughly clean surfaces of rust, scale, grease and foreign matter prior to applying finish.

3. Do not shop prime surfaces requiring field welding; shop prime in one coat.

4. Galvanized Coating: Provide coating comparable to ASTM A924 and A653, minimum G90 hot dip galvanized coating.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 882

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
05 50 00 - 4 Metal Fabrications
PART 3 - EXECUTION

3.1 EXAMINATION
A. Field Measurements: Take field measurements prior to preparation of shop drawings and fabrication, where possible; do not delay job progress; allow for trimming and fitting where necessary.

3.2 ERECTION
A. Obtain Architect's review prior to site cutting or making adjustments which are not part of scheduled work.

1. Perform necessary cutting and altering for installation and coordination with other work.

B. Install items square and level, accurately fitted and free from distortion or defects detrimental to appearance or performance.

1. Supply items required to be cast into or embedded in other materials to appropriate trades.

2. Ensure alignment with adjacent construction; coordinate with related work to ensure no interruption in installation.

C. Make provision for erection stresses by temporary bracing; keep work in alignment.

D. Field bolt and weld to match standard of shop bolting and welding; hide bolts and screws whenever possible, where not hidden, use flush countersunk fastenings.

1. Perform field welding in accordance with AWS D1.1.

E. After installation, touch-up field welds and scratched and damaged surfaces; use primer consistent with shop coat or recommended for galvanized surfaces, as applicable.

F. Replace items damaged in course of installation and construction.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 883

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 1 Rough Carpentry
SECTION 06 10 00

ROUGH CARPENTRY
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: All labor, materials and equipment and all operations required to complete all rough carpentry and structural framing as indicated on the drawings; to produce shapes and configurations as shown, as required; and as specified herein, including:

1. Structural wall, and roof framing.

2. Roof sheathing.

3. Rough hardware, framing connectors and fasteners.

4. Treatment of wood.

5. Concealed wood blocking for support of toilet and bath accessories, wall cabinets, wood trim, and other work requiring supporting blocking.

6. Miscellaneous wood nailers and furring strips, including roof applications, other wood framing, furring, shims or blocking as required to complete the work.

B. Related Sections:

1. Pertinent sections of Division 01 specifying Quality Control and Testing Agency services.

2. Pertinent sections of Division 01 specifying Structural Product Requirements:

Structural Product Options, Substitution procedures and limitations, transportation, handling and storage.

3. Pertinent sections of Division 03 specifying wood formwork construction and/or setting anchors in concrete.

4. Pertinent section of Division 06 specifying wood construction and materials.

5. Pertinent sections of other divisions specifying steel or concrete construction.

1.2 REFERENCES
A. California Code of Regulations, Title 24, latest adopted edition (herein noted as CBC): Chapter 23 Wood
B. American National Standards Institute (ANSI) / American Wood Council (AWC) “NDS - National Design Specification for Wood Construction”.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 884

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 2 Rough Carpentry
C. National Institute of Standards and Technology (NIST) / Engineered Wood Association (APA) “PS 1 - Voluntary Product Standard for Structural Plywood”.

D. NIST / APA “PS 2 - Performance Standard for Wood-Based Structural-Use Panels”.

E. NIST “PS 20 - American Softwood Lumber Standard”.

F. Redwood Inspection Bureau (RIS) “Standard Specifications for Grades of California Redwood Lumber”.

G. West Coast Lumber Inspection Bureau (WCLIB) “Standard Grading Rules for West Coast Lumber No. 17”.

H. Western Wood Products Association (WWPA) “Western Lumber Grading Rules”.

I. American Wood Preservers Association (AWPA) “Book of Standards”.

1.3 SUBMITTALS
A. Submit in accordance with pertinent sections of Division 01 specifying submittal procedures. Submit for review prior to fabrication. Submittals that do not meet these requirements will be returned for correction without review.

1. Substitutions for products specified require conformance to substitution requirements in Division 01.

2. Review of materials and hardware for substitution to products specified is at the additional expense of the Contractor.

B. Limitation of Review: Structural Engineer's review will be for general conformance with design intent as indicated in the Contract Documents and does not relieve Contractor of full responsibility for conformance with the Contract Documents. The General Contractor shall review and approve shop drawings prior to submittal to the Architect/Engineer.

C. Product Data:

1. Submit manufacturer's product data, specifications, and installation instructions for & location of framing connectors, wood preservative materials, application instructions, and fasteners. Include complete, accurate equivalence data when submitting alternate products to those specified. Provide samples of these items upon request.

2. Submit product data and current ICC-ES report for machine-driven nails, fasteners, and equipment, including dimensions of all fasteners, including head, shank diameter and length.

D. Shop drawings: For manufactured wood products, submit each building as a complete unit. Do not mix components from multiple buildings or units of work in a submittal. Include all of the following;

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 885

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 3 Rough Carpentry

1. Indicate profiles, sizes, and spacing locations of structural members.

2. Cross-reference all shop drawing detail references to contract document detail references.

3. Secure all field measurements as necessary to complete this work.

E. Manufacturer's Certificate: Submit all certifications of physical and chemical properties of materials as specified below in Article titled QUALITY ASSURANCE.

1. Certify that wood products supplied for rough carpentry meet or exceed specified requirements, including specified moisture content.

1.4 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies, refer to pertinent sections of Division 01 and CBC Chapter 17.

B. All tests shall be performed by a recognized testing agency as specified in pertinent sections of Division 01.

C. Inspection of fabricators is required per CBC 1704.2 unless fabricator is registered and approved by the building official. Wood product quality standards:

1. All wood products to comply with article REFERENCES.

2. Factory-mark each piece of lumber and sheathing with type, grade, mill, and grading agency, except omit marking from surfaces to be exposed with transparent finish or without finish.

3. Sheathing panels to be marked by APA (The Engineered Wood Association).

D. End-Jointed lumber shall not be used.

E. Hardware and engineered wood products shall have current ICC ES Evaluation/research reports that are equivalent to products specified.

F. Employ competent workers experienced in work of the types specified and required.

1.5 DELIVERY, STORAGE AND HANDLING
A. Comply with pertinent requirements of Division 01.

B. Delivery: Time delivery and installation of carpentry products to avoid delaying other trades whose work is dependent on or affected by this section and to comply with moisture content, protection and storage requirements.

C. Keep materials dry at all times. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and sheathing panels to prevent deformation and provide air circulation within stacks.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 886

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 4 Rough Carpentry

1. Store materials for which a maximum moisture content is specified only in areas where relative humidity has been reduced to a level where specified moisture content can be maintained.

2. Handle and store materials above ground to prevent damage, contamination, or accumulation of dirt or foreign materials.

3. Provide special protection for horizontal sheathing panels. Deformation of panels due to moisture is not acceptable.

1.6 PROJECT/SITE CONDITIONS
A. Verify all conditions at project site affecting the work; work to field dimensions as required. Coordinate carpentry installation with size, location, and installation of service utilities.

B. Sequence rough carpentry installation activities to allow sufficient time for:

1. Review of all submittals.

2. Indicate submittal review, procurement, and testing activities in the project schedule prior to the start of installation. Installation durations shall be based on hand-nailed installation methods specified.

3. Attainment of specified maximum lumber moisture content.

PART 2 - PRODUCTS

2.1 DIMENSIONED LUMBER
A. General

1. Size per industry standards for nominal sizes shown; S4S (sanded four sides).

2. Warped/twisted and excessively checked members shall not be used regardless of grade marks.

3. At the Contractor’s option, engineered lumber of equivalent size and material properties may be substituted for solid sawn lumber where material is difficult to source due to length, availability, etc. Submit proposed substitution to Engineer for review prior to purchasing materials.

B. Moisture content of framing:

1. All lumber to be maximum 19% at time of fastener installation, except 3x and 4x studs may be 25% at time of sheathing panel nailing. All lumber to be maximum 19% at time of close-in, unless noted otherwise.

2. The Owner’s Testing Laboratory will test for moisture content prior to commencement of close-in.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 887

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 5 Rough Carpentry

3. The Contractor shall recognize that excessive shrinkage of lumber results from excess moisture content at the time of installation. The Contractor will compensate for use of such lumber by waiting for acceptable moisture content before close in and/or by replacing/repairing lumber that has sagged, twisted, or warped prior to close in.

4. Deviation from this specification would require structural redesign of connections and fasteners.

C. Sills/ledgers on concrete or masonry: No. 2 pressure treated Douglas Fir and as called for on the drawings.

D. Interior structural framing shall be Douglas Fir (D.F.) with grades as noted below, unless otherwise specified on the drawings. All grades are per WCLIB standard grading rules.

1. All permanently exposed (interior or protected from weather) framing shall be select structural grade with no box heart.

2. Except per 1 above, unless noted otherwise, minimum grades are:
a. Roof joists/rafters (2x): D.F. No. 2
b. 2x4 and 2x6 studs and plates: D.F. No. 2
c. 4x and larger: D.F. No. 1
d. Blocking: D.F. No. 2
e. 6x8 and larger beams may be SGL/CGL per below unless noted otherwise on the drawings.

E. Exterior structural framing (exposed to weather) shall be redwood select structural grade or pressure treated D.F. No. 1, unless noted otherwise.

F. Structural decking shall be D.F. select decking or White Pine select where not exposed to moisture. Where directly exposed to moisture or high humidity for prolonged periods of time, decking shall be Alaskan Yellow Cedar or Port Orford Cedar. Moisture content at time of installation to be less than 12%.

G. Framing not otherwise shown or specified: Douglas Fir construction grade per WCLIB paragraphs applicable to uses and sizes required.

2.2 MANUFACTURED LUMBER
A. Structural (Certified) Glued Lumber (SGL): SGL shall be manufactured following the American Lumber Standards Committee (ALSC) "Glued Lumber Policy" and meet the requirements of Voluntary Product Standard PS 20 "American Softwood Lumber Standard". Grading shall be per the West Coast Lumber Inspection Bureau (WCLIB) or Western Wood Products Association (WWPA). SGL shall be manufactured with waterproof adhesive. "Stud use only" SGL is not permitted.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 888

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 6 Rough Carpentry

1. Acceptable products:
a. “RMT” by Rosboro.
b. Approved equal.

2. Where specified for use on plan, SGL shall be entirely Douglas Fir lumber. SGL shall be grademarked to match the grade as would be specified for solid sawn lumber in the same location/use.

3. At the contractor's option, SGL may be substituted for solid sawn lumber. SGL species and grade shall match that for the solid sawn member. SGL shall not be substituted for glued-laminated (glulam) members.

B. Laminated Veneer Lumber (LVL): for use as joists, beams, blocking, or studs when so noted on the drawings. Conform to ICC AC 47. Minimum Fb = 2,600 PSI.

Minimum E=2,000,000 PSI. Acceptable products:

1. “Microllam LVL” by Trus Joist, ICC ESR-1387

2. “Redlam LVL” by RedBuilt, ICC ESR-2993

3. Approved equal
C. Laminated Strand Lumber (LSL): for use as blocking (flat or vertical) or rim joist when used with I-joist or LVL, when so noted on the drawings. Conform to ICC AC 124.

Minimum Fb = 1,700 PSI. Minimum E=1,300,000 PSI. Acceptable products:

1. “Timberstrand LSL” by Trus Joist, ICC ESR-1387

2. “Redlam LSL” by Redbuilt, ICC ESR-1387

3. Approved equal
D. Parallel Strand Lumber (PSL): for use as beams and posts when so noted on the drawings. Conform to ICC AC 47. Minimum material properties for beams: E = 2,200,000 psi; Fb = 2,900 psi; Fc = 2,900 psi (parallel); Fv = 290 psi. Minimum material properties for posts: E = 1,800,000 psi; Fb = 2,400 psi; Fc = 2,500 psi (parallel); Fv = 190 psi. Acceptable products:

1. “Parallam PSL” by Trus Joist, ICC ESR-1387

2. Approved equal

2.3 STRUCTURAL SHEATHING PANELS
A. Plywood: Structural sheathing shall conform to product standard PS-1 or PS-2. All panels shall have a minimum bond classification of “Exposure 1” and bear the trademark of the Engineered Wood Association (APA) or other qualified agency.

Grades shall be “Rated Sheathing” or “Structural 1” as required on the drawings.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 889

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Restroom Building Reconstruction Project

06 10 00 - 7 Rough Carpentry
B. Oriented Strand Board (OSB): All structural OSB shall be grade marked by a qualified agency for conformance with Product Standard PS-2 and shall be fabricated with exterior glue. Grades shall be as required on the drawings.

2.4 TREATED WOOD:

A. Treated Lumber and Plywood: Comply with requirements of AWPA Standard U1.

See Standard U1 for “Use Category” designations. Do not provide higher Use Category lumber than that specified. Maximum moisture content shall be the same as required for “dimensioned lumber” as specified above.

B. Preservative Treated Lumber

1. General
a. Preservatives shall be waterborne. Preservative retention rate shall be as required per AWPA Standards U1 & T1. Lumber shall be Douglas Fir No. 2 (or better). Cut faces of treated wood shall be brush treated (two complete applications) prior to installation.
b. Lumber less than 8 inches above grade and lumber less than 6 inches above exterior hard-surface flatwork shall be treated.
c. Each piece of wood shall be stamped by the wood preservative applicator to identify its treatment and preservative retention.

2. Lumber at interior, non-weather exposed locations installed adjacent to concrete or masonry shall be Use Category UC2. Examples include sill plates & ledgers and lumber in contact with roofing, flashing, or water proofing. Borate treated lumber meeting AWPA UC2 is acceptable in this application.

3. Lumber at exterior locations, not in contact with soil/ground, shall be Use Category UC3B. Examples include Douglas Fir decking and deck framing.

4. Lumber in contact with soil/ground shall be Use Category UC4A. Examples include timber retaining walls.

5. Maximum Volatile Organic Compound (VOC) content of field-applied preservative shall meet local air quality standards and the California Green Building Code. Provide either of the following:
a. Copper Azole (CA-B) per ICC-ES AC326.
b. Alkaline/Copper/Quaternary (ACQ).

C. Fire Retardant Treatment: Product and application process must be recommended by manufacturer of treatment as being suitable for painting. Application shall be by a California State Fire Marshal approved licensed contractor.

1. Exterior Type: Use Category UCFB, chemically treated, and pressure impregnated; capable of providing a maximum flame spread rating of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 890

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 8 Rough Carpentry
when test is extended for an additional 20 minutes both before and after accelerated weathering test performed in accordance with ASTM D2898. a. Treat exposed exterior rough carpentry items, including stairways, balconies, and covered walkways.
b. Do not use treated wood in direct contact with the ground

2. Interior Type: Use Category UCFA, low temperature (low hygroscopic) type, chemically treated, and pressure impregnated; capable of providing a maximum flame spread rating of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion when test is extended for an additional 20 minutes.
a. Treat rough carpentry items as indicated.
b. Do not use treated wood in applications exposed to weather or where the wood may become wet.

2.5 FASTENERS AND ACCESSORIES
A. General requirements for fasteners:

1. Fasteners shall be of adequate size, spacing, and number to resist design loads under intended use, and types shall be appropriate for the materials or conditions for which used.

2. Provide washers, pre-drilling, etc. as required for proper installation and to prevent damage to framing.

3. Fasteners shall be stainless steel (type 303, 304, 305, or 316) for the following applications:
a. Exterior, exposed use.
b. In contact with preservative or fire-retardant treated wood. c. Nails in contact with preservative treated wood containing ammonia shall be stainless steel.

4. Fasteners in moist corrosive atmosphere to be of stainless steel (type 303, 304, 305, or 316).

5. Where the retention level of ACQ or MCQ preservative is greater than 0.40 pcf, CBA-A preservative is greater than 0.41 pcf, or CA-B preservative is greater than

0.21 pcf, provide stainless steel fasteners (type 303, 304, 305, or 316).

6. All fasteners specified by manufacturer shall be installed in framing hardware, unless noted otherwise.

7. At borate treated lumber a clear zinc coating per ASTM F1941 is acceptable.

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ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
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06 10 00 - 9 Rough Carpentry
B. Nails and nailing not otherwise shown or specified:

1. Comply with requirements of governing building code.

2. For securing materials to hardened concrete or masonry provide hardened steel masonry nails or Simpson Strong-Tie “Titen” screws.

3. For framing and general woodwork: Common bright wire nails (not box nails) with centered full-round heads per ASTM F1667 including Supplement S1. 16d cement coated sinker nails may be used in lieu of common nails for framing, where noted on the drawings. Unless otherwise noted on drawings, nail sizes shall be as follows
a. 8d Common: 0.131”ø x 2-1/2” long with 0.281”ø head.
b. 10d Common: 0.148”ø x 3” long with 0.312”ø head.
c. 16d Common: 0.162”ø x 3-1/2” long with 0.344”ø head.

4. Nails for sheathing panels shall be of common wire with full round heads and shall be of sufficient length to fully develop the nails.

5. Machine-driven nails of all types must comply with the requirements of this section. All proposed nails shall match diameter and penetration of specified nails.

6. Staples shall conform to length and gauges specified and shall be installed to match specified patterns and spacing.

7. Power Actuated Fasteners (PAF): Use only as approved by the Architect/Engineer; operators shall be qualified.

C. Bolts: Malleable iron washers or steel plate washers, unless otherwise shown, shall be provided under all bolt heads and nuts.

1. Machine Bolts: ASTM A307 and ANSI/ASME B18.2.1, standard semi-finished machine bolts as shown or required. Nuts shall be standard size unless noted otherwise and shall be per ASTM A563.

2. Anchor bolts or threaded rod anchors shall conform to ASTM F1554, ASTM A307, or ASTM A36. Anchor bolts shall be headed or end in two nuts tightened against one another, unless noted otherwise. Provide embedded plate washer as indicated on drawings. No upset threads allowed. No L or J bolts allowed.

D. Lag screws: Standard hex lag screws per ANSI/ASME B18.2.1.

E. Wood screws: Standard wood screws per ANSI/ASME B18.6.1.

F. Power Actuated Fasteners (PAF): Hilti X-CP72, ICC ESR-2379; Simpson PDPAWL- 300 MG, ICC ESR-2138.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 892

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G. Framing hardware: Fabricated sheet metal timber framing connectors shall be manufactured from stainless steel by Simpson Strong-Tie (connectors specified on drawings are per Simpson Strong Tie, USP Lumber Connectors, or approved equivalent. Connectors shall be at least 16 gauge material, (1/8 inch plate materials where welded), unless otherwise noted, punched for nailing. All heavy hardware to be fabricated from A36 steel per Division 05, Metals. All hardware intended for exterior exposed use shall be stainless steel.

1. For contact with preservative or fire-retardant treated wood, provide minimum G185 galvanizing per ASTM A653 if stainless steel is not available.

2. Nails and nailing shall conform to the manufacturer’s instructions with a nail provided for each punched hole. Nails to be used with framing accessories are subject to the requirements specified in this Section for fasteners and anchors.

2.6 SOURCE QUALITY CONTROL
A. The Testing Agency, as specified in the Article QUALITY ASSURANCE, will perform testing for moisture content of all lumber at time of fastener installation.

B. The Testing Agency will submit reports as specified in Division 01.

PART 3 - EXECUTION

3.1 REQUIREMENTS FOR STRUCTURAL FRAMING
A. General

1. Refer to drawings for layouts, notes and details, provide framing as required; comply with governing building code requirements.

2. Provide framing to achieve true alignments as surfaces receiving finish materials.

3. It shall be the responsibility of the Contractor to provide and install all wood blocking, furring strips, or grounds detailed or required to provide anchorage for all finishes, accessories, fixtures, etc. as required to complete all work. All blocking and/or backing shall be securely bolted or otherwise anchored in place.

4. Contractor shall be responsible for layout of anchor bolts, and other hardware embedded in concrete when placed by other trades.

5. Provide and install all structural framing, blocking, fasteners, brackets, clips, etc. as required to complete work specified in the Construction Documents.

B. Framing

1. Sill Plates and Ledgers:
a. Sill plates and ledgers on concrete shall be anchored with bolts, unless noted otherwise, shall have full bearing on concrete, and shall be placed for DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 893

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

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sheathing panel nailing as indicated. All bolt nuts shall be provided with a cut plate steel washer for bearing on wood.
b. Provide a minimum of two sill anchor bolts per sill piece with a bolt no less than 4 ½” and no more than 12” from the end of the sill. Bolts to be 5/8" diameter x 12" (18” at curb) long at 48” on centers, unless otherwise shown or noted. Provide additional anchor bolts each side of a notch or hole, as per a typical plate splice, where notch or hole is in excess of 1/3 the plate width. At shear walls, provide a plate washer 3” x 3” x 0.229” minimum between the sill and nut at anchor bolts. Plate washer to extend within ½ inch of the structural wall sheathing. Offset and/or stagger anchor bolts, or provide larger plate washer as required.
c. Anchor bolt holes in sill plates or ledgers shall be 1/16" maximum larger than anchor bolt.

2. Stud Walls and Framing:
a. Cut studs and posts with square ends, unless otherwise shown or noted. All beams shall be "cut to bear" unless otherwise detailed. b. Stud partitions containing plumbing, heating or other pipes shall be so framed as to give proper clearance for piping. Plumbing, heating and vent pipes exceeding 1-1/2" in inside diameter shall not be placed in partitions used as bearing or shear walls unless completely furred clear of the wall. No notching shall be allowed. Pipes shall be placed in the center of the plate using a neat, bored hole and the plates shall be strapped on each side with 3" x 36" x 14 gauge steel punched for 10d nails 3" on center, staggered, or as shown on the drawings.

3. Roof and Ceiling Framing
a. Joists and beams shall be accurately aligned and the position and spacing of all joists and beams shall be as shown and be coordinated with other framing and to other trades prior to actual construction. b. Place all joists and beams with crown up. Cantilevered joists and beams shall be placed with the crown down.
c. Cutting of wood girders, beams or joists for electrical and mechanical lines shall be limited to cuts and bored holes not deeper than 1/5 of the beam depth from the top and located not farther from the support than three times the beam depth and not less than the beam depth. Cuts in excess of this, or single bored holes with a diameter of more than 1" are not permitted without special provisions for framing the beams. Location of all cuts in framing shall receive the prior review of the Architect/Engineer.
d. Provide vent holes in rafters and/or blocking as shown and/or directed by the Architect.

3.2 ROUGH HARDWARE
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 894

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Restroom Building Reconstruction Project

06 10 00 - 12 Rough Carpentry
A. General: Nails, spikes, screws, fabricated sheet metal anchors, ties, hangers and any other materials shown or required for the attachment of wood to concrete and wood to steel and wood to wood shall be furnished and installed as part of this work.

B. Framing Nailing: All framing nailing shall conform to minimum requirements of the Building Code, and with details shown on the drawing.

C. Bolts, Lag Screws and Washers:

1. Bolts in wood shall be machine bolts unless otherwise noted and shall be of such length that the bearing length of the threads does not exceed ¼ of the full bearing length in the member holding the threads. Bolt holes in wood shall be 1/32" oversized. Bolt holes for sill plates may be 1/16" maximum oversize. Holes in steel shall be 1/16" oversize. See Section 3.1 for anchor bolts at sill plates and ledgers.

2. Provide square plate or malleable iron washer and nut at head where bearing is against wood; cut washer under nut where it is against steel. Washer will not be required under head of carriage bolts. Provide malleable iron washers where exposed.

3. All nuts shall be tightened when placed and retightened at completion of the job or immediately before closing with final construction.

4. Lag screws shall be screwed (not driven) into place. Drill pilot hole to 70% of shank diameter. Drill clearance hole to full shank diameter and depth of unthreaded screw length.

D. Wood Screws: Minimum penetration is 10 diameters unless noted otherwise. Where fastening hardwood timber species or where wood tends to split, provide pilot hole 70% of screw shank diameter.

E. Proprietary Fasteners and Hardware: Install per manufacturer’s published installation instructions (MPII) and code approval report (e.g. ICC ESR, IAPMO ER, etc). Provide MAX quantity, size, and length of fastener at hardware (i.e. joist hangers, framing, clips, etc) unless otherwise noted per plan.

3.3 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD
A. Coordinate installation of wood decking and glued-laminated wood construction.

B. Curb roof openings except where prefabricated curbs are provided. Form corners by alternating lapping side members. Fasten curbs corner-to-corner and to rafters with framing connectors configured for this application.

C. Blocking:

1. Provide fire blocking at locations and spacing’s as required by CBC Chapter 7.

Locate other blocking, supplementary framing, backing plates and bracing to facilitate installation of finish materials, fixtures, equipment, services, accessories, and trim requiring attachment and support.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 895

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

06 10 00 - 13 Rough Carpentry

2. Solid block joists and rafters over all supports with blocking of the same size and material as the joist or rafter.

D. Furring:

1. Nominal 1 inch x 3 inch minimum, continuous and spaced at 16 inches on center, maximum.

2. Install plumb, rigid, and level. Shim where necessary to provide a true, even plane suitable to receive the finish required.

3. Attach to concrete and masonry as shown in the contract drawings.

E. Bridging: Use 2 inch solid cross bridging. Nail bottom ends of bridging only after sheathing has been nailed.

F. Install miscellaneous metal angles, bolts, and other items; secure into formwork where embedded in concrete.

G. Install accessory items not otherwise set under other sections; after completion of painting and other finishing work; in locations shown or directed by the Architect. Set items plumb, level, and secure using appropriate fastening as applicable.

3.4 FIELD APPLIED WOOD TREATMENT
A. Field treat all end cuts and holes in preservative treated materials per PART 2.

B. Apply two brush coats; or full-immersion dip not less than 15 minutes; or as required to thoroughly saturate all surfaces after cutting
C. Air dry 2-hours minimum before installation.

3.5 TOLERANCES
A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane (Other than Floors): 1/8 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum. Provide framed substrates meeting requirements for application of finishes specified in other sections.

C. Exposed surfaces shall be free from dents and tool marks, unsanded rough or torn faces and corners, and other defects.

3.6 FIELD QUALITY CONTROL
A. The Testing Agency, as specified in the Article QUALITY ASSURANCE, will perform the following tests and submit reports as specified in Division 01:

1. Moisture content of all lumber at time of close-in.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 896

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

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2. Periodic special inspection of nailing, bolting, and other fastening within the seismic-force-resisting system including shear walls, wood diaphragms, etc. per CBC Section 1705.12.2, excluding systems with sheathing nailing spacing greater than 4” on center.

3. Special inspection of high load diaphragms per CBC Section 1705.5.1 where designated on documents.

3.7 ADJUSTING
A. Replace all defective work at Contractor's expense.

B. Replace defective or damaged work with conforming work.

C. Correct defects using means that will not injure the materials.

D. Replace defective or damaged work which cannot be corrected in the field with new work, or return defective items to the shop for repair.

E. Repair or replace framing lumber sagged, twisted or warped due to shrinkage from excessive moisture content at time of installation, or from other causes.

F. Adjust to meet specified tolerances.

G. Architect/Engineer shall review all proposals for the repair or replacement of damaged, defective, or missing work.

H. Pay expenses incurred by Owner for Architect/Engineer's costs for (re-)design and obtaining approvals of Authorities Having Jurisdiction (AHJ) necessitated by incomplete, inefficiently scheduled, improperly performed, defective or nonconforming work.

I. Pay expenses due to re-testing and re-inspection necessitated by incomplete, inefficiently scheduled, improperly performed, defective or nonconforming work.

3.8 CLEANING AND PROTECTION
A. Clean all surfaces upon completion of erection, leave free of grime and dirt. Remove unused materials, tools, equipment, and debris from the premises and leave surfaces broomed clean.

B. Waste Disposal: Comply with the requirements of pertinent sections of Division 01 specifying cleaning and disposal.

1. Comply with applicable regulations.

2. Do not burn scrap on project site.

3. Do not burn scraps that have been pressure treated.

4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co- generation facilities or “waste-to-energy” facilities.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 897

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project

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C. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

D. Prevent sawdust and wood shavings from entering the storm drainage system.

E. Protect work from damage by subsequent operations.

END OF SECTION

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 898

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 13 00 - 1 Building Envelope Underlayment
SECTION 07 13 00

BUILDING ENVELOPE UNDERLAYMENT
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Metal Roofing Underlayment over roof deck protection board: Provide self- adhering sheet membrane underlayment with rosin building paper slip sheet over protection board at sloped roofs, with accessories as required for complete watertight installation.

2. Flashings, Sheet Metal, and Penetrations Flashing or Underlayment: Provide self-adhering sheet membrane underlayment with rosin building paper slip sheet at flashings and sheet metal, with accessories as required for complete watertight installation.

B. Related Sections:

1. Section 07 41 20: Manufactured Standing Seam Roofing

2. Section 07 60 00: Flashing and Sheet Metal

1.2 SUBMITTALS
A. Product Data: Furnish manufacturer’s literature for each type of underlayment.

B. Samples: Furnish samples of each material.

1.3 QUALITY ASSURANCE
A. Pre-Installation Meeting: Convene one week prior to commencing work; require attendance of parties directly affecting underlayment.

1. Review procedures and coordination required with related work.

1.4 WARRANTY
A. Special Warranty: Provide for correcting failure of underlayment to resist penetration of water. Repair underlayment and pay for or replace damaged materials or surfaces.

1. Special Warranty Period: Two years.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 899

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 13 00 - 2 Building Envelope Underlayment
PART 2 - PRODUCTS

2.1 MATERIALS
A. Metal Roofing Underlayment at decking protection board: Provide self-adhering, cold- applied, sheet underlayment, a minimum of 40 mils thick, consisting of slip-resistant, polyethylene-film top surface laminated to a layer of butyl or SBS-modified asphalt adhesive, with release-paper backing. Provide primer when recommended by underlayment manufacturer.

1. Thermal Stability: Stable after testing at 240 deg F; ASTM D 1970.

2. Low-Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970.

3. Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:
a. Carlisle Products - WIP 300HT.
b. Grace - Ice and Water Shield HT.
c. Henry Company - Blueskin PE200 HT.
d. Kirsch Building Products, LLC - Sharkskin Ultra SA.

B. Sheet Metal, Flashing, and Penetrations Underlayment: Provide self-adhering, cold- applied, sheet underlayment, a minimum of 40 mils thick, consisting of slip-resistant, polyethylene-film top surface laminated to a layer of butyl or SBS-modified asphalt adhesive, with release-paper backing. Provide primer when recommended by underlayment manufacturer.

1. Thermal Stability: Stable after testing at 240 deg F; ASTM D 1970.

2. Low-Temperature Flexibility: Passes after testing at minus 20 deg F; ASTM D 1970.

3. Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:
a. Carlisle Products - WIP 300HT.
b. Grace - Ice and Water Shield HT.
c. Henry Company - Blueskin PE200 HT.
d. Kirsch Building Products, LLC - Sharkskin Ultra SA.

C. Asphalt Saturated Felt: Provide 30lb. glass fiber reinforced organic felt

1. Meet or exceed ASTM D 6757 for reinforced underlayments.

2. Meets performance criteria of ASTM D 4869 Type I and Type III (#15 & #30 Standard), ASTM D 226 Type I (#15)

3. Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:
a. Atlas Products – Gorilla Guard EVERFELT.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 900

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 13 00 - 3 Building Envelope Underlayment
b. Owens Corning – Fiberglas Felt
c. Certainteed – Roofer’s Select.

D. Building Paper: Rosin sized, unsaturated paper, 6-lb.per 100-sq. ft.

E. Bituminous Paint: Acid and alkali resistant type; black color.

F. Accessories: Provide as recommended by underlayment manufacturers for specific applications.

1. Primer: Liquid waterborne primer recommended for substrate by air-barrier material manufacturer.

G. Volatile Organic Compound (VOC) Emissions: Provide materials conforming to applicable air quality management district limitations on volatile organic compound (VOC) emissions.

PART 3 - EXECUTION

3.1 PREPARATION
A. Install underlayment over surfaces that are dry, free of ridges, warps and voids that could damage paper.

B. Coordinate installation with installation of components and items projecting through underlayment.

3.2 UNDERLAYMENT INSTALLATION
A. General: Install sheets and accessory materials according to underlayment manufacturer's written instructions and according to recommendations in ASTM D 6135.

1. When ambient and substrate temperatures range between 25 and 40 deg F, install self-adhering, modified bituminous underlayment sheet produced for low- temperature application. Do not install low-temperature sheet if ambient or substrate temperature is higher than 60 deg F.

B. Install underlayment in accordance with recommendations of underlayment manufacturer and of manufacturer’s products covering underlayment; comply with applicable code requirements.

1. Weatherlap joints as recommended by system manufacturer.

2. Secure underlayment in place, stagger joints between layers; lap ends minimum 6"; stagger end joints.

3. Apply layer of self-adhering sheet membrane extending minimum 18" from penetrations, including windows and doors; start at bottom of penetration and weatherlap joints; apply top layer over metal flashing to direct water to exterior.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 901

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 13 00 - 4 Building Envelope Underlayment
C. Weatherlap items projecting through underlayment and seal with sealer recommended by sheet membrane underlayment manufacturer at sheet membrane underlayment.

D. Prepare, treat, and seal vertical and horizontal surfaces at terminations and penetrations with termination mastic and according to ASTM D 6135.

E. Apply primer to substrates at required rate and allow it to dry. Limit priming to areas that will be covered by underlayment sheet on same day. Reprime areas exposed for more than 24 hours.

1. Prime glass-fiber-surfaced gypsum substrate board with number of prime coats needed to achieve required bond, with adequate drying time between coats.

F. Apply and firmly adhere modified bituminous sheets horizontally over area to receive air barrier. Accurately align sheets and maintain uniform 6”-inch- minimum lap widths and end laps. Overlap and seal seams, and stagger end laps to ensure airtight installation.

1. Apply sheets in a shingled manner to shed water without interception by any exposed sheet edges.

2. Roll sheets firmly to enhance adhesion to substrate.

G. Install underlayment sheet and accessory materials to form a seal with adjacent construction and to maintain a continuous air barrier. Connect and seal roof underlayment membrane continuously to exterior wall membrane air barrier.

I. Install a slip sheet between all underlayment and metal roofing or metal flashing.

J. At end of each working day, seal top edge of underlayment material to substrate with termination mastic.

K. Apply joint sealants forming part of underlayment assembly within manufacturer's recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

L. Repair punctures, voids, and deficient lapped seams in air barrier. Slit and flatten fishmouths and blisters. Patch with underlayment sheet extending 6 inches beyond repaired areas in all directions.

M. Correct deficiencies in or remove air barrier that does not comply with requirements; repair substrates and reapply underlayment components.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 902

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 19 00 - 1 Water Repellents
SECTION 07 19 00

WATER REPELLENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide clear liquid water repellent coating which does not affect appearance of split face concrete masonry.

B. Related Sections:

1. Section 02 50 00: Pressure Washing.

1.1 SYSTEM DESCRIPTION
A. Performance Requirements: Provide products which are recommended by manufacturer to be fully compatible with indicated substrates and joint sealers which are in contact with water repellent coating.

1.2 SUBMITTALS
A. Product Data: Submit manufacturer's literature.

B. Samples: Submit sample units with water repellent coating applied to half of each sample face; indicate which half has coating.

1.3 QUALITY ASSURANCE
A. Qualification of Installer: Installer to have completed not less than five similar successful installations which have been in service for at least 5 years.

1. Provide a list of such installations including owner, address of installation, size or scope of project, date of installation, architect of record, project contact person and phone number of contact person.

B. Mock-Up: Prior to commencing work, including bulk purchase and delivery of material, prepare small application in unobtrusive location of typical substrate in manner acceptable to Architect.

1. Proceed only after Architect's acceptance of test application or as otherwise directed.

1.4 PROJECT CONDITIONS
A. Do not apply coating during inclement weather, when air temperature is below 50 degrees F, or when rain or temperatures below 40 degrees F are predicted for a period of 24 hours.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 903

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 19 00 - 2 Water Repellents
B. Do not apply coating earlier than 3 days after surfaces became wet.

C. Do not apply coating to damp, dirty, dusty, or otherwise unsuitable surfaces.

1. Allow concrete surfaces to cure minimum 28 days unless otherwise approved in writing by coating manufacturer.

D. Protect glass, glazed products, and landscaping from contact with water repellent coating; replace materials damaged by water repellent coating.

1.5 WARRANTY
A. Special Warranty: Provide for correcting failure of water repellent coating to resist penetration of water.

1. Special Warranty Period: Two years.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. PROSOCO/Sure Klean SL 100.

2.2 MATERIALS
A. Water Repellent Coating: Manufacturer's standard penetrating type sealers specified conforming to applicable limitations on volatile organic compounds.

1. Provide specific systems as recommended by manufacturer for substrates involved.

2. Finish: Water repellent coating shall not alter appearance, color, or texture of substrate under any lighting conditions.

3. Volatile Organic Compounds: Provide materials with maximum volatile organic compounds (VOC) as required by applicable air quality management authority.

PART 3 - EXECUTION

3.1 PREPARATION
A. Prepare substrates and apply coating in strict accordance with manufacturer's recommendations.

B. Pressure wash all exterior wall surfaces per manufacturer’s recommendations and Specification Section 02 50 00.

C. Where existing vines, vegetation, or surface mildew stains remain after moderate pressure washing, remove all remaining foreign material and surface contamination by abrasive blasting of CMU surface areas as follows:

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 904

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 19 00 - 3 Water Repellents

1. Dry, vacuum-assisted, abrasive surface blasting utilizing non-silica based abrasive materials.

2. Comply with all provisions of SSPC-SP13 and NACE-6 guidelines and specifications.

3. Avoid excess surface blasting that causes any texture or surface color change in the exterior slit-face block appearance.

4. Finished CMU surfaces shall meet or exceed the surface performance requirements of fluid applied waterproofing manufacturer.

D. Clean surfaces of dust, dirt and foreign matter detrimental to proper installation of water repellent coating.

E. Assure coating compatibility with each type of joint sealer within or adjacent to surfaces receiving waterproof coating.

1. Mask surfaces indicated to receive joint sealers which would be adversely affected by coating.

3.2 APPLICATION
A. Apply coating in accordance with manufacturer's instructions including maximum allowable coverage.

B. Take special care to prevent damage to adjacent materials from application of coating; repair or replace materials damaged due to application of coating.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 905

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 41 20 - 1 Manufactured Standing Seam Roofing
SECTION 07 41 20

MANUFACTURED STANDING SEAM ROOFING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide factory finished manufactured snap-seam aluminum standing seam type roofing including metal flashings, integral sealants, and accessories as required for complete weather-tight installation.

1. Metal panel roofing system shall be rated for a coastal climate location.

2. Provide stainless steel gutters with welded joints and connections per Specification Section 07 60 00.

B. Related Work:

1. Section 07 13 00: Building Envelope Underlayment

2. Section 07 60 00: Flashing and Sheet Metal

1.2 REFERENCES
A. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):

Architectural Sheet Metal Manual, Seventh Edition.

B. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual, Latest Edition.

C. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

D. ASTM E 1646 - Standard Test Method for Water Penetration of Exterior Metal Roof Panel Systems by Uniform Static Air Pressure Difference.

E. ASTM E 1680 - Standard Test Method for Rate of Air Leakage Through Exterior Metal Roof Panel Systems.

F. UL 580 - Standard for Tests for Uplift Resistance of Roof Assemblies.

1.3 SYSTEM DESCRIPTION
A. System Criteria: Provide metal roofing system to withstand loads as required by California Building Code. Provide sheet metal roofing that has been manufactured, fabricated and installed to achieve the following performance without defects, damage, failure or infiltration of water.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 906

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 41 20 - 2 Manufactured Standing Seam Roofing

1. System to provide movement of components without buckling, failure of joint seals, undue stress on fasteners or other detrimental effects, when subject to 100 year seasonal temperature ranges.

2. System shall accommodate tolerances of structure, provided irregularities do not exceed industry recognized standards and clearances are maintained.

3. System and system components shall be suitable for Coastal Climate conditions.

4. Provide for positive drainage of water entering or occurring within preformed metal roofing system.

5. Wind Uplift: Provide UL 580 Class 90 rated assembly.

6. Static Air Infiltration: 0.06 cu ft/min/sq ft (1.1 cu m/h/sq m) at 6.24 lb/sq ft (300 Pa) air pressure differential, maximum, when tested in accordance with ASTM E 283 or ASTM E 1680.

7. Water Infiltration: No evidence of water penetration at inward static air pressure differential of 12.0 lb/sq ft (575 kPa), when tested in accordance with ASTM E 331 or ASTM E 1646.

1.4 SUBMITTALS
A. Product Data: Furnish manufacturer's literature for prefabricated components, and recommendations for cleaning and protection.

B. Shop Drawings: Indicate dimensioning, panel layout, general construction details including closures, flashings, locations of and types of sealants, and anchorage.

C. Samples: Furnish finished preformed metal roofing and each type of exposed metal flashing.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Provide protective covering on finished flashing materials to protect them through installation.

1.6 WARRANTY
A. Special Warranty: Provide for correcting failure of metal roofing system to resist penetration of water and damage from wind.

1. Special Warranty Period: Two years.

B. Manufacturer Finish Warranty: 30 years Non-prorated.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 907

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 41 20 - 3 Manufactured Standing Seam Roofing
PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Petersen Aluminum Corp., PAC-CLAD Snap-Clad (Basis of Design).

B. MBCI Metal Roof and Wall Systems.

C. AEP Span.

D. Englert Inc.

2.2 MATERIALS
A. Metal Roofing System: Preformed metal roofing system with anchoring assembly and accessory components.

1. Type: Manufacturer's snap together standing seam system with approximately 1-3/4" high seams approximately 16" on center, smooth panels with striations.

2. Sheet Metal: .040 Aluminum

3. Seam Height: 1-3/4”

4. Seam Spacing: 16”o.c.

5. Concealed Clips and Fasteners: Stainless Steel Only (no exceptions).

6. Factory Eave Notched.

7. Finish: Fluoropolymer coating based on Kynar 500 or Hylar 5000. a. Color: From manufacturer’s standard color range as selected by Architect.

B. Gutters, Downspouts, Fascia, Flashing and Sheet Metal: Provide gutters, downspouts, rainwater leaders, reglets, and similar fabricated components as indicated and as required for complete installation; match metal roofing.

1. Sheet Metal: .040 Aluminum

2. Accessories: Provide strainers, outlet tubes, screens, baffles, hangers and gutter ends as required for a complete system and complying with SMACNA and/or NRCA Manual.

3. Provide heavier gage metal where recommended by SMACNA and/or NRCA Manual for size of component.

4. Fasteners: Stainless Steel Only (no exceptions).

5. Finish: Fluoropolymer coating based on Kynar 500 or Hylar 5000.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 908

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 41 20 - 4 Manufactured Standing Seam Roofing
a. Color: To match standing seam roof panel color.

C. Sealants and Gaskets: Provide factory-applied concealed sealants used in conjunction with installation of metal flashing and sheet metal.

1. Sealants and Gaskets: Manufacturer's standard type suitable for use in conjunction with installation of metal roofing.

2. Non-staining; non-corrosive; non-shrinking and non-sagging; ultra-violet and ozone resistant for exterior applications.

3. Color of exposed sealants and gaskets to match roofing.

D. Fasteners: Stainless steel fasteners of type, size, and length for proper installation.

1. Clip fastener screws shall maintain a minimum of 1” embedment into existing tongue and groove wood decking.
a. Adjust screw fastener length as necessary to facilitate roof assembly. b. Screw fasteners shall not extend thru the interior finish side of the tongue and groove wood decking.

2. Exposed fasteners to match roof or flashing finish.

3. Provide neoprene washers at all exposed fasteners.

2.3 FABRICATION
A. Internal and External Corners: Same materials, material thickness and finish as roofing, profile to suit system, brake formed, shop cut and factory mitered to required angles.

B. Mitered internal corners shall be backed with sheet stock to maintain continuity of profile.

C. Expansion Joints: Provide concealed metal expansion control throughout roofing system.

D. Sheet Metal Gutters, Flashings, Closures and Other Components: Brake formed to required profiles; conform to SMACNA and/or NRCA Manual. .

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install preformed metal standing seam roofing in accordance with manufacturer's recommendations, installation instructions, and approved shop drawings.

1. Underlayment: Take special care not to damage underlayment beyond that required to secure roofing to structure.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 909

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 41 20 - 5 Manufactured Standing Seam Roofing
B. Install metal flashing and sheet metal in accordance with SMACNA and/or NRCA Manual.

1. Conform to installation requirements specified in Section 07 60 00 - Flashing and Sheet Metal.

C. Install tight in place, with corners square, surfaces true and straight in planes, and lines accurate to profiles as indicated on Drawings.

D. Lap joints in direction of water flow.

E. Exercise care when cutting materials on site, to ensure cuttings do not remain on finished surfaces.

F. Protect metal surfaces in contact with cementitious materials and dissimilar metals with bituminous paint; allow protective coating to dry prior to installing members.

G. Permanently fasten roofing system to structural supports, properly aligned, leveled and plumb.

1. Maximum 1/16" offset from true alignment between adjacent members butting or in line.

2. Maximum 1/4" variation from plane or location indicated on Drawings.

H. Locate end laps over supports; end lap panels minimum 2"; ensure sidelaps are over firm bearing.

I. Provide expansion joints at regular basis, concealed within system.

J. Use concealed fasteners except where specifically approved by Architect.

K. Install sealants and gaskets where required to prevent direct weather penetration.

L. Completed installation shall be free of rattles, noise due to thermal and air movement, and wind whistles.

M. Remove protective coating when no longer required to protect roofing and flashing from construction.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 910

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 1 Flashing and Sheet Metal
SECTION 07 60 00

FLASHING AND SHEET METAL
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide metal flashings including accessories as required for complete weathertight installation that are not supplied as a system component of the Standing Seam Roof as specified in Section 07 41 13.

1. Flashing and sheet metal includes exposed flashing and concealed flashing systems, reglets, and similar fabricated components.

2. Provide concealed sealants used in conjunction with installation of metal flashing and sheet metal.

3. Provide miscellaneous sheet metal flashing and reglets not provided by other trades or suppliers.
a. Where reglets are to be installed in conjunction with other work, provide in adequate time for installation.
b. Where reglets are to be surface applied, provide continuous gasket between reglet and surface.

4. Provide stainless steel gutter assemblies with welded joints and connections.

B. Related Sections:

1. Section 07 13 00: Building Underlayment.

2. Section 07 41 13: Manufactured Standing Seam Roof.

3. Section 07 90 00: Joint Sealers.

1.2 SYSTEM DESCRIPTION
A. Design Requirements: Allow for movement of components without causing buckling, failure of joint seals, undue stress on fasteners or other detrimental effects, when subject to 100 year seasonal temperature ranges.

1.3 REFERENCES
A. Sheet Metal and Air Conditioning Contractors National Association (SMACNA):

Architectural Sheet Metal Manual, Seventh Edition.

B. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual, Latest Edition.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 911

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 2 Flashing and Sheet Metal

1.4 SUBMITTALS
A. Product Data: Furnish literature for manufactured products.

B. Shop Drawings: Clearly indicate dimensioning, layout, general construction details including closures, flashings, locations and types of sealants, anchorages, and method of anchorage.

C. Samples: Furnish samples of typical metal flashing fabrication indicating standard soldered joints and edge conditions.

1.5 DELIVERY, STORAGE AND HANDLING
A. Provide strippable film protective covering on aluminum flashing materials to protect materials through shipping, fabrication and installation.

1.6 WARRANTY
A. Special Warranty: Provide for correcting failure of metal flashing system to resist penetration of water and damage from wind.

1. Special Warranty Period: Two years.

B. Manufacturer Finish Warranty: 30 years Non-prorated.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Flashing and Sheet Metal:

1. Aluminum sheet, 0.40”

2. Accessories: Provide strainers, outlet tubes, screens, baffles, hangers and gutter ends as required for a complete system and complying with SMACNA and/or NRCA Manual.

3. Provide heavier gage metal where recommended by SMACNA and/or NRCA Manual for size of component.

4. Finish:
a. Exposed to view (including exposed portions of clips):
1) Fluoropolymer coating based on Kynar 500 or Hylar 5000. a. Color as selected by Architect from full range of standard and premium color options.
b. Concealed from view:

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 912

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 3 Flashing and Sheet Metal
1) Exposed galvanized finish with optional field paint (as selected or chosen by Architect).
a) Color: As selected by Architect.

B. Gutters: Provide stainless steel gutters and similar fabricated components as indicated and as required for complete installation.

1. Stainless Steel Sheet: Minimum 18 gauge, ASTM A666, commercial grade, Type 304, gages as standard.

2. Accessories: Provide strainers, outlet tubes, screens, baffles, hangers and gutter ends as required for a complete system and complying with SMACNA and/or NRCA Manual.

3. Finish: Mill
C. Manufactured Reglets: Snap-on type, for two piece flashing; metal to match flashing and sheet metal.

1. Manufacturers:
a. Fry Reglet Corp./Springlok System.
b. MM Systems Corp./Snap-Tite System.
c. W.P. Heckman Co./The Leading Edge Drive Lock System. d. Substitutions: Refer to Section 01 63 00.

E. Solder and Fasteners: As recommended by SMACNA and/or NRCA and complying with applicable codes and regulations; hot dipped galvanized minimum coating comparable to G90.

F. Fasteners: Stainless steel fasteners of type, size, and length for proper installation.

1. Exposed fasteners to match flashing finish.

2. Provide neoprene washers at all exposed fasteners.

G. Concealed Sealant: Butyl type for use in conjunction with sheet metal; non-staining; non-corrosive; non-shrinking and non-sagging; ultra-violet and ozone resistant for exterior concealed applications.

H. Bituminous Paint: Acid and alkali resistant type; black color; asbestos free.

I. Plastic Cement: Cutback asphaltic type; asbestos free.

J. Sealing Compound: Type recommended by roofing manufacturer; asbestos free.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 913

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 4 Flashing and Sheet Metal
K. Gaskets: Type suitable for use in conjunction with sheet metal; non-staining, non- corrosive, non-shrinking, non-sagging, ultra-violet resistant, and ozone resistant; for exterior concealed applications.

1. Manufacturers:
a. Sandell Manufacturing Co./Polytite Joint Sealant.
b. Emseal USA, Inc./Emseal Secondary Seal.
c. Substitutions: Refer to Section 01 63 00.

2.2 FABRICATION
A. Fabricate sheet metal in accordance with SMACNA and/or NRCA Manual.

B. Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance.

1. Fabricate corners and intersections in shop with solder joints; watertight fabrication.

C. Form sections in maximum 10'-0" lengths; make allowance for expansion at joints.

D. Hem exposed edges on underside 1/2".

E. Backpaint flashings with heavy bodied bituminous paint where in contact with cementitious materials or dissimilar metals.

F. Form pitch pans watertight, with minimum 4" upstand and 4" flanges; form pans minimum 6" wider than item passing through roof membrane.

G. Form umbrella flashings with minimum 2" overhang, to shed water away from pitch pans.

H. Gutters: Fabricate in accordance with SMACNA as follows:

1. Style I as per Figure 1-2.

2. Hanging Gutter Bracket strap support as per Figure 1-19B.

3. All gutter seams shall have a 1/4” butt joint with a 6” cover plate as per Joint Detail J4, Table 3-1. Cover plate to have shop fabricated hemmed edges on all exposed edges.
a. As an alternate, shop weld and grind smooth all gutter butt joints.

4. Weld and grind smooth all gutter end panel joints and downspout connections.

5. Form exposed surfaces from one sheet of stock, free of joints.

6. Fabricate units with tight seams and joints, exposed edges rolled; provide concealed anchorage where possible.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 914

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 5 Flashing and Sheet Metal

7. Form surfaces flat without distortion; maintain flat surfaces without scratches and without dents; finish exposed edges eased, free of sharp edges where potential exists for physical contact.

8. Back paint box gutter where contact is made with other metal building finishes to prevent electrolysis.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Install metal flashing and sheet metal in accordance with SMACNA and/or NRCA Manual.

1. Install tight in place, with corners square, surfaces true and straight in planes, and lines accurate to profiles as indicated on Drawings.

2. Lap joints in direction of water flow.

B. Exercise care when cutting materials on site, to ensure cuttings do not remain on finished surfaces.

C. Provide expansion joints concealed within system.

D. Use concealed fasteners, continuous cleat type, except where specifically approved by Architect.

1. Exposed fasteners may be used, where clearly indicated on shop drawings and approved by Architect, at areas not exposed at exterior walls nor in sight of interior spaces.

E. Apply sealing compound at junction of metal flashing and felt flashing.

F. Lock seams and end joints; fit flashing tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.

G. Counter-flash mechanical and electrical items projecting through roof membrane.

H. Install sealants where required to prevent direct weather penetration.

1. Install continuous gasket behind surface applied reglets.

I. Completed installation shall be free of rattles, noise due to thermal and air movement, and wind whistles.

J. Install pitch pans and fill with plastic cement.

K. Install umbrella flashing with draw band collars with sheet metal sealant between penetrating member and flashing; use wood blocking at angle type penetrations and cover blocking with sealant.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 915

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 60 00 - 6 Flashing and Sheet Metal

3.2 CLEANING
A. Remove protective coating from shop finished sheet metal when no longer required to protect roofing and flashing from construction.

B. Touch-up scratched and damaged finish to match new; remove and replace sheet metal units that cannot be repaired to look identical to adjacent sheet metal when viewed from 15'-0" away.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 916

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 90 00 - 1 Joint Sealers
SECTION 07 90 00

JOINT SEALERS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide joint sealers, for interior and exterior joints not specified elsewhere, with backing rods and accessories as required for complete installation.

1. Joint sealers include sealants and calking as indicated.

2. Skylight gaskets and sealants.

B. Related Sections:

1. Section 07 41 20: Manufactured Standing Seam Roof concealed sealants.

2. Section 07 60 00: Flashing and Sheet Metal concealed sealants.

1.2 SYSTEM DESCRIPTION
A. Performance Requirements:

1. Select materials for compatibility with joint surfaces and indicated exposures.

2. Where not indicated, select modulus of elasticity and hardness or grade recommended by manufacturer for each application indicated.

3. Comply with applicable limitations on volatile organic compound (VOC) emissions.

1.3 SUBMITTALS
A. Product Data: Furnish manufacturer's descriptive literature.

B. Samples: Furnish samples of each type of exposed joint sealer in required colors.

C. Certifications:

1. Furnish manufacturer's certification joint sealers comply with Contract Documents and are suitable for Project applications.

2. Furnish certification indicating installers are trained in proper use of specified products, qualified, and familiar with proper installation techniques.

1.4 QUALITY ASSURANCE
A. Installer Qualifications: Firm with minimum five years successful experience on projects of similar type and size, using specified products.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 917

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 90 00 - 2 Joint Sealers

1. Installers shall be familiar with proper application procedures to ensure maximum joint sealer expansion and contraction capabilities.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, cure time, and mixing instructions.

1.6 SITE CONDITIONS
A. Do not proceed with installation of joint sealers under unfavorable weather conditions.

B. Install elastomeric sealants when temperature is in lower third of temperature range recommended by manufacturer.

1.7 WARRANTY
A. Special Warranty: Repair or replace joint sealers which fail to perform as intended, because of leaking, crumbling, hardening, shrinkage, bleeding, sagging, staining, loss of adhesion, and loss of cohesion.

1. Special Warranty Period: Two years.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Elastomeric Sealants:

1. Single Component Low Modulus Silicone Sealant: ASTM C920 Type S, Class 25, Grade NS; minimum 50% expansion and compaction capability. a. Provide at exterior locations not exposed to traffic. b. Manufacturers:
1) General Electric Co./Silpruf, Silglaz or GESIL.
2) Dow Corning Corp./790 or 795.
3) Pecora Corp./864 Architectural Silicone.
4) Tremco/Spectrum 3.
5) Substitutions: Refer to Section 01 63 00.

2. Multi-Component Polyurethane Sealant: ASTM C920, Type M, Grade P, Class 25, self-leveling; minimum 25% expansion and compaction capability. a. Provide at traffic bearing locations.
b. Manufacturers:

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 918

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 90 00 - 3 Joint Sealers
1) Pecora Corp./NR-200 Urexpan.
2) Tremco/Vulkem 245.
3) Sonneborn Division of ChemRex /SL 2
4) Substitutions: Refer to Section 01 63 00.

3. Mildew-Resistant Silicone Rubber Sealant: ASTM C920, Type S, Grade NS, Class 25, compounded with fungicide, specifically for mildew resistance and recommended for interior joints in wet areas.
a. Provide at interior joints in wet areas.
b. Manufacturers:
1) General Electric Co./SCS 1702 Sanitary Sealant.
2) Dow Corning Corp./786 Bathtub Caulk.
3) Pecora Corp./898 Sanitary Mildew Resistant Sealant.
4) Tremco/Tremsil 200.
5) Substitutions: Refer to Section 01 63 00.

B. Non-Elastomeric Sealants:

1. Acrylic-Emulsion Sealant: ASTM C834 acrylic or latex-rubber-modified acrylic sealant, permanently flexible, non-staining and non-bleeding; recommended for general interior exposure; compatible with paints specified in Section 09 90 00. a. Provide at general interior applications.
b. Manufacturers:
1) Pecora Corp./AC-20.
2) Sonneborn Division of ChemRex/Sonolac.
3) Tremco/Ultrem 1500
4) Substitutions: Refer to Section 01 63 00.

C. Skylight Gaskets and Sealants:

1. Sealing Gasket: The existing skylight must be resealed with custom formed, Monsanto UL Listed, 25 year, Santoprene Engineered Thermoplastic or equal. a. Skylight performance shall be maintained or restored to original performance specifications.
b. Comply with original skylight manufacturer’s written instructions regarding gasket installation and/or replacement.

D. Miscellaneous Materials:

1. Primers/Sealers: Non-staining types recommended by joint sealer manufacturer for joint surfaces to be primed or sealed.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 919

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 90 00 - 4 Joint Sealers

2. Joint Cleaners: Non-corrosive types recommended by joint sealer manufacturer; compatible with joint forming materials.

3. Bond Breaker Tape: Polyethylene tape as recommended by joint sealer manufacturer where bond to substrate or joint filler must be avoided for proper performance of joint sealer.

4. Sealant Backer Rod: Compressible polyethylene foam rod or other flexible, permanent, durable non-absorptive material as recommended by joint sealer manufacturer for compatibility with joint sealer.
a. Oversize backer rod minimum 30% to 50% of joint opening.

E. Colors: Provide colors indicated or as selected by Architect from manufacturer's full range of colors.

PART 3 - EXECUTION

3.1 PREPARATION
A. Prepare joint surfaces in accordance with ASTM C1193 and as recommended by joint sealer manufacturer.

B. Clean joint surfaces immediately before installation of joint sealer; remove dirt, insecure materials, moisture and other substances which could interfere with bond of joint sealer.

C. Prime or seal joint surfaces where recommended by joint sealer manufacturer; do not allow primer/sealer to spill or migrate onto adjoining surfaces.

D. Ensure protective coatings on surfaces in contact with joint sealers have been completely stripped.

3.2 INSTALLATION
A. Comply with manufacturer's printed instructions and ASTM C1193, except where more stringent requirements are shown or specified.

B. Set sealant backer rods at proper depth or position in joint to coordinate with other work, including installation of bond breakers and sealant; do not leave voids or gaps between ends of backer rods.

1. Do not stretch, twist, puncture or tear backer rods.

C. Install bond breaker tape as required to avoid three-sided bond of sealant to substrate and where required by manufacturer's recommendations to ensure joint sealers will perform properly.

D. Size materials to achieve required width/depth ratios.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 920

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
07 90 00 - 5 Joint Sealers
E. Employ installation techniques that will ensure joint sealers are deposited in uniform, continuous ribbons without gaps or air pockets, with complete "wetting" of bond surfaces equally on opposite sides.

F. Joint Configuration: Fill sealant joint to a slightly concave surface, slightly below adjoining surfaces, unless otherwise indicated.

G. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a slight cove, so that joint will not trap moisture or dirt.

H. Install joint sealers to depths recommended by joint sealer manufacturer but within the following general limitations, measured at center (thin) section of bead.

1. Horizontal Joints: 75% width with minimum depth of 3/8".

2. Elastomeric Joints: 50% width with minimum depth of 1/4".

3. Non-Elastomeric Joints: 75% to 125% of joint width.

I. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces.

1. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.

J. Cure joint sealers in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability.

K. Maintain finished joints free of embedded matter, ridges and sags.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 921

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 67 50 - 1 Epoxy Flooring
SECTION 09 67 50

EPOXY FLOORING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide Roller-applied 100% solids, penetrating epoxy primer, midcoat, and a chemical, abrasion, and slip resistant, multi-component moisture cure urethane topcoat.

1. Include all surface preparation of existing surface in accordance with manufacturer’s recommendations.
a. Existing surface is epoxy flooring that exhibits substantial wear over a fully- cured concrete slab-on-grade.

2. Include all base and accessories as required for complete finished installation.

1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's literature and maintenance instructions.

B. Samples: Submit membrane applied to 1/4" plywood, or similar backing.

C. Certifications:

1. Project List: List minimum five projects of similar nature installed by applicator.

2. Installer Acceptance: Submit manufacturer's certification installer is acceptable for this Project.

1.3 QUALITY ASSURANCE
A. Installer Qualifications: Minimum of five years successful experience in application of flooring systems of type specified and acceptable to manufacturer of flooring system.

B. Supervision: Manufacturer's representative shall supervise installation of system.

1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in original manufacturer's sealed containers, identified with material name, date of manufacture and lot number.

B. Store materials to prevent damage to containers; immediately remove damaged and unsuitable materials.

1.5 PROJECT CONDITIONS
A. Slab Temperature: Comply with manufacturer recommendations; minimum 50 degrees F at time of installation.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 922

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 67 50 - 2 Epoxy Flooring
B. Optimum air and substrate temperature for product application is between 55° F (13° C) and 95° F (35° C). For temperatures outside of this range, consult the manufacturer for product application suggestions.

1.6 WARRANTY
A. Special Warranty: Provide for correcting failure of epoxy flooring.

1. Special Warranty Period: Two years.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Florock, Florothane Products
B. PPG Industries, Megaseal or Amercoat Products
C. BASF, MasterTop Products
D. Substitutions: Refer to Section 01 63 00.

2.2 MATERIALS
A. Epoxy Flooring: Roller-applied 100% solids, epoxy primer followed by a multi- component moisture cure urethane topcoat providing an easily maintainable, wear- resistant flooring surface.

1. Primer Coat: The primer shall be a 100% reactive, epoxy-based, penetrating primer that exhibits chemical resistance.

2. Midcoat: The Midcoat shall consist of chemical resistant, self-leveling 100% solids epoxy.

3. Topcoats: The topcoat shall be satin finish, color-stable, aliphatic moisture cure urethane, exhibiting excellent chemical resistance properties. a. Number of Topcoats: 2
b. Skid Resistance: Aluminum Oxide.

PART 3 - EXECUTION

3.1 PREPARATION
A. Examine surfaces to receive epoxy flooring.

1. Application constitutes acceptance of substrate and conditions.

B. Prepare surface for epoxy flooring in accordance with flooring manufacturer recommendations but not less than following.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 923

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 67 50 - 3 Epoxy Flooring

1. Clean floor and apply, trowel and float filler to leave smooth, flat hard surface; prohibit traffic until filler is cured.

C. Apply vapor retarding floor sealer in accordance with or if required by manufacturer recommendations and installation instructions.

3.2 INSTALLATION
A. Comply with manufacturer's recommendations and instructions for application and quantities of materials.

1. Mix and apply epoxy in accordance with directions, minimum two coat system, two coats plus primer where recommended by manufacturer.

3.3 PROTECTION
A. Protect completed epoxy floor surface as required from stains and damage by covering with reinforced construction paper or covering recommended by flooring manufacturer.

B. Protect walls and surfaces of finished work of others against damage or soiling resulting from epoxy flooring work.

C. Repair damage caused by epoxy flooring work; clean using methods and materials recommended by manufacturers of damaged surfaces; replace materials that cannot be repaired to match adjacent undamaged materials.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 924

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 1 Paints and Coatings
SECTION 09 91 00

PAINTS AND COATINGS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Provide painting and finishing of exposed items and surfaces. a. Specified surface preparation, priming and coats of paint are in addition to shop-priming and surface treatment specified under other sections of work. b. Painting and finishing includes field finishing of exterior and interior items not listed as "Surfaces not to be Painted" unless clearly indicated otherwise. c. Painting and finishing includes field finishing of select shop finished items where indicated as required to match adjacent surfaces.

B. Surfaces Not To Be Painted:

1. Finished items including finished metal surfaces.

2. Walls and ceilings in concealed areas and generally inaccessible areas.

3. Moving parts of operating mechanical and electrical units.

4. Labels: Keep equipment identification and fire rating labels free of paint.

5. Plastic smoke stops and weather-stripping at doors.

1.2 RELATED SECTIONS:

A. Section 09 96 00 – High Performance Coatings

1.3 SUBMITTALS
A. Product Data: Submit manufacturer's technical information, including paint label analysis and application instructions for each material.

B. Samples: Submit samples for review of color and texture; provide list of material and application for each coat of each finish sample.

1. Brush-Outs: Submit samples of each color and material with texture to simulate actual conditions, on hardboard.
a. Submit 8" by 10" samples of wood finishes on actual wood surfaces; label and identify each as to location and application.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 925

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 2 Paints and Coatings

2. Field Samples: Duplicate painted finishes of approved samples on actual wall surfaces and components for approval prior to commencing work. a. Size: Minimum 100 sf located where approved.
b. Components: One full component as directed.
c. Simulate finished lighting conditions for review.

C. Certificates: Furnish certificates from each manufacturer stating materials are top quality lines and suitable for intended use on this Project.

1.4 QUALITY ASSURANCE
A. Regulatory Requirements: Furnish materials approved for use by applicable air quality management district for limitations of volatile organic compounds for architectural or special coatings as applicable.

1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, with:

1. Name of material, color and sheen.

2. Manufacturer's name, stock number and date of manufacture.

3. Contents by volume, for major pigment and vehicle constituents.

4. Thinning and application instructions.

1.6 SITE CONDITIONS
A. Apply water-base paints when temperature of surfaces and surrounding air are between 50 and 90 degrees F.

B. Do not apply paint in rain, fog or mist; or when relative humidity exceeds 85 percent; or to damp or wet surfaces.

C. Painting may be continued during inclement weather if areas to be painted are enclosed and heated within temperature limits specified.

D. Provide additional temporary ventilation during interior application of paints to eliminate volatile organic compound (VOC) emissions from interior spaces as quickly as possible.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Kelly Moore Paint Company
B. Benjamin Moore & Co.

C. Dunn-Edwards Corp.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 926

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 3 Paints and Coatings
D. P.P.G. Industries, Inc., Coatings and Resins Division.

E. Devoe & Reynolds Co.

F. Substitutions: Refer to Section 01 63 00.

2.2 MATERIALS
A. Definition: "Paint" as used herein means coating systems including primers, emulsions, enamels, stains, sealers and fillers, whether used as prime, intermediate or finish coats.

B. Material Quality: Provide top line quality commercial grade (professional painter) paints; materials not bearing manufacturer's identification as a best-grade product shall not be acceptable.

1. Primers: Provide premium grade primers recommended by paint manufacturer for substrates indicated and for finish systems specified.

2. Undercoats and Barrier Coats: Provide undercoat paints produced by same manufacturer as finish coats; use only thinners approved by paint manufacturer, and use only within recommended limits.

3. Finish Coats: Provide finish coats capable of being washed with mild detergent without loss of color, sheen, or pigments.
a. Color pigments: Pure, non-fading, applicable types to suit substrates and service indicated; no lead content permitted.

4. Finish Coat Coordination: Provide finish coats which are compatible with prime paints, undercoats, and barrier coats used.
a. Review other Specification sections in which prime paints are provided; ensure compatibility of total coatings systems.
b. Upon request from other trades furnish information on characteristics of finish materials proposed for use.
c. Provide barrier coats over incompatible primers or remove and prime as required.
d. Notify Architect in writing of any anticipated problems in use of specified coating systems with substrates primed by others.

C. Colors and Finishes: Prior to commencement of painting work, Architect will furnish color chips for surfaces to be painted.

1. Use of proprietary names in color selection is not intended to imply exclusion of equivalent products of other manufacturers.

2. Final acceptance of colors will be from samples applied on site.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 927

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 4 Paints and Coatings
D. Volatile Organic Compound (VOC) Emissions: Select materials that generate least amount of pollution; consider pollution and volatile organic compound (VOC) emissions generated during manufacturing, transport, installation, use, and disposal.

1. Avoid materials that contain ozone depleting chemicals and that emit potentially harmful volatile organic compound (VOC) emissions.

2. Avoid materials that can leach harmful chemicals into ground water; do not allow potentially harmful chemicals to enter sewers nor storm drains.

3. Select materials that can be reused or recycled and materials with significant percentage of recycled content; set specific recycled content percentages for individual materials; avoid materials difficult to recycle.

PART 3 - EXECUTION

3.1 PREPARATION
A. Inspection: Examine areas and conditions under which painting work is to be applied.

1. Start of painting work indicates acceptance of surfaces and conditions of surfaces and conditions within any particular area.

2. Where exposed items or surfaces are not specifically mentioned in Schedules, paint same as adjacent similar materials or areas.

3. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to a durable paint film.

B. Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as specified for substrate condition.

1. Existing Painted Finishes:
a. Clean existing painted surfaces and remove oil, grease, dust, stains, scale, efflorescence, mildew, mold, algae, blisters, and non-adhering paint. b. Measure adhesion of existing paints using ASTM D3359 tape test; remove existing coatings where poor adhesion is indicated.
c. Feather edges of severely deteriorated paint where several coats are removed as part of cleaning, to provide smooth transition for new paint. d. Fill holes, cracks, and defects and fill and sand smooth, ready for new paint finish.

C. Remove hardware, accessories, and items in place and not to be painted, or provide protection prior to surface preparation and painting; after painting reinstall removed items.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 928

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 5 Paints and Coatings
D. Clean surfaces before applying paint; remove oil and grease prior to mechanical cleaning; program cleaning so contaminants from cleaning process do not fall onto wet, newly painted surfaces.

E. Cementitious Materials: Prepare by removing efflorescence, chalk, dirt, grease, oils, and by roughening as required to remove glaze.

1. Determine alkalinity and moisture content of surfaces to be painted.

2. If surfaces are found to be sufficiently alkaline to cause blistering and burning of finish paint, neutralize before application of paint.

3. Do not paint over surfaces where moisture content exceeds manufacturer's printed directions.

F. Wood: Clean wood surfaces of dirt, oil, and other foreign substances; sandpaper smooth surfaces exposed to view, and dust off.

1. Scrape and clean seasoned knots and apply thin coat of recommended knot sealer, before application of priming coat.

2. Prime, stain, or seal wood required to be job-painted immediately upon delivery to job; prime edges, ends, faces, undersides, and backsides of wood.

3. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood-filler; sandpaper smooth when dry.

G. Ferrous Metals: Touch up shop-applied prime coats wherever damaged using same type of primer as applied in shop or barrier coat compatible with finish paint.

1. Bare Surfaces: Clean surfaces that are not galvanized or shop-coated, of oil, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning.

2. Galvanized Surfaces: Clean free of oil and surface contaminants, using non- petroleum based solvent; primer and touch-up primer to be zinc-rich primer.

H. Mix painting materials in accordance with manufacturer's directions.

I. Store materials in tightly covered containers; maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue.

J. Stir materials before application to produce mixture of uniform density, and stir as required during application; do not stir surface film into material, if necessary, strain material before using.

3.2 APPLICATION
A. Apply paint in accordance with manufacturer's directions; use applicators and techniques best suited for substrate and type of material being applied.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 929

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 6 Paints and Coatings

1. Apply additional coats when stains or blemishes show through final coat, until paint is a uniform finish, color and appearance.

2. Provide extra attention to assure dry film thickness at corners and crevices is equivalent to that of flat surfaces.

3. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces; paint surfaces behind permanently-fixed equipment and furniture with prime coat only.

4. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, non-specular black paint.

5. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.

6. Finish doors on tops, bottoms and side edges same as faces.

7. Sand lightly between each succeeding enamel coat and each varnish coat.

B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated or prepared for painting as soon as practicable after preparation.

1. Allow time between successive coatings to permit proper drying.

2. Do not recoat until paint feels firm and does not deform or feel sticky under moderate thumb pressure.

C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer.

D. Prime Coats: Apply to items not previously primed; recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat.

E. Finish Coats: Provide even texture; leave no laps, irregularity in texture, skid marks, or other surface imperfections.

1. Opaque Finishes: Provide opaque, uniform finish, color and coverage; cloudiness, spotting, holidays, brush marks, runs, sags, ropiness, and other surface imperfections are not acceptable.

2. Transparent and Stained Finishes: Produce glass smooth surface film of even luster; provide with no cloudiness, color irregularity, runs, brush marks, orange peel, nail holes, and other surface imperfections.

F. Completed Work: Match approved samples for color, texture and coverage; remove, refinish or repaint work not accepted.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 930

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 7 Paints and Coatings

3.3 PAINTING SCHEDULE
A. Interior Work: Provide following paint systems.

1. Existing CMU Painted Surfaces: Satin sheen at walls. a. 1st Coat: Universal primer.
b. 2nd and 3rd Coat: Interior latex or acrylic latex emulsion.

2. Metal: Semigloss sheen.
a. 1st Coat: Touch-up primer, prime if none.
b. 2nd and 3rd Coat: Alkyd or 100% acrylic enamel.

3. Opaque Finished Wood: Semigloss sheen.
a. 1st Coat: Primer undercoat.
b. 2nd and 3rd Coat: Alkyd or 100% acrylic enamel.

4. Stained Wood: Satin rubbed sheen.
a. 1st Coat: Wood stain.
b. 2nd Coat: Sanding sealer.
c. 3rd and 4th Coat: Acrylic modified urethane.
d. Fill open grained wood with filler and wipe before 2nd coat.

5. Transparent Finished Wood: Satin rubbed sheen.
a. 1st Coat: Bleached shellac.
b. 2nd and 3rd Coat: Acrylic modified urethane rubbing varnish. c. Fill open grained wood with filler and wipe before 1st coat.

B. Sheens: Comply with ASTM D523, reflectance of paint.

1. Flat: 1-10.

2. Satin: 15-30.

3. Eggshell: 30-45.

4. Semigloss: 45-75.

5. Gloss: 75-100.

3.4 CLEAN-UP, PROTECTION, AND REPAIR
A. Clean-Up: During progress of work, remove discarded paint materials, rubbish, cans and rags from site at end of each work day.

1. Clean glass and paint-spattered surfaces immediately by proper methods of washing and scraping, using care not to scratch or damage finished surfaces.

B. Protection: Protect work of other trades, whether to be painted or not; correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 931

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 91 00 - 8 Paints and Coatings

1. Provide "Wet Paint" signs to protect newly-painted finishes.

2. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations.

C. Repair: At completion of work of other trades, touch-up and restore damaged surfaces or defaced painted surfaces.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 932

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 96 00 - 1 High Performance Coatings
SECTION 09 96 00

HIGH PERFORMANCE COATINGS
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes: Provide high performance coating system of urethane over epoxy primer as indicated, including surface preparation, priming and high performance coating application. Items requiring coating include:

1. Structural steel framing members, connections, bolts, nuts, and washers either salvaged for reuse or of new fabrication.

2. Metal water and gas piping.

3. Electrical conduit and boxes.

4. Brackets, braces, channels, and connectors including bolts, nuts, and washers.

5. All ferrous metal or galvanized surface painted gate posts, frames, mounting plates, and components.

1.2 SUBMITTALS
A. Product Data: Manufacturer's technical information, including coating label analysis and application instructions for each material.

1. Provide certificate from each manufacturer stating material is top quality line and suitable for intended use on this Project.

B. Samples: Submit samples for review of color and texture; provide list of material and application for each coat of each finish sample.

1. Provide samples of each color and material with texture to simulate actual conditions.

1.3 QUALITY ASSURANCE
A. Regulatory Requirements: Provide materials complying with applicable air quality management requirements for volatile organic compound (VOC) emissions limitations.

1. Materials: Approved for use by applicable air quality management district for limitations of volatile organic compound (VOC) emissions for special coatings.

B. Mock-Up: Duplicate finish of approved samples in field at location as approved by Architect, one complete component or approximately 100 square feet, for approval prior to commencing work.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 933

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 96 00 - 2 High Performance Coatings

1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, with:

1. Name of material, color and sheen.

2. Manufacturer's name, stock number and date of manufacture.

3. Contents by volume, for major pigment and vehicle constituents.

4. Thinning and application instructions.

1.5 PROJECT CONDITIONS
A. Apply high performance coating when temperature of surfaces and surrounding air are between manufacturer recommended temperatures.

B. Do not apply high performance coating in rain, fog or mist; or when relative humidity exceeds 85 percent; or to damp or wet surfaces.

1.6 WARRANTY
A. Special Warranty: Provide for correcting failure of high performance coating including peeling, chipping, rusting of substrate, cracking, delamination, chalking, and loss of color and sheen.

1. Special Warranty Period: Two years.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Special Coating: High build acrylic polyurethane or aliphatic polyurethane over compatible epoxy primer as recommended by coating manufacturer and suitable for applications indicated and based on quality of following products.

1. Manufacturers:
a. DuPont Co. Maintenance Finishes/Imron with 25P primer. b. Tnemec Company, Inc./Endura-Shield with Epoxoline primer. c. Ameron Protective Coatings Div./450 HS with Amerlock 400 primer. d. Substitutions: Refer to Section 01 25 13 and General Conditions 00 7202.2.

2. Special Coating System: Provide specific primer and coating as recommended by manufacturer for applications indicated, conforming to specified requirements. a. Touch-Up: Apply zinc-rich primer to welds and to surfaces either not previously galvanized or where galvanized coating has been damaged; entire steel surface to have either galvanized or zinc-rich coating. b. 1st Coat: Epoxy primer.
c. 2nd and 3rd Coat: High-build acrylic polyurethane or high-build polyurethane.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 934

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 96 00 - 3 High Performance Coatings
d. Clear Coat: Provide additional clear coat where recommended by coating manufacturer representative based on color, sheen, or location.

3. System Requirements:
a. Abrasion: ASTM D4060, CS-17 Wheel, 1,000 grams load, no more than 95 mg. loss after 1000 cycles.
b. Adhesion: ASTM D3359 Method B (Crosshatch Adhesion), coating applied to sandblasted steel and cured 30 days at 77° F, minimum rating of 5 on average of three tests.
c. Humidity: ASTM D4585, no blistering, cracking or delamination of film after 1000 hours exposure.
d. Salt Spray (Fog): ASTM B117, no blistering, rusting, cracking, or delamination of film; maximum 1/8" rust creepage at scribe after 1000 hours exposure. e. UV: ASTM G154, no blistering, cracking or chalking, less than 35% gloss loss and less than 3.5 MacAdam unit color change after 1500 hours exposure.

4. Coordination: Provide special coating system compatible with prime paints, undercoats, and barrier coats used.
a. Review other Specification sections in which prime paints and zinc-rich touch- coatings up are provided; ensure compatibility of total coatings systems. b. Upon request from other trades furnish information on characteristics of finish materials proposed for use.
c. Provide barrier coats over incompatible primers or remove and reprime as required. Reprime with zinc-rich primer where galvanized. d. Notify Architect in writing of any anticipated problems in use of specified coating systems with substrates primed by others.

B. Colors and Finishes:

1. Prior to commencement of coating work, Architect will furnish color chips for surfaces to be coated; custom colors, premium colors, or colors to match existing finishes may be required.

2. Final acceptance of colors will be from samples applied on site or on suitable material representing final product.

3. Color pigments: Pure, non-fading, applicable types to suit substrates and service indicated; no lead content permitted.

4. Sheen: Gloss; comply with ASTM D523, reflectance of coating, 75-100.

C. Material Quality: Provide primers produced by same manufacturer as finish coats; use only thinners approved by coating manufacturer, and use only within limits.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 935

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 96 00 - 4 High Performance Coatings
PART 3 - EXECUTION

3.1 PREPARATION
A. Inspection: Examine areas and conditions under which high performance coating work is to be applied.

1. Start of high performance coating work indicates acceptance of surfaces and conditions of surfaces and conditions within any particular area.

2. Do not apply coating over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to a durable coating.

B. Perform preparation and cleaning procedures in accordance with coating manufacturer's instructions and as specified for substrate condition.

C. Remove items in place and not to be coated, or provide protection prior to application of high performance coating; after application of coating reinstall removed items.

D. Clean surfaces before applying high performance coating; remove oil and grease prior to mechanical cleaning; program cleaning so contaminants from cleaning process do not fall onto wet, newly coated surfaces.

E. Metal Preparation: Comply with coating manufacturer recommendations, but not less than following requirements.

1. Bare Surfaces: Clean surfaces which are not galvanized or shop-coated, of oil, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning to an SSPC-SP3 or SSPC-SP7 surface preparation unless otherwise noted.

2. Galvanized Surfaces: Clean free of oil and surface contaminants, using non- petroleum based solvent.

3. Painted Surfaces: Clean surfaces of loose paint, dirt, and foreign substances by solvent or mechanical cleaning to an SSPC-SP3 or SSPC-SP7 surface preparation unless otherwise noted; feather remaining edges of existing paint to provide smooth, even substrate for high performance coating.

F. Mix materials in accordance with manufacturer's directions.

G. Store materials in tightly covered containers; maintain containers used in storage, mixing and application of coating in a clean condition, free of foreign material/residue.

H. Stir materials before application to produce mixture of uniform density, and stir as required during application; do not stir surface film into material, if necessary, strain material before using.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 936

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
09 96 00 - 5 High Performance Coatings

3.2 APPLICATION
A. Apply high performance coating in accordance with manufacturer's directions; use applicators and techniques best suited for substrate and coating material being applied.

1. Apply additional coats when stains or blemishes show through final coat, until coating is a uniform finish, color and appearance.

2. Provide extra attention to assure dry film thickness at corners and crevices is equivalent to that of flat surfaces.

B. Scheduling: Apply first coat to surfaces that have been cleaned, pretreated or prepared for high performance coating as soon as practicable after preparation.

1. Allow time between successive coatings to permit proper drying.

2. Do not recoat until coating feels firm and does not deform or feel sticky under moderate thumb pressure.

C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer.

D. Prime Coats: Apply to items not previously primed; recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat.

E. Finish Coats: Provide even texture; leave no laps, irregularity in texture, skid marks, or other surface imperfections; edges clean and sharp where work joins other materials and colors.

1. Provide opaque, uniform finish, color and coverage; cloudiness, spotting, holidays, brush marks, runs, sags, ropiness and other surface imperfections are not acceptable.

F. Completed Work: Match approved samples and mock-up for color, texture and coverage. Remove, refinish or recoat work not accepted.

3.3 CLEAN-UP, PROTECTION AND REPAIR
A. Clean-Up: During progress of work, remove discarded coating materials, rubbish, cans and rags from site at end of each work day.

B. Protection: Protect work of other trades, whether to be coated or not; correct damage by cleaning, repairing or replacing, and refinishing, as acceptable to Architect.

1. Provide "Wet Coating" or "Wet Paint" signs to protect newly-coated surfaces.

2. Remove temporary protective wrappings provided by others for protection of their work, after completion of coating operations.

C. Repair: At completion of work of other trades, touch-up and restore damaged surfaces and defaced coated surfaces.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 937

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 21 13 - 1 Stainless Steel Toilet Compartments
SECTION 10 21 13

STAINLESS STEEL TOILET COMPARTMENTS
PART 1 - GENERAL

1.1 SUMMARY
A. Provide floor mounted overhead-braced stainless steel compartments for toilet cubicles, including hardware, attachment devices, and compartment accessories as required for complete finished installation.

1. Match existing panel profiles, textures, finishes, and hardware.

B. Related Sections:

1. Section 10 28 00: Restroom Accessories.

1.2 REFERENCES
A. Americans with Disabilities Act, 2010 Standards for Accessible Design B. California Building Code: California Code of Regulations, Title 24, Part 2, requirements for providing accessibility for persons with disabilities.

1.3 SUBMITTALS
A. Product Data: Submit manufacturer's literature.

B. Shop Drawings: Clearly indicate compartment layouts, swing of doors, elevations, anchorage and mounting details, panel construction, hardware, finishes and relevant dimensions.

C. Samples: Furnish samples of each plastic laminate.

1.4 QUALITY ASSURANCE
A. Access for Persons with Disabilities: Provide signs for assuring access for persons with disabilities in accordance with state and federal regulations.

1. California Regulations: Comply with 2019 California Building Code.

2. Federal Regulations: Comply with Americans with Disabilities Act - 2010 Standards for Accessible Design

3. Door Width: Provide minimum 32" clear door openings when front entry, minimum 34" clear door openings when side entry.

4. Reinforcing: Provide reinforcing for grab bars indicated to be compartment mounted.

5. Urinal Screens: Provide minimum 30" clear space at accessible urinal.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 938

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 21 13 - 2 Stainless Steel Toilet Compartments
PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Bradley, The Mills Company Inc.

B. Bobrick Washroom Equipment, Inc.

C. ASI Global Partitons
D. Substitutions: Refer to Section 01 63 00.

2.2 MATERIALS
A. Stainless Steel Sheet: A 666, 300 series commercial stainless steel sheet suitable for exposed applications. Provide smooth material, without creases or ripples.

1. Provide with No. #4 finish to match existing.

B. Pilaster Shoes: 3" high; ASTM A666, Type 302/304, No. 4 polished finish; stainless steel.

C. Attachments, Screws and Bolts: Stainless steel; tamper proof type; heavy duty extruded aluminum brackets.

D. Hardware: Manufacturer's heavy duty stainless steel hardware.

1. Hinges: Non-ferrous cast pivot hinges, self-closing gravity type, adjustable for door close positioning, adjustable to hold doors open at any angle up to 90 degrees. Mount with stainless steel through-bolts.

2. Latch: Slide latch; door strike and keeper with rubber bumper.

3. Wall Bumper: Cast alloy wall mounted rubber bumper for out swinging doors.

4. Pulls: Provide as required, including pulls required at interior of accessible compartments.

2.3 FABRICATION
A. Toilet Compartment Type: Overhead-Braced Stainless Steel.

1. Basis of Design: Bradley, Mills Partitions, Sentinel, Series 400.

B. Overhead-Braced Units: Provide manufacturer's standard corrosion-resistant supports, leveling mechanism, and anchors at pilasters to suit floor conditions.

Provide shoes at pilasters to conceal supports and leveling mechanism.

C. Door Size and Swings: Unless otherwise indicated, provide 26-inch wide, in-swinging doors for standard toilet compartments and 36-inch wide, out-swinging doors.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 939

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 21 13 - 3 Stainless Steel Toilet Compartments
D. Door, Panel, and Pilaster Construction, General: Form edges with interlock to provide watertight fit without crown molding. Braze corners and finish smooth.

1. Provide exposed surfaces free of pitting, visible seams and fabrication marks, stains, telegraphing of core material, or other imperfections.

2. Core Material: Manufacturer's standard sound-deadening, water resistant honeycomb in thickness required to provide finished thickness for doors, panels and pilasters.

E. Door Construction: 1 inch thick, constructed from 0.0313 inch/22 ga stainless steel.

1. Provide each door with internal 0.0625 inch/16 ga and 0.0781 inch/14 ga welded reinforcements at top and bottom hinge locations, with factory installed concealed true gravity cam hinges.

2. Provide pre-punched hole to permit field installation of ADA-compliant concealed slide latch.

F. Panel Construction: 1 inch thick, constructed from 0.0313 inch/22 ga stainless steel.

G. Pilaster Construction: 1 1/4 inch thick, constructed from 0.048 inch/18 gauge stainless steel.

1. Provide pilaster with internally welded bracket suitable to accept minimum 3 inch long, 5/16 inch stainless steel hex bolt for leveling.

H. Internal Reinforcement: Concealed type as required for attached hardware, fittings, and accessories; mark locations of reinforcement for compartment mounted washroom accessories.

1. Grab-Bar Reinforcement: Provide concealed internal reinforcement for grab bars mounted on units.

2. Coordinate location of accessories with Section 10 28 00.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine site conditions to which work is to be applied.

B. Take site dimensions affecting this work.

C. Ensure correct spacing and size of plumbing fixtures; take special note of fixtures in compartments indicated to be designed for persons with disabilities to assure clearances complying with access regulations.

D. Ensure correct location of built-in framing, anchorage, and bracing, where required.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 940

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 21 13 - 4 Stainless Steel Toilet Compartments

3.2 INSTALLATION
A. Install units in accordance with manufacturer recommendations and installation instructions, secure, plumb, level, and square.

B. Leave 1/2" space between wall, panels and end pilasters.

C. Attach panel brackets securely to walls using anchor devices.

D. Attach panels and pilasters to bracket with through sleeve tamper proof bolts and nuts.

E. Provide for adjustment of floor variations with screw jack through steel saddles integral with pilaster; conceal floor fastenings with stainless steel shoes.

F. Install door strike keeper and door bumper on each pilaster in alignment with door latch.

G. Adjust and align hardware to uniform clearance at vertical edges of doors not exceeding 3/16".

H. Adjust hinges to locate doors in partial open position when unlatched, except adjust hinges to return doors to closed position at stalls designed for use by persons with disabilities.

3.3 CLEANING
A. Remove protective masking.

B. Clean surfaces free of adhesives and imperfections.

C. Field touch-up of scratches and of defaced stainless steel finish will not be permitted; replace damaged, scratched and marred defective materials with new, undamaged materials.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 941

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 28 00 - 1 Restroom Accessories
SECTION 10 28 00

RESTROOM ACCESSORIES
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Provide toilet accessories with attachment hardware and rough-in frames as required for complete, operational installation.

1.2 SUBMITTALS
A. Product Data: Submit manufacturer's product data illustrating each accessory at large scale.

1.3 QUALITY ASSURANCE
A. Access for Persons with Disabilities: Provide accessories for assuring access for persons with disabilities in accordance with state and federal regulations.

1. California Regulations: Comply with 2019 California Building Code.

2. Federal Regulations: Comply with Americans with Disabilities Act - 2010 Standards for Accessible Design

1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver inserts and rough-in frames to jobsite at appropriate time for building in.

B. Do not deliver accessories to site until rooms in which they are to be installed are ready to receive them.

C. Pack accessories individually, protect each item and its finish.

1.5 PROJECT CONDITIONS
A. Protect adjacent or adjoining finished surfaces from damage during installation of work of this section.

B. Before starting work notify Architect in writing of conditions detrimental to installation or operation of units.

C. Verify with Architect exact location of accessories.

1.6 WARRANTY
A. Special Warranty: Replace mirrors which exhibit signs of desilvering or distortion.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 942

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 28 00 - 2 Restroom Accessories

1. Special Warranty Period: Two years.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Bobrick Washroom Equipment, Inc.

B. Bradley Corporation
C. American Specialties, Inc.

D. Substitutions: Refer to Section 01 63 00.

2.2 RESTROOM ACCESSORIES
A. Materials

1. General: Provide manufacturer’s standard materials and finishes for accessories listed; where more than one material or finish is available and not otherwise indicated provide as selected by Architect from manufacturer’s standard materials and finishes.

2. Stainless Steel Sheet: ASTM A666, commercial grade, Type 304, gages as standard with manufacturer of specified items.

3. Stainless Steel Tubing: ASTM A269, commercial grade, seamless welded.

4. Sheet Steel: ASTM A1008, cold rolled stretcher leveled; minimum G90 galvanized coating, ASTM A924 and A653.

5. Adhesive: Epoxy type contact cement as recommended by accessory manufacturer.

6. Fasteners, Screws, and Bolts: Hot dip galvanized; as recommended by accessory manufacturer for component and substrate.

7. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing and supply.
a. Provide minimum six keys to Owner representative.

B. Fabrication

1. Weld and grind smooth joints of fabricated components.

2. Form exposed surfaces from one sheet of stock, free of joints.

3. Fabricate units with tight seams and joints, exposed edges rolled; hang doors and access panels with continuous piano hinges; provide concealed anchorage where possible.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 943

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 28 00 - 3 Restroom Accessories

4. Provide steel anchor plates and anchor components for installation on building finishes.

5. Form surfaces flat without distortion; maintain flat surfaces without scratches and without dents; finish exposed edges eased, free of sharp edges where potential exists for physical contact.

6. Hot dip galvanize ferrous metal anchors and fastening devices.

7. Assemble components in shop; package complete with anchors and fittings.

C. Finishes

1. Exposed Finishes: Stainless steel, number 4, satin finish; satin chrome finish acceptable where stainless steel not available for accessory item listed or scheduled.

2. Concealed Surfaces: Treat and clean, spray-apply one coat primer and baked enamel finish.

PART 3 - EXECUTION

3.1 PREPARATION
A. Provide templates and rough-in measurements.

3.2 INSTALLATION
A. Install accessories in accordance with manufacturer's printed instructions using fasteners appropriate to substrate.

B. Install true, plumb and level, securely and rigidly anchored to substrate.

C. Use tamper-proof, security type fasteners.

D. Adjust accessories for proper operation and verify mechanisms function smoothly.

E. Replace damaged and defective items.

F. Clean and polish exposed surfaces after removing temporary labels.

3.3 ACCESSORIES SCHEDULE
A. Refer to schedules and symbol references on the Drawings.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 944

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 44 00 - 1 Signage
SECTION 10 44 00

SIGNAGE
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Provide room and exit signage as indicated complete with attachment devices and accessories as required for complete installation.

1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's literature and indicate each sign type, style, color, and method of attachment.

B. Shop Drawings: Furnish listing of sign types, lettering and locations, along with overall dimension of each sign.

1.3 QUALITY ASSURANCE
A. Access for Persons with Disabilities: Provide signs for assuring access for persons with disabilities in accordance with state and federal regulations.

1. California Regulations: Comply with 2019 California Building Code.

2. Federal Regulations: Comply with Americans with Disabilities Act - 2010 Standards for Accessible Design
B. Manufacturer Qualification: Use a tactile sign manufacturer with at least ten years of experience in the fabrication of architectural and ADA signs.

C. Use a single manufacturing source to produce tactile signage that is finished and ready for installation.

1.4 DELIVERY, STORAGE, AND HANDLING
A. Package separately or in like groups of names, labeled as to names enclosed; include installation template, attachment system and installation instructions.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Permanent Room and Exit Signs: Provide colored plastic signs, conforming with ADA and CBC requirements for signs for permanent rooms, exit access, and exits, with inset symbols and with raised and Braille characters; concealed mounting system.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 945

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
10 44 00 - 2 Signage

1. Comply with ADA and CBC requirements for raised and Braille characters, pictorial symbols, finish, and contrasts requirements.

2. Size: See sign schedules on the drawings

3. Style: See sign elevations on the drawings.

4. Colors: As selected by Architect, from full color range and as indicated on the drawings..

5. Manufacturers:
a. ASI Modulex.
b. Mohawk Sign Systems.
c. Vomar Products, Inc.
d. Kroy Sign Systems
e. Substitutions: Refer to Section 01 63 00.

PART 3 - EXECUTION

3.1 INSTALLATION
A. General: Install signs in accordance with manufacturer recommendations and installation instructions, free from distortions and defects.

B. Permanent Signs: Install signs on walls after surfaces on which they are to be mounted are painted and finished.

1. Location: Mount signs centered at 60" maximum above finished floor to baseline of highest row of tactile text on strike side of door.

2. Install level, in line, in accordance with the manufacturer's recommendations and ADA and CBC requirements to allow a person to approach within 3" of signs without being within a door swing.

3. Clean and polish, remove excess adhesive.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 946

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 1BASIC ELECTRICAL REQUIREMENTS
SECTION 26 05 00

BASIC ELECTRICAL REQUIREMENTS
PART 1 - GENERAL

1.1 WORK INCLUDED
A. This project involves the replacement and occasional relocation of interior and exterior lighting fixtures. The scope of work also may require the temporary removal and reinstallation of electrical conduits, boxes, and photo electric sensors during the course of roof structure replacement. The electric service and branch panels are all existing to remain.

B. Work included in this Section: All materials, labor, equipment, services, and incidentals necessary to provide and install the Electrical Work as shown on the drawings and as specified hereinafter, including, but not limited to the following:

1. Branch circuit wiring, wiring devices and connections to all lighting or lighting components requiring electrical service.

2. Lighting fixtures completely lamped, including switches, raceways and wiring.

3. All required incidental work, such as roof flashing, electrical testing, title 24 acceptance testing, and temporary power.

4. Any other electrical work as might reasonably be implied as required, even though not specifically mentioned herein or shown on the drawings.

5. It is the intent of the drawings and specifications that systems be complete and, except as otherwise noted, be ready for operation.

1.2 RELATED WORK
A. Division 1 - General Requirements

1.3 INCORPORATED DOCUMENTS
A. Requirements of the General Conditions, Supplementary Conditions, and Division 1 Sections apply to all work in this Section, unless modified herein.

B. Published specifications, standard tests or recommended methods of trade, industry or government organizations apply to work of this Section where cited by abbreviations noted below, unless modified herein.

1. 2019 California Code of Regulations.

2. 2019 California Building Standards Administrative Code, Part 1, Title 24, C.C.R.

3. 2019 California Building Code (CBC), Part 2, Title 24, C.C.R. (Based on 2018 International Building Code with 2016 California Amendments).

4. 2019 California Electrical Code (CEC), Part 3, Title 24, C.C.R. (Based on 2017 National Electrical Code with 2019 California Amendments).

5. California Energy Code, Part 6, Title 24, C.C.R.

6. 2019 California Fire Code (CFC), Part 9, Title 24, C.C.R. (Based on 2018 International Fire Code with 2019 California Amendments).

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 947

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 2BASIC ELECTRICAL REQUIREMENTS

7. 2019 California Green Building Standards (CALGreen) Code, Part 11.

8. American Society of Civil Engineers 7-10 (ASCE/SEI), Minimum Design Loads for Buildings and Other Structures.

9. Underwriters' Laboratories, Inc. (UL).

C. All State and Municipal Codes and Ordinances.

1.4 CONDITIONS AT SITE:

A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not.

B. Lines of other services that are damaged as a result of this work shall promptly be repaired at no expense to the Owner to the complete satisfaction of the Owner.

1.5 QUALITY ASSURANCE
A. Conformance:

1. All work shall conform to the applicable requirements of Article 1.3 above.

2. The Contractor shall notify the Architect, prior to submission of bid, about any part of the design, which fails to comply with abovementioned requirements.

3. If after contract is awarded, minor changes and additions are required by aforementioned authorities, even though such work is not shown on the drawings or covered in the specifications, they shall be included at Contractor's expense.

B. Coordination:

1. The Contractor shall become familiar with the conditions at the job site, and with the drawings and specifications and plan the installation of the electrical work to conform with the existing conditions and that shown and specified so as to provide the best possible assembly of the combined work of all trades.

2. The Contractor shall work out in advance all "tight" conditions, involving all trades and if found necessary, supplementary drawings shall be prepared by this Contractor, for the Architect's approval, before work proceeds in these areas. No additional costs will be considered for work, which must be relocated due to conflicts with the work of other trades.

3. The Contractor shall coordinate and verify all backbox, device, lighting fixture, or equipment mounting requirements with the devices or equipment to be installed, prior to rough in.

1.6 SUBMITTALS
A. Product Data:

1. Comply with the provisions of Section 01 33 00 - Submittals.

2. Within 15 days after award of the Contract, submit:
a. Complete electrical, lighting, and signal systems material list of all items proposed to be furnished and installed under this Division. Provide manufacturers data sheets for all devices, raceways, fixtures, equipment, and related products to be used for the Division 26, 27, and 28 work.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 948

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 3BASIC ELECTRICAL REQUIREMENTS
b. Manufacturers' specifications and other data required demonstrating compliance with the specified requirements.
c. Manufacturers' recommended installation procedures which, when approved by the Architect, shall become the basis for inspecting and accepting or rejecting actual installation procedures used on the work.

3. Shop Drawings: Furnish shop drawings and/or equipment cuts for the following:
a. Light fixtures including lamps and ballasts
b. Fire alarm system additions.
c. Telecommunications system additions.
d. Disconnect switches
e. Low voltage lighting control system
f. Central Emergency Lighting Inverter.

4. Maintenance and Operating Manuals:
a. Systems Description: Description of operating procedures. b. Controls: Diagrams and description of operation of each system. c. Equipment: Manufacturer's brochures, ratings, certified shop drawings, maintenance data, and parts lists with part numbers. Mark each sheet with equipment identification number and actual installed condition. d. Materials and Accessories: Manufacturer's brochures, parts lists with part numbers, and maintenance data where applicable. Mark each sheet with identification number of system and location of installation. e. The Maintenance and Operation Manual shall be presented in a three ring binder that has tabbed sections as stated below. Provide all information in each section as stated below.
1) 26 5101:
(a) Insert the approved submittals for the light fixtures. (b) Highlight the lamp type that was installed for each light fixture. (c) Provide the names, address and telephone numbers of the manufacturer and the closest manufacturer's representative for each light fixture.
2) 26 5101:
(a) Insert the approved submittals for the motion sensing light control equipment.
(b) Insert all operating instructions.
(c) Provide the names, address and telephone number of the manufacturer and the closest manufacturer's representative of the equipment.
(d) Include the manufacturer's recommended maintenance of the equipment.
3) 26 5700:
(a) Insert the approved submittals for the low voltage lighting control equipment.
(b) Insert all operating instructions.
(c) Provide the names, address and telephone number of the manufacturer and the closest manufacturer's representative of the equipment.
(d) Include the manufacturer's recommended maintenance of the equipment.
4) 27 0000:
(a) Insert the approved submittals for the telecommunications system.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 949

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 4BASIC ELECTRICAL REQUIREMENTS
(b) Provide the names, address and telephone number of the manufacturer and the closest manufacturer's representative of the equipment.
(c) Include the manufacturer's recommended maintenance of the equipment.
5) 28 3101:
(a) Complete the “Record Of Completion” entirely.
(b) In the “Download File” indicate the exact equipment that the Monitor Modules are monitoring. i.e. fire sprinkler flow switches, tamper switches, etc..
(c) Simplify the Download File so that it coincides with the submitted and approved fire alarm single line diagram.
(d) Provide the names, address and telephone number of the manufacturer and the closest manufacturer's representative of the equipment.
(e) Include the manufacturer's recommended maintenance of the equipment.
(f) Insert an abbreviated data sheet that states how to test, reset and silence the fire alarm system.
(g) Insert the name and telephone number of the Central Station that receives the alarms, and the proper sequence to follow during an alarm.
6) 26 0800:
(a) Insert all systems testing results.

5. Record Documents: "As-builts": As specified under Paragraph 3.2 of this Section.

1.7 DELIVERY, STORAGE AND HANDLING
A. Protection: Use all means necessary to protect the materials of this Section before, during, and after installation and to protect the work and materials of all trades.

B. Delivery and Storage: Deliver all materials to the job site in their original containers with all labels intact and legible at time of use. Store in strict accordance with approved manufacturers' recommendations.

C. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner.

D. This Contractor shall personally, or through an authorized representative, check all materials upon receipt at jobsite for conformance with approved shop drawings and/or plans and specifications.

1.8 SCHEDULING/SEQUENCING
A. Place orders for all equipment in time to prevent any delay in construction schedule or completion of project. If any materials or equipment are not ordered in time, additional charges made by equipment manufacturers to complete their equipment in time to meet the construction schedule, together with any special handling charges, shall be borne by this Contractor.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 950

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 5BASIC ELECTRICAL REQUIREMENTS
B. The Contractor shall coordinate production and delivery schedule for all Owner- supplied equipment with the equipment suppliers to ensure that all Owner-supplied equipment is delivered to site in coordination with the construction schedule and in such a manner as to cause no delays in completion of the Contract as scheduled.

1.9 REQUIREMENTS
A. The contract drawings indicate the extent and general arrangements of the conduit wiring systems, etc. If any departures from the contract drawings are deemed necessary by the Contractor, details of such departures and the reasons therefore shall be submitted as soon as practicable, and within thirty-five (35) days after award of the electrical contract.

B. Unless material list and data is received as a complete and all-inclusive submittal within the stipulated time all items shall be provided as specified, with no deviations permitted.

C. Any and all additional costs incurred by the substitution of electrical material or equipment, or installation thereof, whether architectural, structural, plumbing, mechanical or electrical, shall be borne by the Contractor under this Section.

D. Burden of proof of equality of any substitution for a specified product is the responsibility of this Contractor.

E. Where required by Architect to ascertain equality of substitute product, Contractor may be requested to provide the specified item and the submitted substitution for comparison, at no additional cost to the Owner.

1.10 DESCRIPTION OF DEMOLITION AND REPLACEMENT WORK
A. This project includes the replacement, modification, and enhancement of an existing fire damaged facility. As such, the project scope for this contractor shall include all associated electrical, lighting, and signal system upgrades and demolition/removal work at the existing building. The intent is that all systems will be complete and functional at the completion of this contract and that all old systems, equipment, feeders, circuits, wiring, and related devices (no longer used) be completely and neatly removed. Where discrepancies between the drawings and existing conditions are noted, the Architect or Owner shall be notified immediately for resolution.

B. As with every renovation or fire repair project, the electrical work will include (and require) exploration and other field work on a daily basis to complete the new designed equipment and connections within the constraints of the existing building conditions.

C. The contractor shall include as part of the base bid, sufficient labor hours to provide such exploration and field work throughout the duration of the project. Change orders for miscellaneous coordination of existing conditions will not be approved unless specific and latent conditions are uncovered that warrant such additional compensation or require additional work not shown on the drawings or included in the specifications, or implied by the designed conditions.

D. Existing raceways may be re-used wherever suitable. New raceways and wiring to new and renovated equipment are to be installed where required. Where raceways DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 951

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 6BASIC ELECTRICAL REQUIREMENTS
are installed in accessible concealed locations (i.e. unfinished spaces or electrical / mechanical / attic spaces), EMT with wire shall be used. Where new wiring is required to be routed through existing walls and ceilings that cannot readily be accessible for new conduit, MC cable or flex conduit and wiring may be installed, fished through and secured in each space as required by Code. Non-metallic sheathed cable shall not be utilized on this project.

E. All new raceways shall be installed concealed and all new equipment installed flush, unless otherwise noted on the drawings or in these specifications.

1.11 GUARANTEE
A. This Contractor shall guarantee that all work executed under this Section will be free from defects of materials and workmanship for a period of one (1) year or as per the General Conditions of this project, whichever is longer. Dates shall be from the date of final acceptance of the building. The contractor shall further guarantee that he will, at his own expense, repair and replace all such defective work, and all other work damaged thereby, which becomes defective during the term of the guarantee. Such repair or replacement shall be guaranteed for one (1) year from the date of repair or replacement.

1.12 PERMITS AND INSPECTIONS
A. This Contractor shall arrange for and obtain all required permits and inspections.

B. Do not allow or cause any of the work to be covered or enclosed until it has been tested and/or inspected.

1.13 IDENTIFICATION
A. Switchgear, switchboards, distribution panels, and feeder circuit breakers therein, panels, disconnect switches, motor starters, transformers, motor disconnect switches, cabinets, and other apparatus used for the operation of, or control of circuits, appliances or equipment, shall be properly identified by means of engraved laminated plastic descriptive nameplates mounted on apparatus using stainless steel screws.

Nameplates shall have white letters with black background and be submitted to the Architect for approval. Cardholders in any form are not acceptable.

B. Provide p-touch style labeling of circuit designations for all receptacles on the project.

C. Each branch circuit of existing panel boards to have a permanently fixed number with load directory, mounted under celluloid on inside of cabinet door, showing circuit numbers and typewritten description of equipment supplied by breakers. Provide new fully typewritten circuit directories to replace existing directories.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 952

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 7BASIC ELECTRICAL REQUIREMENTS
PART 2 - PRODUCTS

2.1 GENERAL
A. Refer to applicable Division 26, 27, and 28 Sections for complete products specifications.

2.2 MATERIALS
A. Materials of the same type or classification, used for the same purpose, shall be the product of the same manufacturer.

2.3 ACCEPTABLE MANUFACTURERS
A. Materials shall be of make mentioned elsewhere in this specification. All materials shall be the best of their several kinds, perfectly new and approved by the Underwriters' Laboratories.

B. Where material, equipment, apparatus or other products are specified by manufacturer, brand name, type or catalog number, such designation is to establish standards of desired quality, style and utility and shall be the basis of the bid.

Materials so specified shall be furnished under the contract unless changed by written approval of the Architect. Where two or more designations are listed, choice shall be optional with this Contractor, but this Contractor must submit his choice for final approval.

2.4 POSTED OPERATING INSTRUCTIONS
A. Furnish approved operating instructions for systems and equipment where indicated in the technical sections for use by operation and maintenance personnel. The operating instructions shall include wiring diagrams, control diagrams, and control sequence for each principal system and equipment. Print or engrave operating instructions and frame under glass or in approved laminated plastic. Post instructions as directed.

Attach or post operating instructions adjacent to each principal system and equipment including startup, proper adjustment, operating, lubrication, shutdown, safety precautions, procedure in the event of equipment failure, and other items of instruction as recommended by the manufacturer of each system or equipment. Provide weather- resistant materials or weatherproof enclosures for operating instruction exposed to the weather. Operating instruction shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling.

2.5 CATALOGED PRODUCTS/SERVICE AVAILABILITY
A. Materials and equipment shall be current products by manufacturers regularly engaged in the production of such products. Products shall have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year period shall include applications of equipment and materials under similar circumstances and of similar size. The 2-year period shall be satisfactorily completed by a product for sale DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 953

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 8BASIC ELECTRICAL REQUIREMENTS
on the commercial market through advertisements, manufacturers' catalogs, or brochures. Products having less than a 2-year field service record will be acceptable if a certified record of satisfactory field operation for not less than 6,000 hours, exclusive of the manufacturers' factory or laboratory tests, is furnished. The equipment items shall be supported by service organizations which are reasonable convenient to the equipment installation in order to render satisfactory service to the equipment on a regular and emergency basis during the warranty period of the contract.

PART 3 - EXECUTION

3.1 INSPECTION
A. Examine the areas and conditions under which the work of this Section will be installed. Correct conditions detrimental to the proper and timely completion of the Work. Do not proceed until unsatisfactory conditions have been corrected.

3.2 PREPARATION
A. Drawings:

1. The general arrangement and location of wiring and equipment is shown on the electrical drawings and shall be installed in accordance therewith, except for minor changes required by conflict with the work of other trades.

2. The Contractor shall coordinate and verify all backbox, device, lighting fixture, or equipment mounting requirements with the devices or equipment to be installed, prior to rough in.

3. Drawings indicate the circuit and panel which supplies each device or fixture.

Provide and install conduit and conductors to make all connections from panel to nearest device and from first device to additional devices on same circuit.

Conduit size and fill shall satisfy NEC requirements. Two or three different phases supplied by a 3-phase panel may share a single neutral only if circuit positions are adjacent in the panel. Do not exceed 4 #12 or 3 #10 conductors in a ½" conduit, 7 #12 or 5 #10 in a 3/4" conduit, and 11 #12 or 9 #10 in a 1" conduit, unless otherwise noted. Provide common handle-tie on breakers for multi-wire branch circuits (with common neutral), per NEC. If more than three current carrying conductors are installed in one conduit, conductor size shall be increased as required per NEC. Do not share neutrals for branch circuit runs to electronic equipment or where noted on the drawings.

4. Drawings indicate the location of all light switches. Where fixtures in a room are controlled by more than one switch, the same lower case letter is drawn adjacent to a switch and each fixture controlled by that switch. Where no lower case letter is adjacent to a switch, all fixtures in the room are controlled by that switch.

Provide and install conduit and wire from fixture to switch and between fixtures as required to accomplish switching shown. Do not route branch circuit wiring for light fixtures through switch boxes. Where dimming controls are specified, provide required dimming control wiring in addition to power wiring from control device to all controlled light fixtures. Provide separate conduit for dimming control wiring unless otherwise indicated on the drawings.

5. Drawings indicate location of all signal outlet boxes. Provide and install conduit system as required and complete system wiring, unless otherwise noted.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 954

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 9BASIC ELECTRICAL REQUIREMENTS

6. Control wiring is generally not shown on the plans. Contractor shall refer to control diagrams and provide and install all wiring and raceways required to make all interconnections.

7. All branch circuit wiring No. 12 or No. 10 as noted, all control wiring No. 14, except as noted next to "slash marks" on the drawings, or as noted under "Wire," as specified herein.

8. All dimensions, together with locations of doors, partitions, etc. are to be taken from the Architectural Drawings, verified at site by this Contractor.

9. Maintain "as-built" records at all times, showing the exact location of concealed conduits and feeders installed under this contract, and actual numbering of each circuit. Upon completion of work and before acceptance can be considered, this Contractor must forward to the Architect, updated CAD plans, corrected to show the electrical work as actually installed.

10. All standard 20A branch circuit conductors shall be #12 minimum for up to 75 linear circuit feet, #10 minimum for up to 150 linear circuit feet, and #8 for runs longer than 150 feet.

B. Measurements: Before ordering any material or closing in any work, verify all measurements on the job. Any differences found between dimensions on the drawings and actual measurements shall be brought to the Architect's attention for consideration before proceeding.

3.3 FIELD QUALITY CONTROL
A. All workmanship shall be first class and carried out in a manner satisfactory to and approved by the Architect.

B. This Contractor shall personally, or through an authorized and competent representative, constantly supervise the work and so far as possible keep the same foreman and workmen on the job throughout.

3.4 INSTALLATION/APPLICATION/ERECTION
A. All electrical raceways and devices shall be installed concealed (for raceways) and/or flush mounted (for devices), unless otherwise noted. Provide cut-in boxes and "fish" flexible MC or flex conduit and wire through existing walls to remain, unless shown otherwise on plans. Cut and patch to facilitate such installation to match adjacent and original finish.

B. All cutting, repairing and structural reinforcing for the installation of this work shall be done by the General Contractor in conformance with the Architect's requirements.

3.5 EMERGENCY POWER SOURCES
A. All emergency source circuits shall be installed in separate raceways (from normal power), per 2017 NEC 700.10(B), or the applicable code at the time of permitting.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 955

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 10BASIC ELECTRICAL REQUIREMENTS

3.6 TEMPORARY LIGHTING AND POWER
A. Provide and install temporary lighting and power systems for the duration of construction, of adequate size to accommodate the required lighting and power loads.

Coordinate with other trades to insure adequate sizing.

B. Provide distribution equipment as required to support all construction activities.

3.7 FIRE STOPPING AND FIRE RATED PENETRATIONS
A. All electrical equipment mounted in, on, or through fire rated construction shall be installed to maintain the fire rating of the construction.

B. Provide fire rated pads (or other suitable assembly) around all electrical junction boxes in fire rated walls/ceilings/floors to maintain the fire rating.

C. Provide fire rated construction around all recessed light fixtures and/or panel board / cabinets mounted flush in fire rated walls to maintain the fire rating. Coordinate depth of construction with other trades to avoid conflicts.

D. Conduit sleeves shall be provided as a means of routing cables through fire-rated walls or floors. Openings in sleeves and conduits used for system cables and those which remain (empty) spare shall be sealed with an approved fireproof, removable sagging material. Sleeves which pass vertically from floor to floor shall be sealed in a similar manner using an approved re-enterable system. Additional penetrations through rated assemblies necessary for passage of tel/data wiring shall be made using an approved method and permanently sealed after installation of cables.

3.8 ADJUSTING AND CLEANING
A. All electrical equipment, including existing equipment not "finish painted" under other sections, shall be touched up where finished surface is marred or damaged.

B. All equipment, lighting fixtures, etc., shall be left in clean condition, with all shipping and otherwise unnecessary labels removed there from.

3.9 SCHEDULES
A. Coordination: Coordinate installation of electrical items with the schedule for other work to prevent unnecessary delays in the total Work.

3.10 WARNING SIGN MOUNTING
A. Provide the number of signs required to be readable from each accessible side, but space the signs a maximum of 30 feet apart.

3.11 PAINTING OF EQUIPMENT
A. Factory Applied: Electrical equipment shall have factory-applied painting systems which shall, as a minimum, meet the requirements of NEMA ICS 6 corrosion- DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 956

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 05 00 - 11BASIC ELECTRICAL REQUIREMENTS
resistance test, except equipment specified to meet requirements of ANSI C37.20 shall have a finish as specified in ANSI C37.20.

B. Field Applied: Paint electrical equipment as required to match finish or meet safety criteria. Painting shall be as specified in the respective equipment section.

3.12 TESTS
A. Testing and inspection: See Section 26 08 00 - Testing.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 957

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 1BASIC ELECTRICAL MATERIALS AND METHODS
SECTION 26 27 00

BASIC ELECTRICAL MATERIALS AND METHODS
PART 1 - GENERAL

1.1 WORK INCLUDED
A. Work included in this Section: All materials, labor, equipment, services, and incidentals necessary to install the electrical work as shown on the drawings and as specified hereinafter, including but not limited to the work listed below:

1. Raceways, feeders, branch circuit wiring, wiring devices, safety switches and connections to all equipment requiring electric service.

B. Any other electrical work as might reasonably be implied as required, even though not specifically mentioned herein or shown on the drawings.

C. All work shall comply with Section 26 05 00.

1.2 SUBMITTALS
A. Comply with the provisions of Section 26 05 00.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Refer to Section 26 05 00, Basic Electrical Requirements, Part 2 - Products.

B. List of Equipment Manufacturers:

C. Conduit and Conduit Fittings

1. Allied Tube and Conduit, Wester Tube and Conduit, LTV Steel Tubular, National Electric Products, AFC, Republic Steel Corporation, Rome Cable Corporation, United States Steel Corporation, Killark Electric Manufacting Company, Raco, VAW Aluminum Company, Bridgeport, Steel City, Thomas & Betts, Carlon, O.Z.

Gedney, Appleton, Regal.

D. Wire and Cable (600V)

1. American Wire Company, General Wire and Cable Corporation, Okonite Company, Rome Cable Corporation, Cerrowire, American Insulated Wire, AFC Cable Systems, Essex, Simplex Wire and Cable Company, Southwire.

E. Solderless Lugs and Grounding Connections

1. Burndy Engineering Company Inc, O.Z. Gedney Company Inc, Penn Union Electric Corporation, Thomas and Betts Company Inc.

F. Pull Boxes, Gutters, Special Cabinets
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 958

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 2BASIC ELECTRICAL MATERIALS AND METHODS

1. Schneider-Square D Company, Columbia Electric Manufacturing Company, General Electric Company, Eaton Inc.

G. Outlet Boxes

1. Appleton Electric Company, Killark Electric Manufacturing Company, Lew Electric Fittings Company, National Electric Products Corporation, Raco, Steel City Electric Company, Carlon, Bowers.

H. Floor Boxes

1. Steel City Electric Company, Hubbell Inc, RCI, Walker.

I. Wiring Devices

1. Leviton, Arrow-Hart, Cooper, Hubbell, Lutron, Bryant.

J. Conduit Racks, Hangers

1. General Electric Company, Killark Electric Manufacturing Company, Caddy, National Electric Products Corporation, Republic Steel Corporation, Rome Cable Corporation, United States Steel Corporation, VAW Aluminum Company, Superstrut, B-Line.

K. Safety Switches (Disconnect and Fusible)

1. Schneider-Square D Company, Eaton-Cutler Hammer Inc, General Electric Company.

L. Fuses

1. Bussman Manufacturing Company, Chase-Shawmut Company.

M. Firestopping

1. 3M, Nelson.

2.2 MATERIALS
A. Raceways: Only the raceways specified below shall be utilized on this project.

Substitutions shall be pre-approved in writing. All bare conduit ends (stub-ups or stub- outs) shall be provided with bushed ends or manufactured insulated throat connectors:

1. Rigid Type - hot dip galvanized or sherardized steel, use on all exterior locations, with completely watertight, threaded fittings throughout. Compression fittings are not acceptable.
a. All rigid steel conduit couplings and elbows in soil or concrete or under membrane to be ½ lap wrapped with Scotch #50 tape and threaded ends coated with T&B #S.C.40 rust inhibitor prior to installation of couplings. b. ½ lap wrap all rigid steel conduit stub-ups from slab or grade to 6" above finished grade level with Scotch #50 tape.

2. In lieu of rigid steel conduit for power and control raceways and branch circuit conduits in soil or concrete slabs, "Schedule 40" PVC with Schedule 80 PVC conduit elbows and stub-ups may be used with code size (minimum No. 12) ground wire. A “stub-up” is considered to terminate 6" above the finished surface.

3. Electrical metallic tubing shall be used exposed in interior electrical and mechanical rooms, in interior unfinished spaces, and in interior concealed and furred spaces, made up with steel watertight or steel set screw type fittings and couplings. EMT shall not be used in under-building crawl spaces or other areas subject to moisture. Set screws shall have hardened points. Die-cast zinc fittings are unacceptable.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 959

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 3BASIC ELECTRICAL MATERIALS AND METHODS

4. Surface mounted rectangular steel raceways and boxes: use for all surface mounted installations, unless otherwise noted (all catalog numbers listed are Wiremold - equals allowed) - color Ivory, unless otherwise noted; a. #V500 for branch power runs on ceilings and walls (used with V500 series straps, elbows, connectors and V5000 series low profile boxes and covers). b. #2000 or 2400 low profile for larger power run requirements on ceiling or walls (used with V2000 series straps, elbows, connectors and low profile boxes and covers).
c. #2400D for dual service power and tel/data run requirements (used with divided V2400 boxes and covers).

5. Surface mounted rectangular non-metallic dual service raceways; Wiremold #5400 (Ivory) or equal with all required compatible activation covers, bezels, inserts, and blank plates for a complete installation. Refer to drawings for outlet quantities in raceway and feed points. All raceway fed flush from rear with horizontal j-boxes, unless otherwise noted.

6. Use flexible conduit for all motor, transformer and recessed fixture connections, minimum ½"; "Seal tite" type used outdoors and in all wet locations, provide with code size (minimum No. 12) bare ground wire in all flexible conduit.

7. All conduit cuts (factory or field cut) shall be perfectly square to the length of the conduit and cut ends shall be reamed with a reaming tool to provide a smooth edge to the passing conductors and to remove all burs and scrapes. Use of a hand file is not acceptable.

8. All electrical raceways shall be installed concealed, unless otherwise noted. Cut and patch to facilitate such installation to match adjacent and original finish. All exposed conduits, where required, shall be installed parallel to building members.

9. All emergency source circuits shall be installed in separate raceways (from normal power), per 2017 NEC 700.10(B), or the applicable code at the time of permitting.

10. Where existing conditions preclude the installation of EMT in existing walls to remain, provide and install cut-in type boxes and "fish" flexible MC or flex conduit and wire through existing walls to remain, unless shown otherwise on plans.

11. Fasten conduits securely to boxes with locknuts and bushings to provide good electrical continuity.

12. Provide chrome escutcheon plates at all exposed wall, ceiling and floor conduit penetrations.

13. Support individual suspended conduits with heavy malleable strap or rod hangers; supports for ½ inch or 3/4 inch conduit placed on maximum 7-foot centers; maximum 10-foot centers on conduits 1 inch or larger.

14. Support multiple conduit runs from Kindorf B907 channels with C-105 and C-106 straps.

15. Conduit bends - long radius.

16. Flash conduits through roof, using approved roof jack; coordinate with General Contractor.

17. To facilitate pulling of feeder conductors, install junction boxes as shown or required.

18. All empty conduits on the project shall be provided with a nylon pull rope to allow pulling of future conductors intended for the specific raceway. Provide plastic wire-tie style nameplate tags on each end of pull rope with printed identification of conduit use and the location of the opposite end of the rope. Pull ropes for telecommunications service conduits shall meet the utility company requirements.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 960

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 4BASIC ELECTRICAL MATERIALS AND METHODS
B. Outlet Boxes and Junction Boxes. Verify all backbox requirements with devices to be installed prior to rough-in.

1. One piece steel knockout type drawn boxes, unless otherwise noted, sized as required for conditions at each outlet or as noted.

2. Flush-mounted boxes equipped with galvanized steel raised covers for device mounting flush with finished surface. Provide extension rings as required on all acoustical or additional wall treatment areas to bring top of cover flush with finished surface (coordinate with architectural drawings). Devices shall be capable of being tightly mounted to boxes without distorting or bending device or mounting hardware.

3. Boxes for fixture outlets: 4-inch octagon or larger as required, or as noted.

4. Switch and receptacle outlets - not smaller than 4-inch-square in furred walls, with raised cover for single device; ganged where required.

5. Outlet and switch boxes for wet locations, cast aluminum FS or FD type with cast aluminum gasketed spring lid cover. Weatherproof “Bell” type boxes are not acceptable.

6. All connectors from conduit to junction or outlet boxes shall have insulated throats. Connectors shall be manufactured with insulated throats as integral part.

Insertable insulated throats are unacceptable.

7. Outlet boxes for telecommunications, 4" square or larger as required or noted, multi-ganged for voice, data, and other services where indicated on the drawings.

8. Conduit Bodies: Malleable iron type, with lubricated spring steel clips over edge of conduit body, O-Z/Gedney type EW, or equal.

C. Wire and Cable (line voltage and signal systems):

1. 600-volt class where used for or run with line voltage power wiring, insulation color coded, minimum No. 12 AWG for power branch circuits, No. 14 for power control circuits, and wiring size and type as directed by signal system manufacturer for each signal system.

2. All conductors shall be copper.

3. Size and insulation type:
a. Standard locations: #12 to #1 AWG: THWN for wet locations and THHN for dry locations. #1/0 through #4/0 AWG: XHHW (55 Mils). 250MCM and larger: XHHW (65 Mils). All wire sizes used shall be based on a 75 degree insulation rating, unless specifically used with 90 degree rated breakers and devices.
b. All wiring (power and signal) installed underground between buildings, or in wet or damp locations, shall be outside listed and rated for wet locations. c. High temperature and non-standard locations: Provide wire type and insulation category suitable for area of use as defined in NEC table 310-13.

4. Conductors No. 8 and larger and as otherwise noted on drawings shall be stranded. Power conductors No. 12 and No. 10 shall be solid or stranded. Power conductors No. 14 or smaller shall be solid.

5. Provide signal system wiring for each system to meet the system manufacturers requirements and recommendations for each device or equipment type. Signal wiring systems shall be provided with shielding and/or insulation type and cable quantities as directed by the manufacturer, and meet all NEC requirements for locations used.

6. Install all wiring branch circuits and feeders (low voltage and line voltage) in conduit unless noted otherwise on the drawings. Contractor shall mandrel all feeders and pass a "sock" (or utilize other suitable means) through each raceway DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 961

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 5BASIC ELECTRICAL MATERIALS AND METHODS
prior to pull to remove all water and construction debris. All raceways shall be completely clear of any obstructions or debris and all cut ends shall be reamed, prior to pull. Utilize pulling compound on all runs to insure minimum friction and pulling tension.

7. Megger test all existing feeders prior to energizing. See section 26 08 00 for additional information.

8. Approximately balance branch circuits about the neutral conductors in panels.

9. Connections to devices from "thru-feed" branch circuit conductors to be made with pigtails, with no interruption of the branch circuit conductors.

10. Neutral conductor identified by white outer braid, with different tracers of "EZ" numbering tags used where more than one neutral conductor is contained in a single raceway.

11. Neatly arrange and "marlin" wires in panels and distribution panelboards with "T and B Ty-rap" or approved equal plastic type strapping.

12. All wire and cable shall bear the Underwriters' Label, brought to the job in unbroken packages; wire color-coded as follows:
a. Voltage Phasing A B C N
b. 120/208 3PH4W Black Red Blue White
c. 2083PH 3W Black Red Blue --

13. The equipment grounding conductor shall be insulated copper; where it is insulated, the insulation shall be colored green.

14. Label each wire of each electrical system in each pull box, junction box, outlet box, terminal cabinet, and panelboard in which it appears with "EZ" numbering tags indicating the connected circuit numbers.

15. Provide permanently affixed adhesive labels with machine printed lettering (min. 1/8" high) at junction boxes serving fixtures that are supplied by (2) electrical sources (i.e. normal and emergency lighting). Label to read "CAUTION - This light fixture is powered by (2) separate sources. The normal power source breaker and the emergency power source breaker must be turned off before servicing this light fixture."
D. Switches: Model numbers are Hubbell, color to be selected by architect, unless otherwise noted. All switches to utilize screw terminals for wire connections - no plug- in terminations:

1. Single Pole - No. HBL1221

2. Two Pole - No. HBL1222

3. Three Way - No. HBL1223

4. Momentary contact - No. HBL1557

5. Momentary contact Keyed - No. HBL1556L

6. Keyed, - No. HBL1221L

7. Pilot Light (on with load on) - Hubbell No. 1221-PLC

8. Motor Rated Double Pole (30A) - Hubbell No. 7832

9. Motor Rated Three Pole (30A) - Hubbell No. 7810.

10. Low voltage Data line switches - Refer to lighting control system (for compatibility) E. Receptacles: Mounting straps and contacts shall be one piece design, constructed of minimum .050" solid brass. Base shall be high strength, heat resistant, glass reinforced nylon. Device shall accept up to #10 wire, side or back wired with screw terminals - no plug-in terminations. Hubbell, Leviton, Pass & Seymore, or equal. Color to be selected by architect, unless otherwise noted. Numbers listed below are Hubbell:

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 962

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 6BASIC ELECTRICAL MATERIALS AND METHODS

1. 15A 3PG 125 volt duplex - No. HBL5262

2. 20A 3PG 125 volt duplex - No. HBL5362

3. 20A 3PG 125 volt ground fault interrupter receptacle; GFI receptacles shall conform to the 2006 UL requirements to a) interrupt power to the unit in the event of internal failure, or b) provide an audible or visual indication of internal failure of the GFI; No. GF20 or equal. Through wiring to down stream GFI designated receptacles is not acceptable.

4. 15A 3PG 125 volt half controlled duplex receptacle - No. BR15C1(color), with permanent "controlled" marking, factory applied.

5. 20A 3PG 125 volt half controlled duplex receptacle - No. BR20C1(color), with permanent "controlled" marking, factory applied.

6. 15A 3PG 125 volt full controlled duplex receptacle - No. BR15C2(color), with permanent "controlled" marking, factory applied.

7. 20A 3PG 125 volt full controlled duplex receptacle - No. BR20C2(color), with permanent "controlled" marking, factory applied.

8. GFI Module (blank face), no indicator light, 20A - No. GFBF20 or equal.

9. All receptacles located in exterior or wet locations shall be corrosion resistant with UV stabilized body.

F. Plates: Leviton, or equal, except as noted:

1. The color of all faceplates shall match the color of the devices installed under/in the faceplate, except as specifically noted otherwise.

2. For flush outlet boxes, for switches, and receptacles: 302 brushed stainless steel, unless otherwise noted.

3. Plates for surface-mounted outlets: galvanized steel unless otherwise noted.

4. Weatherproof duplex receptacle plates for exterior locations with ground fault interrupter receptacles in type FS or FD boxes - Hubbell #WPFS26 or compatible equal. Verify cover compatibility with box type and device installed.

5. Plates for flush tele/data boxes: white nylon or as otherwise directed - provide and install at each tele/data outlet plate to match duplex power outlet plate, for jack installation under Section 27 00 00. Where the power and tele/data outlet boxes are shared the plate shall be continuous in multi-gang locations. See drawings.

G. Equipment Disconnects: All disconnects shall be located to allow proper code required clearance in each area. Locations shown on drawings are diagrammatic only.

The contractor shall coordinate exact locations in the field (with other trades) prior to rough-in to insure proper clearances.

1. Motor Disconnect Switches and Safety Switches: General Electric Company Heavy Duty Type "THD", cover interlocked with operating handle so that cover cannot be opened with switch in closed position and switch cannot be closed with cover in open position. 240V or 480V rating, single or multi-pole as required or as noted on drawings, in Nema 1 enclosure indoors or Nema 3R enclosure outdoors unless otherwise noted. Provide dual element motor circuit fuses sized as recommended by equipment manufacturer (for final equipment actually installed).

2. Code required disconnects: Provide a local disconnect in addition to the branch circuit protection device for all equipment as required by code (whether shown or not). Disconnects shall consist of a motor rated switch (or disconnect) for all motor loads less than 3/4HP or other suitable disconnect sized to match branch circuit conductors and load current of equipment, with number of poles as required.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 963

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 7BASIC ELECTRICAL MATERIALS AND METHODS
H. Lugs and Connectors: Thomas and Betts "lock-tite", for No. 4 and larger wire; 3M "Scotchlock" fixed spring screw-on type wire connectors with insulator for No. 6 and smaller wire.

1. All splices shall be made up with screw-on type connectors - no plug-in or push-in style connectors acceptable. Wires shall be solidly twisted together with electricians pliers before screw-on connector is installed to ensure a proper connection in the event of wire nut failure. No exceptions.

2. Connectors listed or labeled for “no wire twisting required” are not an acceptable substitute for actual wire twisting.

3. Utilize porcelain type connectors in all high temperature environments (above 105 degrees Celsius).

I. Splice Insulation: "Scotch" electrical tape with vinyl plastic backing or rubber tape with protective friction tape for interior work.

1. Splices in electrical cables of 600 volt insulation class in underground system duct shall be made only in accessible locations such as pullboxes, light pole handholes, etc., using a compression connector on the conductor and by insulating and waterproofing (for exterior and underground locations) by one of the following methods:
a. Cast type splice insulation shall be provided by means of a molded casting process employing a thermosetting epoxy resin insulating material which shall be applied by a gravity poured method or by a pressure injected method. The component materials of the resin insulation shall be in a packaged form ready for convenient mixing after removing from the package. Do not allow the cables to be removed until after the splicing material has completely set. b. Gravity poured method shall employ materials and equipment contained in an approved commercial splicing kit which includes a mold suitable for the cables to be applied. When the mold is in place around the joined conductors, the resin mix shall be prepared and poured into the mold. Do not allow cables to be moved until after the splicing materials have completely set.

J. Identification: Refer to Section 26 05 00.

K. Firestopping: as manufactured by 3M Fire Protection Products or equal.

1. Fire-rated and smoke barrier construction: Maintain barrier and structural floor fire and smoke resistance ratings including resistance to cold smoke at all penetrations, connections with other surfaces or types of construction, at separations required to permit building movement and sound vibration absorption, an at other construction gaps.

2. Systems or devices listed in the UL Fire Resistance Directory under categories XHCR and XHEZ may be used, providing that it conforms to the construction type, penetration type, annular space requirements and fire rating involved in each separate instance, and that the system be symmetrical for wall penetrations.

Systems or devices must be asbestos free.

DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 964

ARCHITECTS MA RICHMOND SHIMADA FRIENDSHIP PARK
Restroom Building Reconstruction Project
26 27 00 - 8BASIC ELECTRICAL MATERIALS AND METHODS
PART 3 - EXECUTION

3.1 REFER TO BASIC ELECTRICAL REQUIREMENTS - SECTION 26 05 00 FOR WORK UNDER THIS SECTION.

3.2 TESTS
A. Testing and Inspection: See Section 26 08 00 - Testing.

END OF SECTION
DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 965
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

ACORD Certificate of Liability Insurance
Standard Form

ACORDTM CERTIFICATE OF LIABILITY INSURANCE

DATE
(MM/DD/YY)

THIS CERTIFICATE IS ISSUED AS MATTER OF

INFORMATION ONLY AND CONFERS NO RIGHTS UPON
THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES

NOT AMEND, EXTEND OR ALTER THE COVERAGE
AFFORDED BY THE POLICIES BELOW.

PRODUCER

INSURERS AFFORDING COVERAGE

INSURER A:

INSURER B:

INSURER C:

INSURER D:

INSURED

INSURER E:

COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.

NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INS
R
LTR

TYPE OF INSURANCE POLICY
NUMBER

POLICY EFFECTIVE

DATE (MM/DD/YY)
POLICY

EXPIRATION

DATE (MM/DD/YY)
LIMITS
GENERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one fire) $ CLAIMS MADE OCCUR MED EXPENSE (Any one person) $
_______________________________ PERSONAL & ADV INJURY $ _______________________________

GENERAL AGGREGATE $
GEN’L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $

POLICY
PRO-
JECT

LOC

AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
(Ea accident)
$
ANY AUTO $
ALL OWNED AUTOS $

SCHEDULED AUTOS

BODILY INJURY
(Per person) $
HIRED AUTOS $

NON-OWNED AUTOS

BODILY INJURY
(Per accident) $
_______________________________ $

PROPERTY DAMAGE
(Per accident) $
GARAGE LIABILITY AUTO ONLY–EA ACCIDENT $
ANY AUTO EA ACC $

OTHER THAN
AUTO ONLY: AGG $

EXCESS LIABILITY EACH OCCURRENC

OCCUR CLAIMS MADE AGGREGATE
$
DEDUCTIBLE $

RETENTION $

WC STATU-

TORY LIMITS
OTHER
E.L. EACH ACCIDENT $
E.L. DISEASE – EA EMPLOYEE $
WORKERS’ COMPENSATION AND

EMPLOYERS LIABILITY

E.L. DISEASE – POLICY LIMIT $
OTHER

DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL/PROVISIONS

CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: ____ CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE

EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ______ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE

LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES.

AUTHORIZED REPRESENTATIVE

ACORD 25-S (7/97) © ACORD CORPORATION 1988
COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 966
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

IMPORTANT

If the certificate holder is an ADDITIONAL IN SURED, the policy(ies) must be endorsed.

A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A stat ement on this certific ate does not confer rights to the certificate holder in lieu of such endorsement(s).

DISCLAIMER

The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.

COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 967
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

SAMPLE Endorsements
Preferred form

Reproduction of Insurance Services Office, Inc. Form

POLICY NUMBER: COMMERCIAL GENERAL LIABILITY

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED—OWNERS, LESSEES OR

CONTRACTORS (FORM B)

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART.

SCHEDULE

Name of Person or Organization:

(If no entry appears above, information requir ed to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)

WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedul e, but only with respect to li ability arising out of “your work” for that insured by or for you.

CG 20 10 11 85 Copyright, Insura nce Services Office, Inc., 1982 COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 968
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

SAMPLE Endorsements
Acceptable form when combined with CG 20 37 10 01
Reproduction of Insurance Services Office, Inc. Form

POLICY NUMBER: COMMERICAL GENERAL LIABILITY
CG 20 10 10 01

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

AMENDMENT OF LIMITS OF INSURANCE (DESIGNATED PROJECT OR PREMISES)

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Designation of Project Or Premises:

(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)

A. Section II – WHO IS AN INSURED is amended to include as an in sured the person or organization shown in the Schedule but only wi th respect to liability arising out of your ongoing operations performed for the insured.

B. With respect to the insurance afforded to these additional insureds, the following exclusion is added:

1. Exclusions

This insurance does not apply to “bodily injury” or “property damage” occurring after:

(1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than se rvice, maintenance or repairs) to be performed by or on behalf of the addition al insured(s) at the site of the covered operations has been completed; or

(2) That portion of “your work” out of which the injury or damage arises has been put to its intended use by any person or organization other than contractor or subcontractor engaged in performing oper ations for a principal as part of the same project.

CG 20 10 10 01 Page 1 of 1
ISO Properties, Inc., 2000

COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 969
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

SAMPLE Endorsements
Acceptable form when combined with CG 20 10 10 01
Reproduction of Insurance Services Office, Inc. Form

POLICY NUMBER: COMMERICAL GENERAL LIABILITY
CG 20 37 10 01

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name of Person or Organization:

Location And Description of Completed Operations:

Additional Premium:

(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)

Section II – WHO IS AN INSURED is amende d to include as an insured the person or organization shown in the Schedule but only with respect to li ability arising out of “your work” at the location designated and desc ribed in the Schedule of this endorsement performed for that insured and included in the “products-completed operations hazard.”

CG 20 37 10 01 Page 1 of 1
Copyright, ISO Properties, Inc., 2000

COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 970
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

SAMPLE Endorsement
Waiver of Subrogation – Workers’ Compensation
FOUR STATE COMPENSATION INSURANCE FUND FORMS:

Reproduction of State Compensation
Insurance Fund Form
Certificate of Workers’ Compensation Insurance
STATE P.O. BOX 807, SAN FRANCISCO, CALIFORNIA 94101

COMPENSATION

INSURANCE
FUND CERTIFICATE OF WORKERS’ COMPENSATION INSURANCE

POLICY NUMBER:

CERTIFICATE EXPIRES:

⎡
|

|
⎣

This is to certify that we have issued a valid Workers’ Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated.

This policy is not subject to cancellation by the Fund except upon 30 days’ written notice to the employer.

We will give you 30 days’ advance notice should this policy be canceled prior to its normal expiration.

This certificate of insurance is not an insurance policy and odes not amend, extend or alter the coverage afforded by the polic ies listed herein. Notwithstanding any requireme nt, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies.

PRESIDENT

(Note: following text is typewritten addition to printed form)

THE STATE COMPENSATION INSURANCE FUND WAIVES ANY RIGHT OF SUBROGATION ENDORSEMENT #2570.

AGAINST (ENTITY) ______________________ , ITS OFFICIALS, EMPLOYEES AND VOLUNTEERS BY REASON OF ANY PAYMENT UNDER THIS POLICY.

ENDORSEMENT #0015 ENTITLED ADDITIONAL INSURED EMPLOYER EFFECTIVE IS ATTACHED TO AND FORMS A PART OF THIS POLICY. ADDITIONAL INSURED EMPLOYER: ___________________________

ENDORSEMENT #2065 ENTITLED 30 DAY CANCELLATION NOTICE EFFECTIVE IS ATTACHED TO AND FORMS A PART OF THIS POLICY.

LIABILITY OF THE STATE COMPENSATION INSURANCE FUND IS LIMITED TO ______________ FOR ALL DAMAGES FOR ONE OR MORE CLAIMS RESULTING FROM EACH ACCIDENT OF OCCURRENCE ARISING OUT OF ANY ONE EVENT.

EMPLOYER

COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 971
City of Richmond - Insurance Requirements for Non Profit Organizations (not for construction projects):

Services up to $100,000

SAMPLE Endorsement
Waiver of Subrogation – Liability
Reproduction of Insurance Services Office, Inc. Form

POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 24 04 10 93

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US

This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

OCP LIABILITY COVERAGE PART

SCHEDULE

Name of Person or Organization:

(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)

The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV - COMMERCIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following:

We waive any right of recovery we may have agai nst the person or organization shown I the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or “your work” done under a contract with that person or organization and incl uded in the “products-completed operations hazard.” This waiver applies only to the person or organization shown in the Schedule above.

CG 24 04 10 93 Copyright, Insurance Services Office, Inc., 1992

COR *SAMPLE* INSURANCE CERTIFICATE AND ENDORSEMENT DOCUMENTS DocuSign Envelope ID: DF7428C3-FBE3-4607-8AB8-16CEB57243E2 972
1 MR Builders

FIRST AMENDMENT TO

CONSTRUCTION AGREEMENT BETWEEN THE CITY OF RICHMOND AND DMR

BUILDERS

This First Amendment to the Construction Agreement (the “First Amendment”) is entered into as of April 18, 2023, by and between the City of Richmond, a municipal corporation and charter city (“City”) and DMR Builders (“Contractor”), with reference to the following facts.

RECITALS

A. City and Contractor entered into that certain Construction Agreement dated May 17, 2022 (the “Agreement”) to furnish construction of the Shimada Park Restrooms roof reconstruction at . CA Park Richmond Marina, Richmond, CA (the “Project”).

B. The Parties now desire to enter into this First Amendment in order to increase the expenditures under the Construction Agreement by an additional not-to-exceed sum of $22,026 (the “Additional Expenditures”), for a total amount not-to exceed a total contract amount of $247,026.

NOW THEREFORE, in consideration of the recitals hereof, and other mutual covenants and promises contained herein and for other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree to amend the Agreement as follows:

Section 1 Amendment to Payments.

The Construction Agreement is hereby amended by this First Amendment in order to increase the Original Amount by the Additional Expenditures to reflect a new total of authorized expenditures under the Construction Agreement, equal to the First Amended Amount.

Section 2. Amendment to Scope of Work.

The Construction Agreement is hereby amended by this First Amendment in order to add unforeseen roof structure damaged repaired work to the Project as set forth in Attachment 1.

Section 3. Miscellaneous.

(a) Except as amended by this First Amendment, the Construction Agreement has not been modified and is in full force and effect.

(b) Each of the individuals executing this First Amendment on behalf of the Contractor and City individually represents and warrants that he or she has been authorized to do so and has the power to bind the party for whom they are signing.

(c) This First Amendment may be signed in any number of counterparts with the same effect as it the signatures to each counterpart were upon a single instrument and is intended 973
2 to be binding when all parties have delivered their signatures to the other parties. Signatures may be delivered by facsimile or electronic transmission. All counterparts shall be deemed an original of this First Amendment.

(d) WHEREFORE, the Parties have executed this First Amendment on or as of the date first above written.

IN WITNESS WHEREOF, City and Contractor have executed this First Amendment duly authorized representatives, all on the date first written above.

Reviewed By:

_______________________
City Attorney

ATTEST:

_______________________________
City Clerk

CITY:

CITY OF RICHMOND, a municipal corporation and
charter city

By: _________________________________

Name: Shasa Curl
Its: City Manager

CONTRACTOR:

DMR BUILDERS

By: _________________________________

Name:

Its:

974
3 Attachment 1

Contractor shall complete the additional work as described in PCO-1.0, PCO-2.0, PCO-3.3, PCO-4.0, PCO-5.0, PCO-6.0, PCO-8.0, and DCO-1.0. See attached PCO Log.

The additional work required by the above PCO’s include repair and replacement of unforeseen degraded building components including metal louvers and skylights, replacement of women’s restroom partitions, and three additional roof ventilators as required by the City of Richmond Building Department.
975

Submitted Approved Cost/Credit
New Contract
Total

1.00 Stumbaugh 7/25/2022 8/24/2022 5,491.25$ $213,266.25

2.00 DMR 8/18/2022 8/24/2022 5,327.61$ $218,593.86

3.30 Westech Roof 10/24/2022 10/24/2022 8,846.37$ $227,440.23

4.00 DMR 9/23/2022 9/26/2022 6,789.83$ $234,230.06

5.00 DMR 9/26/2022 9/26/2022 10,701.81$ $244,931.87

6.00 DMR 10/12/2022 10/21/2022 3,102.52$ $248,034.39

7.00 Skyhawk 12/12/2022 1,690.50$

8.00 DMR 12/13/2022 278.46$

1.0 DCO DMR 11/9/2022 (645.60)$
Replace 2 ADA restroom signs
DCO per ASI-07.2
Proposed Change Order (PCO) LOG
PCO # Sub Description of PCO
Job Name:

Contact:

Original Contract $
Shimada Friendship Park
Mark Albertson Architect
$207,775.00
Dates Accounting
Change partitions to embossed s.s
New skylight panels per RFI 2.0
Add 3 roof ventilator per ASI-02
Remove & Install new door per ASI-05
Replacement Louvers
Supply & Install additonal beams
Relocate Junction Box at top of Janitors Room Wall
$248,312.85
$247,667.25
976