Agenda packet, first session — Garden Grove City Council, February 25, 2025

AGENDA

Garden Grove City Council

Tuesday, February 25, 2025
6:30 PM

Community Meeting Center
11300 Stanford Avenue
Garden Grove, California 92840
Stephanie Klopfenstein
Mayor
Joe DoVinh
Mayor Pro Tem – District 4
George S. Brietigam
Council Member – District 1
Phillip Nguyen
Council Member – District 2
Cindy Tran
Council Member – District 3
Yesenia Muñeton
Council Member – District 5
Ariana Arestegui
Council Member – District 6

Meeting Assistance: Any person requiring auxiliary aids and services, due to a disability, to address the City Council, should contact the City Clerk's Office 72 hours prior to the meeting to arrange for accommodations. Phone: (714) 741-5040.

Agenda Item Descriptions: Are intended to give a brief, general description of the item. The City Council may take legislative action deemed appropriate with respect to the item and is not limited to the recommended action indicated in staff reports or the agenda.

Documents/Writings: Any revised or additional documents/writings related to an item on the agenda distributed to all or a majority of the Council Members within 72 hours of a meeting, are made available for public inspection at the same time (1) in th e City Clerk's Office at 11222 Acacia Parkway, Garden Grove, CA 92840, during normal business hours; (2) on the City's website as an attachment to the City Council meeting agenda; and (3) at the Council Chamber at the time of the meeting.

Public Comments : Members of the public who attend the meeting in -person and would like to address the City Council are requested to complete a pink speaker card indicating their name and address, and identifying the subject matter they wish to address. This card should b e given to the City Clerk before the meeting begins. General comments are made during "Oral Communications" and should be limited to matters under consideration and/or what the City Council has jurisdiction over. Persons wishing to address the City Council regarding a Public Hearing matter will be called to the podium at the time the matter is being considered.

Manner of Addressing the City Council: After being called by the Mayor, you may approach the podium, it is requested that you state your name for the record, and proceed to address the City Council. All remarks and questions should be addressed to the City Council as a whole and not to individual Council Members or staff members. Any person making impertinent, slanderous, or profane remarks or who becomes boisterous while addressing the City Council shall be called to order by the Mayor. If such conduct continues, the Mayor may order the person barred from addressing the City Council any further during that meeting.

Time Limitation: When any group of persons wishes to address the City Council on the same subject matter, the Mayor may request a spokesperson be chosen to represent the group, so as to avoid unnecessary repetition. At the City Council's discretion, a limit on the total amount of time for public comments during Oral Communications and/or a further limit on the time allotted to each speaker during Oral Communications may be set.

PLEASE SILENCE YOUR CELL PHONES DURING THE MEETING.
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AGENDA

ROLL CALL: COUNCIL MEMBER BRIETIGAM, COUNCIL MEMBER NGUYEN, COUNCIL MEMBER TRAN, COUNCIL MEMBER MUÑETON, COUNCIL MEMBER ARESTEGUI, MAYOR PRO

TEM DOVINH, MAYOR KLOPFENSTEIN

INVOCATION

PLEDGE OF ALLEGIANCE TO THE FLAG OF THE UNITED STATES OF AMERICA

PRESENTATIONS

1. Information on the 50th Anniversary Americana Awards as presented by Howard Kimmerman, Executive Director of Cypress College Foundation.

[Item 41/2025]

ORAL COMMUNICATIONS (TO BE HELD SIMULTANEOUSLY WITH OTHER

LEGISLATIVE BODIES)

RECESS

CONDUCT OTHER LEGISLATIVE BODIES' BUSINESS

RECONVENE

CONSENT ITEMS (CONSENT ITEMS WILL BE ACTED ON SIMULTANEOUSLY

WITH ONE MOTION UNLESS SEPARATE DISCUSSION AND/OR ACTION IS

REQUESTED BY A COUNCIL MEMBER)

2. Adoption of the proposed legislative platform for the 2025-26 Legislative Session. (Action Item)

[Item 60/2025]

3. Acceptance of Project No. S-1329 Roof Replacement at the Tibor Rubin Branch Library, as complete. (Action Item)

[Item 58/2025]

4. Acceptance of Project No. S-1330 Roof Replacement at the Chapman Branch Library, as complete. (Action Item)

[Item 57/2025]

5. Acceptance of Project No. S-1333 Phase Two Amphitheater Roof Replacement Project, as complete. (Action Item)

[Item 53/2025]

Page 3 of 3 ends

6. Approval of out-of-state travel to attend 2025 ICSC Las Vegas, at the Las Vegas Convention Center from May 18, through May 20, 2025. (Action Item)

[Item 61/2025]

7. Approval of overnight travel to attend the 2025 SCAG Regional Conference and General Assembly in the Palm Desert from May 1 through May 2, 2025. (Action Item)

[Item 69/2025]

8. Award a contract to Letner Roofing Co., for roof replacements of two buildings at the Garden Grove Municipal Service Center located at 13802 Newhope Street, Garden Grove. (Cost:$66,400)(Action Item)

[Item 55/2025]

9. Award a contract to Civiltec Engineering, Inc., for professional engineering services for Construction Management and Inspection Services for the Well No. 19 Rehabilitation Project. (Cost: $119,245)(Action Item)

[Item 51/2025]

10. Authorization to Accept the 2024 Proposition 69 – DNA Identification Fund Award. (Amount: $105,000)(Action Item)

[Item 47/2025]

11. Receive and file warrants. (Action Item)

[Item 68/2025]

COMMISSION/COMMITTEE MATTERS

12. Appointment of Housing Authority Tenant Commissioners. (Action Item)

[Item 66/2025]

ITEMS FOR CONSIDERATION

13. Award a contract to C.I. Services, Inc. for the Garden Grove City Hall Roof Replacement Project located at 11222 Acacia Parkway, Garden Grove. (Cost: $374,766)(Action Item)

[Item 54/2025]

MATTERS FROM THE MAYOR, CITY COUNCIL MEMBERS, AND CITY MANAGER

ADJOURNMENT

The next Regular Meeting is scheduled for Tuesday, March 11, 2025, at 5:30 p.m. in the Community Meeting Center, 11300 Stanford Avenue, Garden Grove, California, 92840.

HAPPY EARLY BIRTHDAY COUNCIL MEMBER TRAN!
3 Item 60/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Matthew West
Dept:

City Manager Dept: City Manager
Date: 2/25/2025

Subject: Adoption of the proposed legislative platform for the 2025-26 Legislative Session. (Action Item)

OBJECTIVE

To provide a proposed legislative advocacy platform for the 2025-26 Legislative Session for City Council consideration and approval.

BACKGROUND

Each year, the State Legislature and United States Congress consider several hundred legislative proposals, many of which may have a significant impact on the City. To increase the efficiency and effectiveness of the City’s legislative advocacy program, the City Council periodically adopts an updated legislative platform, which serves as the foundation for the City’s advocacy strategy. Adoption of the legislative platform allows the Mayor or City Manager to send letters to the Legislature and Congress consistent with the platform. Additionally, the platform provides a vehicle for summarizing the City Council’s positions on various priority issues without precluding the consideration of additional legislative and budget issues that arise during the legislative session.

DISCUSSION

With the current California Legislative Session recently underway, staff has reviewed and updated the City’s current legislative platform. The proposed legislative platform is similar to the prior platform, with the addition of items that have been identified by City departments as important new advocacy issues, and the elimination of a few items that are no longer priorities.

Once adopted by the City Council, the platform will be used by staff to respond to legislative proposals. Utilizing this pre-approved list will allow the City to take timely action on top priority bills. Additionally, the list will be used in ongoing discussions with elected officials serving Garden Grove regarding the City’s priorities and concerns. The legislative platform will guide the City until a subsequent platform is adopted by the City Council.

4 Item 60/2025

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FINANCIAL IMPACT

There is no financial impact for the City Council to approve the proposed legislative advocacy platform for the 2025-26 Legislative Session.

RECOMMENDATION

It is recommended that the City Council:
 Adopt the attached legislative platform for the 2025-26 Legislative Session.

By: Shawn Park, Assistant to the City Manager

ATTACHMENT(S)

1. Legislative Advocacy Program 2025-26

5 City of Garden Grove
Legislative Advocacy Program

The City Manager's Office coordinates an active legislative advocacy program focused on protecting the interests of our community and identifying resources available to enhance City services and programs. Our legislative efforts include researching and monitoring federal and state bills, preparing letters and related communications in response to proposed legislation, and working with our legislative representatives and their staffs to promote the interests of our community. The City Council and City Manager's Office works closely with our elected representatives as well as with the League of California Cities (LOCC) and Association of California Cities Orange County (ACCOC), to influence policy decisions that affect cities and support and preserve local control and local funding.

Legislative Platform

The 2025-26 Legislative Platform provides a framework for the City of Garden Grove’s Legislative Program. Adopted biennially or as changes are needed , the City’s Legislative Platform is the foundation of a focused advocacy strategy and serves as a reference guide for legislative positions and objectives that provide direction for the City Council and staff throughout the year. (See attached Legislative Platform.)

The primary objective of the Legislative Platform is for the City Council to adopt official City positions on clearly stated legislative issues at the start of the legislative session. By doing this, the legislative approval process is streamlined by receiving clear direction at the beginning of the legislative session from the City Council on pertinent legislative issues.

The Legislative Platform is developed and maintained using the goals and objectives of the City Council, a review of legislative priorities from the League of California Cities, the Association of California Cities Orange County, input from City Council and Staff, research of current law and pending legislation, as well as discussions with local legislative staff and the City’s legislative advocates.

Federal and state legislative proposals and policies consistent with the Legislative Platform may be supported by the City. Those policies or proposals inconsistent with this agenda may be opposed by the City. For proposed legislation, either consistent with the City’s Legislative Platform or consistent with legislative positions the City has taken in the past, City staff shall be authorized to prepare position letters for the Mayor’s signature. Items not addressed in the City’s Legislative Platform may require further Council direction.

Legislative priorities may only address issues directly relevant to or impacting the provision of municipal services. Generally, the City will not address matters that are not pertinent to the City’s local government servi ces such as social or international issues. City departments are encouraged to monitor and be knowledgeable of any 6 2

Approved by City Council
February 25, 2025
legislative issues related to their discipline. Any requests for the City to take a position on a legislative matter must be directed to the City Manager’s Office. City departments may not take positions on legislative issues without City Manager’s Office review and approval.

Program Goals and Strategies/Actions

The Legislative Advocacy Program Goals and Strategies/Actions are outlined below.

Program Goals:

 Advocate the City’s legislative interests at the Federal, State and County levels.  Inform and provide information to our Legislators, City Council, and Staff on the legislative process and key issues and legislation that could have a potential impact on the City.
 Serve as an active participant with other local governments, the League of California Cities, Association of California Cities Orange County, regional agencies such as Orange County Transportation Authority ( OCTA), Southern California Association of Governments ( SCAG), Orange County Sanitation District (OCSD), Orange County Water District (OCWD) and local professional organizations on legislative/regulatory issues that are important to the City and our Region.
 Seek grant and funding assistance for City projects, services, and programs to enhance services for our community.

Strategies/Actions:

I. Communicate legislative positions on proposed Federal, State, and County legislation, measures, initiatives, and governmental regulations.

A. Work with city departments and our legislative advocates to develop positions on proposed Federal and State legislative measures.

B. Staff will review the positions and analysis done by the League of California Cities, Association of California Cities Orange County, our legislative advocates’ feedback, and other local government/professional associations in formulating our positions.

C. The City will take positions only on proposals that clearly impact our City or are a threat to local control.

D. Actively track key bills through the legislative process, utilizing the City’s advocacy services, various Legislative websites, and government/professional associations.

E. Communicate the City’s position to our Federal, State, and County Legislators, bill author(s), commi ttees, and Legislature, through correspondence, testimony, and in-person meetings.

F. Work cooperatively with other cities, associations, and the League of California Cities and the Association of California Cities Orange County on advocating our legislative positions.
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Approved by City Council
February 25, 2025
G. As necessary, participate in the drafting and amending of proposed Federal and State measures that have the potential to significantly impact the City.

H. Meet with Legislators and their representatives, as well as other Federal, State and Count y government officials on a regular basis, to discuss local government issues, proposed legislation, requests for funding assistance, and City programs and services.

II. Seek Federal, State, and County funding through appropriations, grants, and other discretionary funding for City projects, services, and programs.

A. Identify City projects for potential submittal for Federal appropriations consideration. Develop a submittal packet for Legislators that provides information and need for the projects.

B. Provide information to City departments on potential grant funding opportunities and recognition programs.

C. Advocate and request letters of support for City projects and grant applications or other resources that are being considered for Feder al, State, and Co unty funding.

III. Work closely with the League of California Cities, the Association of California Cities Orange County, our legislative advocates, and other cities and organizations in advocating for the City’s Federal, State, and County legislative interests.

A. Actively participate in the League of California Cities’ Orange County Division and Association of California Cities Orange County activities.

B. Participate in League of California Cities and Association of California Cities Orange County p olicy committees and other organization briefings and activities in order to stay updated on trends, upcoming initiatives, and pending legislation.

C. Support the League of California Cities Multi -Year Strategic Initiatives and Advocacy Strategies.

D. Interact with other cities on issues of mutual concern or impact.

E. Interact with regional groups that are involved with legislative programs (e.g., Chamber of Commerce, OCTA, SCAG, CalTrans, OCSD, OCWD, SCAQMD, etc.) F. Review requests from other governmental and regional organizations to consider supporting their legislative positions and/or funding requests.

IV. Share information with the City Council, City staff, and the community on legislative issues.

A. Work closely with department heads and staff to determine their legi slative priorities and funding needs for the upcoming legislative session.

B. Provide updates on legislative issues to the Council and departments throughout the year.

C. Educate and involve the community in the City’s advocacy efforts on legislative issues and State/Federal funding requests.

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CITY OF GARDEN GROVE

LEGISLATIVE PLATFORM
2025-26 LEGISLATIVE SESSION

FINANCE

1. Oppose new unfunded state and federal mandates, and support full cost reimbursement of existing mandates.

2. Oppose legislation that shifts tax revenues away from local governments without the adequate provision of a constitutionally guaranteed backfill to offset the lost revenues.

3. Support generation, protection and timely allocation of local funding distributed by the state.

4. Support legislative efforts that protect locally generated revenues or tax revenues allocated to cities.

5. Support the retention of internet sales tax revenues in the jurisdiction where the purchase was made.

PUBLIC SAFETY

1. Support measures that encourage community safety and well-being.

2. Support legislative efforts to grant state and federal funding to supplement local law enforcement and fire suppression to facilitate the efficient delivery of public safety services and to provide equipment to maintain the safety, security and quality of life for Garden Grove residents.

3. Support legislation that protects Community Oriented Policing Services (COPS) funding and provides for additional funding for local agencies to recoup the costs of crime and increase community safety.
9 5

4. Oppose any legislation that would limit or restrict t he City’s ability to collect fees for the expense of an emergency response (e.g., non-resident medical aid fee).

5. Support legislation that preserves the City’s rights to deliver emergency medical services pursuant to Health and Safety Code 1797.201.

6. Support legislation and grants that provide funding for equipment upgrades, training and capital improvements, including funding to enhance Emergency Operation Centers.

7. Support increased funding for law enforcement training costs related to homelessness and mental health.

8. Support legislative efforts to improve fire suppression and prevention, hazardous materials mitigation, emergency medical services, and disaster preparedness initiatives.

9. Support legislation that seeks to reimburse the City for overtime costs, training, and equipment, paid to and for fire suppression personnel who are fighting statewide wildland fires, attending regional trainings, and promoting interoperability through the upgrade and replacement of outdated equipment.

10. Oppose attempts to eliminate local control of alcohol beverage establishments.

11. Support funding for community-based gang diversion programs.

12. Oppose any further legislative attempts at early release of incarcerated prisoners and further de-criminalization of “non-violent” offenses.

13. Support legislation that provides tools and resources cities need to respond to changes in statewide criminal sentencing policies (i.e., AB 109, Proposition 47, and Proposition 57).

14. Support legislation to provide for local regulation and con trol of massage establishments.

15. Support legislation that protects local priorities and control pertaining to implementation of the Adult Use of Marijuana Act.

10 6

COMMUNITY SERVICES

1. Support legislation and grants to fund parks, recreation and capital improvements, and programs to increase the quality of life for Garden Grove residents.

2. Support funding for community -based efforts to address the social, recreational and developmental needs of youth and seniors.

3. Support funding for local art programs and installations.

EMPLOYEE RELATIONS

1. Oppose any reduction in loc al control over public employee disputes, or imposition of regulations of an outside agency.

2. Oppose any measure expanding public employees’ ability to strike.

3. Support continued workers compensation reforms to prevent fraud and abuse of the workers’ compensation system.

4. Support workers’ compensation reforms that protect the ability of employers to challenge the work-relatedness of illnesses claimed by public employees in workers’ compensation cases, and to overcome presumptions that illnesses are work related.

5. Oppose imposition of new or enhanced mandated employee benefits, including the mandatory expansion of benefits to part-time employees or retirees.

6. Oppose any efforts to expand the length of "4850" time for safety employees on industrial injury leave.

7. Oppose any measures designed to insert state control or influence over the municipal bankruptcy process as a way to prevent the renegotiati on of financially unsustainable labor agreements.

8. Oppose any state legislation that would mandate interest arbitration in labor disputes.

9. Support legislation that helps cities address pension liability issues. 11 7

ENVIRONMENTAL QUALITY

1. Support measures which provide for cooperative efforts to reduce air pollution through the reduction of actual emissions, rather than vehicle trips and vehicle miles traveled.

2. Support measures that maintain and enhance local decision making authority, where appropriate , in the development and implementation of air quality attainment strategies.

3. Support measures that maintain and enhance local authority and flexibility to regulate solid waste and recyclables.

4. Support measures to increase water supply, encourage conservation of water resources and improve drinking water quality in the region.

5. Support state, federal or other funding for water reuse technologies and drought and other water related infrastructure improvements.

6. Support measures to provide for and promote the use of reclaimed water.

7. Oppose efforts to make all National Pollution Discharge Elimination System (NPDES) permits the same. Requirements of Los Angeles or San Diego permits may be too onerous or not applicable. Orange County’s permit should be tailored to our region/watershed.

8. Support State General funding for local and regional efforts that educate the public on urban runoff, provide for long -term capital improvements , and encourage municipalities to implement Urban Runoff Best Management Practices.

9. Oppose actions by Regional Water Quality Control Boards that impose mandates on cities that exceed State or Federal Regulations and/or are outside their jurisdictional authority to impose or enforce.

10. Oppose environmental regulations for which the costs of regulation, both direct and indirect, significantly exceed the benefits or provide only minimal protections.

12 8

HOUSING

1. Oppose any reduction in the housing or community development authority of municipalities.

2. Support the legislative authority of local governments to implement reasonable housing occupancy standards.

3. Support legislation that protects and expands investments (i.e. capital improvements, services, etc.) to prevent and reduce homelessness and the ability to enforce quality of life ordinances and policies (i.e. anti -camping, loitering, etc.).

4. Support legislation that protects and expands financing tools for affordable housing.

5. Oppose any reductions to HUD funded programs (i.e. Section 8 Housing Choice Voucher Program , Community Development Block Grant, and the Home Investment Partnerships Program) and support full program funding.

COMMUNITY & ECONOMIC DEVELOPMENT

1. Support efforts to preserve, strengthen, and protect local control over land use, planning and zoning, and the public right-of-way.

2. Support efforts to expand economic development tools and reduce regulation, including advocating for new tax increment financing and other economic development tools and supporting reductions in burdensome state regulations, to support job creation and a stronger economy.

3. Support targeted CEQA reform, including; 1) better defining “standing” or who are interested parties entitled to bring legal actions to challenge local environmental findings, 2) eliminating last minute “data dumps”, 3) creating a broad, simplified exemption for infill housing , 4) providing additional judicial training, 5) encouraging courts to show greater deference to the CEQA statute and regulations, and 6) providing clearer par ameters and guidance for significance thresholds and mitigation measures.

13 9

4. Support legislation that provides local agencies with regulatory tools related to short-term rentals, recovery homes, and other uses in residential areas that have the ability to affect quality of life.

5. Oppose legislation that further erodes cities’ ability to leverage real estate assets to directly, or indirectly, further public goals and policies.

REGIONAL ISSUES

1. Oppose new authority for sub -regional or regional bodies that infringe on municipal authority.

2. Oppose the creation of new levels of regional government.

3. Support measures to achieve fair and proportionate representation on countywide and regional boards.

TRANSPORTATION & INFRASTRUCTURE

1. Support legislation that expands infrastructure and transportation investment.

2. Support protection of dedicated transportation-related tax revenues and enhance the ability of local agencies to finance local transportation programs and facilities (e.g., Gas Tax, M2, State bond funds).

3. Support increased local discretionary authority to expend transportation funds.

4. Support measures that ensure Orange County cities receive their fair share of transportation revenues.

5. Support implementing legislation that enables faster, more efficient delivery of transportation projects.

6. Support efforts to secure funding for expansion of the OC Street Car project.

14 10

7. Support new and innovative revenue options and resources to finance critical infrastructure maintenance and construction needs for our transportation, water supply, wastewater, stormwater and other critical infrastructure systems.

LIABILITY EXPOSURE

1. Support reform of California tort law to curtail unreasonable liability exposure for cities.

2. Support reform of the California tort law system to facilitate the ability of cities to obtain affordable insurance.

15 Item 58/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Acceptance of Project No. S-1329 Roof Replacement at the Tibor Rubin Branch Library, as complete. (Action Item)

OBJECTIVE

For the City Council to accept Project No. S-1329 Roof Replacement at the Tibor Rubin Branch Library located at 11962 Bailey Street, as complete.

BACKGROUND

On June 25, 2024 City Council awarded a contract to Southland Roofing Inc., in the amount of $116,000, to complete the scope of work that specified replacing the roof at the Tibor Rubin Branch Library.

DISCUSSION

The contractor, Southland Roofing Inc., has completed the roof replacement in accordance with related plans, specifications and other contract documents.

FINANCIAL IMPACT

The project was funded through the Building Rehabilitation internal service fund and was completed within budget. Accepting the project as complete will have no additional financial impact.

RECOMMENDATION

It is recommended that City Council:

 Accept Project No. S -1329 Roof Replacement at the Tibor Rubin Branch Library located at 11962 Bailey St. Garden Grove, as complete;
 Authorize the City Manager , or designee, to execute the Notice of Completion of Public Works Improvement and Work; and
16 Item 58/2025

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 Authorize the Finance Director to release the retention payment when appropriate to do so.

By, Phillip Carter, Facilities Manager

ATTACHMENT(S)

1. Notice of Completion

17 RECORDING REQUESTED BY

When Recorded Mail To:

City Clerk
City of Garden Grove
P. O. Box 3070
Garden Grove, CA 92842

NOTICE OF COMPLETION

OF PUBLIC IMPROVEMENT AND WORK

NOTICE IS HEREBY GIVEN that The City of Garden Grove, Orange County, California, has caused a public improvement, to wit:

PROJECT NO. S-1329

OC LIBRARY TIBOR RUBIN BRANCH ROOF PROJECT

to be constructed upon the property hereinafter described. The contract for furnishing of all plant, labor, services, materials, and equipment, and all utilities and transportation, including power, fuel, and water, and performing all work necessary to construct and complete, in a good and workmanlike manner in strict accordance with the specifications, plans, and drawings therefore on file in the office of the City Clerk of the City of Garden Grove, for the construction, installation and completion of the a bove-described public improvement and work, was heretofore made and entered into with Southland Roofing, Inc., on the 21 st day of August, 2024,
and filed for record in the office of the City Clerk of the City of Garden Grove; that the work upon said public improvement has been completed, and that the Project Manager has notified the City Council that he/she has made and completed a final inspection of the materials furnished and installed and the work performed in the construction, installation, and completion of said public improvement hereinabove more particularly described and set forth, and has certified in writing to the City Council that all the provisions of th e contract and contract documents for the furnishing of all plant, labor, services, materials, and equipment, and the performing of all work necessary for the construction, installation, and completion of said public improvement above described have been fully complied with to his satisfaction as required by the contract document; that final acceptance of the construction, installation, and completion of said public improvement above described was made on the 25th day of February, 2025; that the nature of the title to said property of said City of Garden Grove is as follows: That is to say, it owns said public improvement in fee except the right-of-way upon which it is constructed, and that it owns an easement upon, over, and along said right-of-way for the purpose of the construction, installation, and completion of said public improvement herein above described and the use thereof after said completion; that the property herein above referred to and on which said public improvement is situated is described as follows, to wit:

18 PROJECT NO. S-1329
OC LIBRARY TIBOR RUBIN BRANCH ROOF PROJECT PHASE ONE(1)

NAME OF SURETY on Labor and Material Bond is: AMERICAN CONTRACTORS INDEMNITY

COMPANY
801 S Figueroa Street Suite 700
Los Angeles, CA 90017
Tel No. (310) 649-0990

DATED this day of 20

CITY OF GARDEN GROVE

By
City Manager
City of Garden Grove
ATTEST:

City Clerk
City of Garden Grove

STATE OF CALIFORNIA

COUNTY OF ORANGE

I am the Project Manager for Project No.S-1329

I have read the foregoing Notice of Completion of Public Improvement and Work, and know the contents thereof; and I certify that the same is true of my own knowledge, except as to those matters, which are therein stated upon my information or belief, and as to those matters I believe to be true.

I certify (or declare), under penalty of perjury, that the foregoing is true and correct.

Executed on February 25, 2025 at Garden Grove , California (Date) (Place)

Phillip Carter – Project Manager
Public Works Facilities Division Manager

19 Item 57/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Acceptance of Project No. S-1330 Roof Replacement at the Chapman Branch Library, as complete. (Action Item)

OBJECTIVE

For the City Council to accept Project No. S-1330 Roof Replacement at the Chapman Branch Library located at 9182 Chapman Avenue, as complete.

BACKGROUND

On June 25, 2024 the City Council awarded a contract to Southland Roofing Inc., in the amount of $116,000, to complete the scope of work that specified replacing the roof at the Chapman Branch Library.

DISCUSSION

The contractor, Southland Roofing Inc., has completed the roof replacement in accordance with related plans, specifications and other contract documents.

FINANCIAL IMPACT

The project was funded through the Building Rehabilitation internal service fund and was completed within budget. Accepting the project as complete will have no additional financial impact.

RECOMMENDATION

It is recommended that the City Council:

 Accept Project No. S-1330 Roof Replacement at the Chapman Branch Library located at 9182 Chapman Ave, as complete;
 Authorize the City Manager, or designee, to execute the Notice of Completion of Public Works Improvement and Work; and
20 Item 57/2025

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 Authorize the Finance Director to release the retention payment when appropriate to do so.

By: Phillip Carter, Facilities Manager

ATTACHMENT(S)

1. Notice of Completion

21 RECORDING REQUESTED BY

When Recorded Mail To:

City Clerk
City of Garden Grove
P. O. Box 3070
Garden Grove, CA 92842

NOTICE OF COMPLETION

OF PUBLIC IMPROVEMENT AND WORK

NOTICE IS HEREBY GIVEN that The City of Garden Grove, Orange County, California, has caused a public improvement, to wit:

PROJECT NO. S-1330

OC LIBRARY CHAPMAN BRANCH ROOF PROJECT

22 PROJECT NO. S-1330

OC LIBRARY CHAPMAN BRANCH ROOF PROJECT

NAME OF SURETY on Labor and Material Bond is: AMERICAN CONTRACTORS INDEMNITY 801 S Figueroa Street Suite 700
Los Angeles, CA 90017
Tel No. (310) 649-0990

DATED this day of 20

CITY OF GARDEN GROVE

By
City Manager
City of Garden Grove
ATTEST:

City Clerk
City of Garden Grove

STATE OF CALIFORNIA

COUNTY OF ORANGE

I am the Project Manager for Project No.S-1330

I certify (or declare), under penalty of perjury, that the foregoing is true and correct.

Executed on February 25, 2025 at Garden Grove , California (Date) (Place)

Phillip Carter – Project Manager
Public Works Facilities Division Manager

23 Item 53/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Acceptance of Project No. S-1333 Phase Two Amphitheater Roof Replacement Project, as complete. (Action Item)

OBJECTIVE

For the City Council to accept Project No. S-1333 Phase Two Amphitheater Roof Replacement Project at the Garden Grove Amphitheatre campus located at 12762 Main Street, as complete.

BACKGROUND

On September 24, 2024, the City Council awarded a contract to Chapman Coast Roofing Inc., in the amount of $119,518, to complete the scope of work that specified replacing two (2) roofs on buildings located within the Amphitheater grounds.

DISCUSSION

The contractor, Chapman Coast Roofing Inc., has completed Phase Two of the Amphitheater Roof Replacement Project in accordance with related plans, specifications and other contract documents.

FINANCIAL IMPACT

The project was funded through Building Rehab ilitation internal service fund s and was completed within budget. Accepting the project as complete will have no additional financial impact.

RECOMMENDATION

It is recommended that the City Council:

 Accept Project No. S-1333 Phase Two Roof Replacements at the Amphitheatre campus located at 12762 Main Street Garden Grove, as complete;  Authorize the City Manager , or designee, to execute the Notice of Completion of Public Works Improvement and Work; and
24 Item 53/2025

Page 2 of 2 ends

 Authorize the Finance Director to release the retention payment when appropriate to do so.

By: Phillip Carter, Facilities Manager

ATTACHMENT(S)

1. Notice Of Completion S-1333 Amphitheater Roof Project Phase II

25 RECORDING REQUESTED BY
When Recorded Mail To:

City Clerk
City of Garden Grove
P. 0. Box 3070
Garden Grove, CA 92842

NOTICE OF COMPLETION

OF PUBLIC IMPROVEMENT AND WORK
NOTICE IS HEREBY GIVEN that The City of Garden Grove, Orange County, California, has caused a public improvement, to wit:

PROJECT NO. S-1333
GARDEN GROVE AMPHITHEATER ROOF PROJECT PHASE TWOf2)
To be constructed upon the property hereinafter described. The contract for furnishing of all plant, labor, services, materials, and equipment, and all utilities and transportation, including power, fuel, and water, and performing all work necessary to construct and complete, in a good and workmanlike manner in strict accordance with the specifications, plans, and drawings therefore on file in the office of the City Clerk of the City of Garden Grove, for the construction, installation and completion of the above-described public improvement and work, was heretofore made and entered into with Chapman Coast Roof Co., on the 24th day of September , 2024, and filed for record in the office of the City Clerk of the City of Garden Grove; that the work upon said public improvement has been completed, and that the Project Manager has notified the City Council that he/she has made and completed a final inspection of the materials furnished and installed and the work performed in the construction, installation, and completion of said public improvement hereinabove more particularly described and set forth, and has certified in writing to the City Council that all the provisions of the contract and contract documents for the furnishing of all plant, labor, services, materials, and equipment, and the performing of all work necessary for the construction, installation, and completion of said public improvement above described have been fully complied with to his satisfaction as required by the contract document; that final acceptance of the construction, installation, and completion of said public improvement above described was made on the 25th day of February, 2025; that the nature of the title to said property of said City of Garden Grove is as follows: That is to say, it owns said public improvement in fee except the right-of-way upon which it is constructed, and that it owns an easement upon, over, and along said right-of-way for the purpose of the construction, installation, and completion of said public improvement herein above described and the use thereof after said completion; that the property herein above referred to and on which said public improvement is situated is described as follows, to wit:
26 PROJECT NO. S-1333
GARDEN GROVE AMPHITHEATER ROOF PROJECT PHASE TWOf21
NAME OF SURETY on Labor and Material Bond is:

DATED this
Fidelity And Deposit Company Of
Maryland
777 S. Figueroa Street #3900
Los Angeles, CA 90017
Tel No.(707) 484-1795_
day of
crry OF GARDEN GROVE
20 ATTEST:

By
Lisa L. Kim, City Manager
City of Garden Grove
Lizabeth Vasquez, City Clerk
City of Garden Grove

STATE OF CALIFORNIA

COUNTY OF ORANGE
I am the Project Manager for Project No.S-1333.

I have read the foregoing Notice of Completion of Public Improvement and Work, and know the contents thereof; and I certify that the same is true of my own knowledge, except as to those matters, which are therein stated upon my Information or belief, and as to those matters I believe to be true.

I certify (or declare), under penalty of perjury, that the foregoing is true and correct.

Executed onFebruary 25, 2025Garden Grove
(Date)
L^/Villia^T^Njrray
Publie^A/rfrks Director
, California
27 Item 61/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Ursula Luna-Reynosa
Dept:

City Manager Dept: Economic Development and
Housing

Date: 2/25/2025

Subject: Approval of out-of-state travel to attend 2025 ICSC Las Vegas, at the Las Vegas Convention Center from May 18, through May 20, 2025. (Action Item)

OBJECTIVE

For the City Council to approve out-of-state travel to attend 2025 ICSC Las Vegas, at the Las Vegas Convention Center from May 18, through May 20, 2025.

BACKGROUND

Founded in 1957, ICSC is the global convention for the shopping center industry and provides networking, dealmaking and educational opportunities for retail and real estate professionals from around the world. Its more than 70,000 members in over 100 countries include shopping center owners, developers, managers, investors, retailers, brokers, academics, and public officials.

Per City Council Policy Number 100-19, the City Council is being requested to 1) concur that the costs incurred in attending the ICS C conference are justified based on the benefits of attending (additional detail in the below “Discussion” section of this staff report) and 2) authorize and approve out-of-state travel for three (3) City Council members and up to six (6) employees. The costs associated with the convention are provided in the “Fiscal Impact” section of this staff report.

DISCUSSION

2025 ICSC Las Vegas presents a valuable platform for the City to engage with prominent industry members, capitalizing on networking, deal-making, and educational prospects.

With approximately 1,000 exhibiting companies spanning diverse facets of real estate development, this convention serves as a nexus for collaboration and innovation.

The City's Office of Economic Development views this attendance as a strategic initiative, providing an avenue to delve into economic, marketing, and promotional dynamics influencing the retail and commercial sector. Emphasizing the promotion and marketing of 28 Item 61/2025

Page 2 of 2 ends

Garden Grove, the team aims to forge connections with industry retail representatives and developers, prioritizing the establishment of meaningful relationships.

By participating as an exhibitor, the City is positioned to leverage the opportunity to engage with key influencers in the realms of shopping center management, hospitality, and housing development. Furthermore, active participation in the convention will facilitate face-to-face interactions with potential developers, strategically navigating the tradeshow floor to foster collaborations and showcase the City's retail commercial real estate opportunities.

In adherence to the Brown Act regulations, a maximum of three Council Members are permitted to attend 2025 ICSC Las Vegas. The conference is scheduled to take place in approximately three months and exhibitor space and accommodations sell out quickly, necessitating prompt action for staff to register and coordinate travel arrangements for all attending.

FINANCIAL IMPACT

There is no financial impact to the General Fund as all expenses for this conference have been approved as part of the adopted budget for Fiscal Year 2023 -2025. The cost to attend the ICSC conference for three (3) City Council members and up to six (6) City employees is approximately $24,000.

RECOMMENDATION

It is recommended that the City Council:
 Approve out-of-state travel for up to three Council Members and up to six employees to attend 2025 ICSC Las Vegas at the Las Vegas Convention Center Sunday, May 18, 2025 through Tuesday, May 20, 2025.

29 Item 69/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Matthew West
Dept:

City Manager Dept: City Manager
Date: 2/25/2025

Subject: Approval of overnight travel to attend the 2025 SCAG Regional Conference and General Assembly in Palm Desert from May 1 through May 2, 2025. (Action Item)

OBJECTIVE

For the City Council to approve overnight travel to attend the 2025 SCAG Regional Conference and General Assembly in Palm Desert, CA from May 1, through May 2, 2025.

BACKGROUND

Founded in 1965, Southern California Association of Governments ( SCAG) is a joint powers authority under California state law, established as an association of local governments and agencies that voluntarily convene as a forum to address regional issues. Under federal law, SCAG is designated as a metropolitan planning organi zation. Under state law, SCAG is designated as a regional transportation planning agency and a council of governments.

The SCAG region encompasses six counties (Imperial, Los Angeles, Orange, Riverside, San Bernardino, and Ventura) and 191 cities in an area covering more than 38,000 square miles.

The agency develops long -range regional transportation plans, including a sustainable communities strategy and a growth forecast, regional transportation improvement programs, regional housing needs allocations, and a portion of the South Coast Air Quality Management Plan. SCAG’s 86 -member governing board, the Regional Council, conducts the affairs of SCAG; implements the General Assembly’s policy decisions; acts upon policy recommendations from SCAG policy committees and external agencies; appoints committees to study specific problems and programs; and amends, decreases or increases the proposed budget to be reported to the General Assembly.

DISCUSSION

This year, SCAG will host the 60th annual Regional Conference and General Assembly on May 1-2, 2025, at the JW Marriott Desert Springs Resort in Palm Desert. The 2025 Regional Conference and General Assembly will encourage regional leaders from the public and private sectors to network and share best practices and lessons learned while working toward 30 Item 69/2025

Page 2 of 2 ends

common goals. Per City Council Policy Number 100-19, the City Council is being requested to 1) concur that the costs incurred in attending the 2025 SCAG Conference are justified based on the benefits of attending and 2 ) authorize and approve o vernight travel for two (2) City Council members and up to two (2) City staff. The costs associated with the convention are provided in the “Fiscal Impact” section of this staff report.

FINANCIAL IMPACT

There is no financial impact to the General Fund as all expenses for this conference have been approved as part of the adopted budget for Fiscal Year 2023-25. The cost for the two Council Members and two City staff to attend the conference is approximately $1,430.

RECOMMENDATION

It is recommended that the City Council:

 Approve overnight travel for up to two City Council Members and up to two City staff to attend the 2025 SCAG Regional Conference and General Assembly at the JW Marriott Desert Springs Resort in Palm Desert, CA from May 1, 2025 through May 2, 2025.
31 Item 55/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Award a contract to Letner Roofing Co., for roof replacements of two buildings at the Garden Grove Municipal Service Center located at 13802 Newhope Street, Garden Grove. (Cost:$66,400)(Action Item)

OBJECTIVE

For the City Council to award a contract to Letner Roofing Co., for roof replacements of two buildings at the Garden Grove Municipal Service Center located at 13802 Newhope Street.

BACKGROUND

The Public Works Department Facilities Division is responsible for the maintenance of City buildings. In 2019, the City contracted with a consultant to perform a comprehensive Facilities Condition Assessment (FCA) of City owned buildings. The FCA includes forecasts on the useful lifecycle and costs of building repairs and maintenance needs. Additionally, the assessment captured current building deficiencies and categorized them by Safety, Performance/Integrity, Accessibility, Environmental, Retrofit /Adaptation and Lifecycle /Renewal. Priorities are determined within each of these categories.

DISCUSSION

Based on the Performance/Integrity information provided in the FCA and the Fiscal Year 2024- 25 Capital Improvement Plan (CIP), staff recommends replacement of two (2) roofs located within the Garden Grove Municipal Service Center. The buildings impacted are the Sanitation Services building and the Water Engineering Services building. The roofs have reached the end of their useful service life and qualify for replacement.

Specifications were generated and submitted for bid (IFB S-1353). Results shown reflect the four (4) lowest bids.

Letner Roofing Co. $66,400
Southland Roofing Inc. $77,629
Chapman Coast Roofing Corp. $88,071
Right Way Roofing Corporation $89,698
32 Item 55/2025

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FINANCIAL IMPACT

The roof replacements project is part of the City’s adopted Fiscal Year 2024 -25 Capital Improvement Plan. Total cost for replacing the roofs of the Sanitation and Water Engineering Services buildings at the Municipal Service Center is $66,400, and is funded from the Building Rehabilitation internal service fund. No additional appropriations are required.

RECOMMENDATION

It is recommended that the City Council:
 Award a contract to Letner Roofing Co. in the amount of $66,400, for the replacement of two (2) roofs at the Garden Grove Municipal Services Center located at 13802 Newhope Street; and
 Authorize the City Manager, or designee, to execute the contract, and to make minor modifications on behalf of the City as appropriate thereto; and

By: Phillip Carter, Facilities Manager

ATTACHMENT(S)

Contract

33 SECTION 4 - AGREEMENT

PROJECT AGREEMENT

THIS AGREEMENT is made this ___ day of ______________, 2025, by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY"), and Danny Letner, Inc., dba Letner Roofing Company, hereinafter referred to as ("CONTRACTOR").

RECITALS:

The following recitals are a substantive part of this Agreement:

This Agreement is entered into pursuant to Garden Grove COUNCIL AUTHORIZATION, DATED ____________________.

CITY desires to utilize the services of CONTRACTOR to Furnish All Labor, Material and Equipment for the Municipal Service Center Roof Project located at 13802 Newhope Street, Garden Grove CA, per the bid specifications and IFB S-1353.

CONTRACTOR is qualified by virtue of experience, training, education, and expertise to accomplish services.

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

4.0 Compensation. CONTRACTOR shall be compensated as follows: Compensation under this agreement shall be a Not to exceed (NTE) amount of Sixty Six Thousand Four Hundred dollars ($66,400.00), payable in arrears and in accordance with Scope of Work/Bid Proposal (Attachment B), which is attached and is hereby incorporated by reference. Payment for work under this Agreement shall be made per invoice or request for work completed subject to Section 4.11 hereof. All work shall be in accordance with Bid No. S-1353.

4.1 General Conditions. CONTRACTOR certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed have been thoroughly reviewed, and enters into this Contract based upon CONTRACTOR'S investigation of all such matters and is in no way relying upon any opinions or repres entations of CITY. It is agreed that this Contract represents the entire agreement. It is further agreed that the Contract Documents including the Notice Inviting Bids, Special Instructions to Bidders, if any, Plans and Specifications, and Contractor's Proposal, are incorporated in this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate 34 in any part or in any way, directly or indirectly, to the work covered by this Contract.

"Project" as used herein defines the entire scope of the work covered by all the Contract Documents. Anything mentioned in the Specifications and not indicated in the Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy in the Plans or Specifications, the matter shall be immediately submitted to City's Engineer, without whose decision CONTRACTOR shall not adjust said discrepancy save only at CONTRACTOR'S own risk and expense. The decision of the Engineer shall be final.

4.2 Materials and Labor . CONTRACTOR shall furnish, un der the conditions expressed in the Plans and Specifications, at CONTRACTOR'S own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by the CITY, to complete the project, in good workmanlike and substantial order. If CONTRACTOR fails to pay for labor or materials when due, CITY may settle such claims by making demand upon the surety to this Agreement. In the event of the failure of refusal of the surety to satisfy said claims, CITY may settle them directly and deduct the amount of payments from the Contract price and any amounts due to CONTRACTOR. In the event CITY receives a stop notice from any laborer or material supplier alleging non-payment by CONTRACTOR, CITY shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees.

4.3 Project. The PROJECT is described as enclosed are the necessary specifications and related documents to submit a bid to Furnish All Lab or, Material and Equipment for the Municipal Service Center Roof Project located at 13802 Newhope Street, Garden Grove CA, per the bid specifications.

4.4 Plans and Specifications. The work to be done is described in a set of detailed Plans and Specifications for: Enclosed are the necessary specifications and related documents to submit a bid Furnish All Labor, Material and Equipment for the Municipal Service Center Roof Project located at 13802 Newhope Street, Garden Grove CA, per the bid specifications.

Said Plans and Specifications and any revisions, amendments or addenda thereto are attached hereto and incorporated herein as part of this Contract and referred to by reference. The work to be done must also be in accordance with the General Provisions, Standard Specifications and Standard Plans of City which are also incorporated herein and referred to by reference.

4.5 Time of Commencement and Completion. The term of this agreement shall be from full execution of the agreement through completion of the project.

Contractor has thirty (30) working days to complete the work but this may be extended with prior approval in writing from the project manager only . This agreement may be terminated by the CITY without cause. CONTRACTOR agrees 35 to commence the Project within TEN (10) calendar days from the date set forth in the "Notice to Proceed".

4.6 Time is of the Essence. Time is of the essence of this Contract. As required by the Contract Documents, CONTRACTOR shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of CONTRACTOR'S work in conformance with an approved construction progress schedule. CONT RACTOR shall coordinate the work covered by this Contract with that of all other contractors, subcontractors and of the CITY, in a manner that will facilitate the efficient completion of the entire work in accordance with Section 4.5 herein. CITY shall ha ve complete control of the premises on which the work is to be performed and shall have the right to decide the time or order in which the various portions of the work shall be installed or the priority of the work of other subcontractors, and, in general, all matters representing the timely and orderly conduct of the work of CONTRACTOR on the premises.

4.7 Excusable Delays . CONTRACTOR shall be excused for any delay in the prosecution or completion of the Project caused by acts of God; inclement weather; damages caused by fire or other casualty for which CONTRACTOR is not responsible; and act, neglect or default of CITY; failure of CITY to make timely payments to CONTRACTOR; late delivery of materials required by this CONTRACT to be furnished by CITY; combined action of the workers in no way caused by or resulting from default or collusion on the part of CONTRACTOR; a lockout by CITY; or any other delays unforeseen by CONTRACTOR and beyond CONTRACTOR'S reasonable control.

City shall extend the time fixed in Section 4.5 herein for completion of the Project by the number of days CONTRACTOR has thus been delayed, provided that CONTRACTOR presents a written request to CITY for such time extension within fifteen (15) days of the commencement of such delay and C ITY finds that the delay is justified. CITY'S decision will be conclusive on the parties to this Contract.

Failure to file such request within the time allowed shall be deemed a waiver of the claim by CONTRACTOR.

No claims by CONTRACTOR for additional compensation or damages for delays will be allowed unless CONTRACTOR satisfies CITY that such delays were unavoidable and not the result of any action or inaction of CONTRACTOR and that CONTRACTOR took all available measures to mitigate such damages. Extensions of time and extra compensation as a result of incurring undisclosed utilities will be determined in accordance with Section 9 -103A of the State of California Department of Transportation Standard Specifications. The CITY'S decision will be conclusive on all parties to this Contract.

4.8 Extra Work. The Contract price includes compensation for all work performed by CONTRACTOR, unless CONTRACTOR obtains a written change order signed by a designated representative of CITY specifying the exact nature of the extra work and the amount of extra compensation to be paid all as more particularly set forth 36 in Section 4.9 hereof. CITY shall extend the time fixed in Section 4.5 for completion of the Project by the number of days reasonably required for CONTRACTOR to perform the extra work, as determined by CITY'S Engineer. The decision of the Engineer shall be final.

4.9 Changes in Project.

4.9.1 CITY may at any time, without notice to any surety, by written order designated or indicated to be a change order, make any change in the work within the general scope of the Contract, including but not limited to changes:

a. in the Specifications (including drawings and designs); b. in the time, method or manner of performance of the work; c. in the City-furnished facilities, equipment, materials, services or site; or
d. directing acceleration in the performance of the work.

4.9.2 A change order shall also be any other written order (including direction, instruction, interpretation or determination) from the CITY which causes any change, provided CONTRACTOR gives the CITY written notice stating the date, circumstances and source of the order and that CONTRACTOR regards the order as a change order.

4.9.3 Except as provided in this Section 4.9, no order, statement or conduct of the CITY or its representatives shall be treated as a change under this Section 9 or entitle CONTRACTOR to an equitable adjustment.

4.9.4 If any change under this Section 4.9 causes an increase or decrease in CONTRACTOR'S actual, direct cost or the time required to perform any part of the work under this Contract, whether or not changed by any order, the CITY shall make an equitable adjustment and modify the Contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (4.9.2) above shall be allowed for any costs incurred more than 20 days before the CONTRACTOR gives written notice as required in paragraph (4.9.2). In the case of defective specifications for which the CITY is responsible, the equitable adjustment shall include any increased direct cost CONTRACTOR reasonably incurred in attempting to comply with those defective specifications.

1.9.1 If CONTRACTOR intends to assert a claim for an equitable adjustment under this Section 4.9, it must, within thirty (30) days after receipt of a written change order under paragraph (4.9.1) or the furnishing of a written notice under paragraph (4.9.2), submit a written statement to the CITY setting forth the general nature and monetary extent of such claim.

The CITY may extend the 30-day period. CONTRACTOR may include the statement of claim in the notice under paragraph (4.9.2) of this Section

4.9. 37

4.9.6 No claim by CONTRACTOR for an equitable adjustment shall be allowed if made after final payment under this Agreement.

4.9.7 CONTRACTOR hereby agrees to make any and all changes, furnish the materials and perform the work that CITY may require without nullifying this Contract. CONTRACTOR shall adhere strictly to the Plans and Specifications unless a change therefrom is authorized in writing by the CITY. Under no condition shall CONTRACTOR make any changes to the Project, either in additions or deduction, without the written order of the CITY and the CITY shall not pay for any extra charges made by CONTRACTOR that have not been agreed upon in advance in writing by the CITY. CONTRACTOR shall submit immediately to the CITY written copies of its firm's cost or credit proposal for change in the work.

Disputed work shall be performed as ordered in writing by the CITY and the proper cost or credit breakdowns therefor shall be submitted without delay by CONTRACTOR to CITY.

4.10 Liquidated Damages for Delay. The parties agree that if the total work called for under this Contract, in all parts and requirements, is not completed within the time specified in Section 4.5 herein, plus the allowance made for delays or extensions authorized under Section 4.7, 4.8 and 4.9 herein, the CITY will sustain damage which would be extremely difficult and impractical to ascertain.

The parties therefore agree that CONTRACTOR will pay to CITY the sum of two hundred and fifty dollars ($250.00) per day for each and every calendar day during which completion of the Project is so delayed. CONTRACTOR agrees to pay such liquidated damages and further agrees that CITY may offset the amount of liquidated damages from any moneys due or that may become due CONTRACTOR under the Contract.

4.11 Contract Price and Method of Payment . CITY agrees to pay and the CONTRACTOR agrees to accept as full consideration for the faithful performance of this Contract, subject to any subsequent additions or deductions as provided in approved change orders, the sum as itemized in the bid proposal. Progress payments shall be made to the CONTRACTOR per mont h for each successive month as the work progresses. The CONTRACTOR shall be paid such sum as will bring the total payments received since the commencement of the work up to ninety five percent (95%) of the value of the work completed, less all previous payments, provided that the CONTRACTOR submits the request for payment prior to the end of the day required to meet the payment schedule. The CITY will retain five percent (5%) of the amount of each such progress estimate and material cost until 30 days after the recordation of the Notice of Completion.

Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the CITY'S Engineer, stating that the work for which payment is demanded has been performed in accordance with the terms of the Contract. Partial payments of the Contract price shall not be considered as an acceptance of any part of the work.

38 4.12 Substitution of Securities in Lieu of Retention of Funds . Pursuant to California Public Contract Code Section 22300, the CONTRACTOR will be entitled to post approved securities with the CITY or an approved financial institution in order to have the CITY release funds retained by the CITY to ensur e performance of the Contract. CONTRACTOR shall be required to execute an addendum to this Contract together with escrow instructions and any other documents in order to effect this substitution.

4.13 Completion. CITY may require affidavits or certificates of payment and/or releases from any subcontractor, laborer or material supplier in connection with Stop Notices, which have been filed under the provisions of the statutes of the State of California.

4.14 Contractor's Employee Compensation.

4.14.1 General Prevailing Rate. CITY has ascertained CONTRACTOR shall comply with all applicable requirements of Division 2, Part 7, Chapter 1 of the California Labor Code and all applicable federal requirements respecting the payment of prevailing wages. If there is a difference betwee n the minimum wage rates predetermined by the Secretary of Labor and the prevailing wage rates determined by the Director of the Department of Industrial Relations (DIR) for similar classifications of labor, the CONTRACTOR and its Subcontractors shall pay not less than the higher wage rate. The DIR will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal Wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the CONTRACTOR and Subcontractors, the CONTRACTOR and its Subcontractors shall pay not less than the Federal Minimum wage rate which most closely approximates the duties of the employees in question.

4.14.2 Forfeiture for Violation. CONTRACTOR shall, as a penalty to the CITY, forfeit one hundred dollars ($100.00) for each calendar day or p ortion thereof for each worker paid (either by the CONTRACTOR or any subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California.

4.14.3 Apprentices. Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, regarding the employment of apprentices is applicable to this Contract and the CONTRACTOR shall comply therewith; provided, however, that this requirement shall not apply if and/or to the extent that the Contract of the general CONTRACTOR, or the contracts of 39 specialty contractors not bidding for work through a general or prime contractor involves less than thirty thousand dollars ($30,000.00).

4.14.4 Workday. In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and CONTRACTOR shall not require more than eight (8) hours of labor in a day from any person employed by him thereunder except as provided in paragraph (4.14.1 ) above.

CONTRACTOR shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et sep.) of the Labor Code of the State of California and shall forfeit to the CITY as a penalty, the sum of twenty-five dollars ($25.00) for each worker employed in the execution of th is Contract by CONTRACTOR or any subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one week in violation of said Article.

CONTRACTOR shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by CONTRACTOR in connection with the Project.

4.14.5 Record of Wages: Inspection . CONTRACTOR agrees to maintain accurate payroll records showing the name, add ress, 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 or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. The applicable CONTRACTOR or subcontractor or its agent having authority over such matters shall certify all payroll records as accurate.

CONTRACTOR further agrees that its payroll records and those of its subcontractors shall be available to the employee or employee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the provisions of Labor Code Section 1776, i n general. CONTRACTOR shall comply with all of the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3).

4.14.6 CONTRACTOR REGISTRAT ION; MAINTENANCE OF PAYROLL RECORDS; JOB SITE POSTING

4.14.6.1 Contractor Registration. CONTRACTOR and its
subcontractors must be registered with the California
Department of Industrial Relations pursuant to Labor Code Section 1725.5. This Agreement shall not be effective until CONTRACTOR provides proof of registration to the CITY.

4.14.6.2 Payroll Records. CONTRACTOR shall maintain
accurate payroll records and shall comply with all of the provisions of Labor Code Section 1776, and shall submit 40 payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3).

4.14.6.3 Posting of Job Site Notices. CONTRACTOR shall
comply with the job site notices posting requirements
established by the Labor Commissioner pursuant to Title 8, California Code of Regulations Section 16461(e) or other regulation promulgated pursuant to Labor Code Section
1771.4(a)(2).

4.14.6.4 Notice of DIR Compliance Monitoring and
Enforcement. Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and
enforcement by the Califor nia Department of Industrial Relations.

4.15 Surety Bonds. CONTRACTOR shall, upon entering into performance of this Agreement, furnish bonds in the amount of one hundred percent (100%) of the Contract price bid, to guarantee the faithful performance of the work, and the other in the amount of one hundred percent (100%) of the Contract price bid to guarantee payment of all claims for labor and materials furnished. This Contract shall not become effective until such bonds are supplied to and approve by the CITY. The Surety Company must have an AM Best rating of A- VII or better.

4.16 Insurance.

4.16.1 CONTRACTOR is also aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or undertake self -insurance with provisions of that Code and will comply with such provisions before commencing the performance of the work of this Contract.

4.16.2 CONTRACTOR and all subcontractors will carry and provide Workers' Compensation insurance for the protection of its employees during the progress of the work and provide Employers Liability in an amount not less than $1,000,000. The insurer shall waive its rights of subrogation against the CITY, its officers, agents and employees a nd shall issue a certificate to the policy evidencing same.

4.16.3 For any claims related to this Agreement, CONTRACTOR’S insurance coverage shall be primary insurance as respects CITY, its officers, officials, employees, agents, and volunteers. Any ins urance or self - insurance maintained by the CITY, its officers, officials, employees, agents, or volunteers shall by excess of the CONTRACTOR’S insurance and shall not contribute with it.

41 4.16.4 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish certificates of insurance and endorsements evidencing the foregoing insurance coverage and such certificates of insurance and endorsements shall provide the name and policy number of each carrier and that the insurance is in force and will not be cancelled without 30 days written notice to the CITY. CONTRACTOR shall maintain all of the foregoing insurance in force until the work under this contract is satisfactorily and fully completed to the satisfaction of the CITY. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of CITY by Contractor under Section 4.17 of this Contract. Notwithstanding nor diminishing the obligations of CONTRACTOR with respect to the foregoing, CONTRACTOR shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company having a Best's Guide Rate of A-, Class VII or better (claims made and modified occurrence policies are not acceptable).

4.16.5 COMMENCEMENT OF WORK. CONTRACTOR shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CITY. All insurance required by this Agreement shall contain a Statement of Obligation on the part of the carrier to n otify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance. Contractor shall also provide a waiver of subrogation for each policy.

4.16.6 INSURANCE AMOUNTS . CONTRACTOR and all subcontractors shall maintain the following insurance in the amount and type for the duration of this Agreement:

(a) Commercial general liability in an amount not less than $5,000,000 per occurrence, and not excluding XCU; ( claims made and modified occurrence policies are not
acceptable); Insurance companies must be acceptable to CITY and have an AM Best’s Guide Rating of A-, Class VII or better, as approved by the CITY.

(b) Automobile liabili ty in an amount not less than $5 ,000,000 combined single limit; (claims made and modified occurrence policies are not acceptable); Insurance companies must be acceptable to CITY and have an AM Best’s Guide Rating of A -, Class VII or better, as approved by the CITY.

(c) Excess liability, follows form coverage, shall be provided for any underlying policy that does not meet the insurance requirements set forth herein.( claims made and modified occurrence
policies are not acceptable) Insurance companies must be 42 acceptable to CITY and have a Best’s Guide Rating of A-Class VII or better, as approved by the CITY.

An Additional Insured Endorsement, ongoing and products - completed operations, for the policy under section 4.16.6 (a) shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permit s will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for liability arising out of work or operations performed by or on behalf of the CONTRACTOR.

CONTRACTOR shall provide to CITY proof of insurance and endorsement forms that conform to city’s requirements, as approved by the CITY.

An Additional Insured Endorsement for the policy under section 4.16.6 (b) shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for automobiles owned, leased, hired, or borrowed by the CONTRACTOR. CONTRAC TOR shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

In the event any of CONTRACTOR’S underlying policies do not meet policy limits within the insurance requirements, CONTRACTOR shall provide coverage under the excess liability policy in 4.16.6 (c). Policy must be a follows form excess/umbrella policy. CONTRACTOR shall provide the schedule of underlying polices for an excess liability policy, state that the excess policy follows form on the insurance certificate, and provide an additional insured endorsement for the excess liability policy designating CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds.

For any claims related to this Agreement, CONTRACTOR’s insurance coverage shall be primary insurance as respects CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees, agents, or volunteers, for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY shall be excess of the CONTRACTOR’s insurance and shall not contribute with it.

If CONTRACTOR maintains higher insurance limits than the minimums shown above, CONTRACTOR shall provide coverage for the higher insurance limits otherwise maintained by the CONTRACTOR. 43 4.17 Risk and Indemnification. All work covered by this Contract done at the site of the Project or in preparing or delivering materials to the site shall be at the risk of CONTRACTOR alone. CONTRACTOR agrees to save, indemnify and keep CITY, its Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their directors, Officers, Agents and Employees harmless against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (CONTRACTOR'S employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by CONTRACTOR, save and except claims or litigation arising through the active negligence or sole willful misconduct of CITY and will make good to reimburse CITY for any expenditures, including reasonable attorneys' fees CITY may incur by reason of such matters, and if requested by CITY, will defend any such suits at the sole cost and expense of CONTRACTOR.

4.18 Termination.

4.18.1 This Contract may be terminated in whole or in part in writing by the CITY for its convenience, provided that the CONTRACTOR is given (1) not less than ten (10) calendar days written not ice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating party prior to termination.

Termination of contract shall conform to Section 8-1.11 of the State of California, Department of Transportation Standard Specifications.

4.18.2 If termination for default or convenience is effected by the CITY, an equitable adjustment in the price provided for in this Contract shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other work, and (2) any payment due to the CONTRACTOR at the time of termination may be adjusted to cover any additional costs to the CITY because of the CONTRACTOR'S default. The equitable adjustment for any termination shall provide for payment to the CONTRACTOR for services rendered and expenses incurred in accordance with section 8 -1.11 of the State of California, Department of Transportation Standard Specifications.

4.18.3 Upon receipt of a termination action under paragraph (4.18.1) or (4.18.2) above, the CONTRACTOR shall (1) promptly discontinue all affected work (unless the notice directs otherwise), and (2) deliver or otherwise make available to the CITY all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by the CONTRACTOR in performing this Contract whether completed or in process.

4.18.4 Upon termination under paragraphs (4.18.1) and (4.18.2) above, the CITY may take over the work and may award another party an agreement to complete the work under this Contract.
44 4.19 Warranty. The CONTRACTOR agrees to perform all work under this Contract in accordance with the CITY'S designs, drawings and specifications.

The CONTRACTOR guarantees for a period of one (1) year from the date of the notice of completion of the work that the completed work is free from all defects due to faulty materials, equipment or workmanship and that he shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs or any damage to other parts of the system resulting from such defects. The CITY shall promptly give notice to the CONTRACTOR of observed defects. In the event that the CONTRACTOR fa ils to make adjustments, repairs, corrections or other work made necessary by such defects, the CITY may do so and charge the CONTRACTOR the cost incurred.

The performance bond shall remain in full force and effect through the guarantee period.

The CONT RACTOR'S obligations under this clause are in addition to the CONTRACTOR'S other express or implied assurances provided under this Contract and in no way diminish any other rights that the CITY may have against the CONTRACTOR for faulty materials, equipment or work.

4.20 Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Contract, each party shall be responsible for their own attorneys' fees, costs and necessary expenses. If any action is brought against the CONTRACTOR or any subcontractor to enforce a Stop Notice or Notice to Withhold, which named the CITY as a party to said action, the CITY shall be entitled to all attorneys' fees, costs and necessary disbursements arising out of the defense or such action by the CITY. The CITY shall be entitled to deduct its costs for any Stop Notice filed, whether court action is involved or not.

4.21 Notices. Any notice required or permitted under this Contract may be given by ordinary mail at the address set forth below. Any party whose address changes shall notify the other party in writing.

To CITY: City of Garden Grove
City Attorney
11222 Acacia Parkway
Garden Grove, California 92840

To CONTRACTOR: Danny Letner, Inc., dba Letner Roofing Company Attention: Dennis Olsen, President
1490 N. Glassell Street
Orange, CA 92867
\ \ \ \

(Agreement Signature Block on Next Page)

45 IN WITNESS THEREOF, these parties have executed this Project Agreement on the day and year shown below.

Date:________________________ "CITY”

CITY OF GARDEN GROVE

By: __________________________
City Manager

ATTEST:

_____________________________
City Clerk

Date:_________________________
"CONTRACTOR"
Danny Letner, Inc., dba
Letner Roofing Company

Contractor's State Lic. No._________

Expiration Date: ________________

By: __________________________

Title: _________________________

Date: _________________________

Tax ID No. _____________________

DIR Registration No.______________

If CONTRACTOR is a corporation, a
Corporate Resolution and/or Corporate
Seal is required. If a partnership,
Statement of Partnership must be
submitted to the CITY.

APPROVED AS TO FORM:

_____________________________
Garden Grove City Attorney
46 ATTACHMENT “A”
IFB NO. S-1353

SCOPE OF WORK AND BID SPECIFICATIONS

Enclosed are the necessary specifications and related
documents to submit a bid to Furnish All Labor, Material and Equipment for the Municipal Service Center Roof
Project located at 13802 Newhope Street, Garden Grove
CA, per the bid specifications.

47 ATTACHMENT “A”
IFB S-1353

SCOPE OF WORK/BID SPECIFICATIONS

Furnish All Labor, Material and Equipment for the Municipal Service Center Roof Project located at 13802 Newhope Street, Garden Grove CA, per the bid specifications

Project Location: The Municipal Service Center is located at 13802 Newhope Street, Garden Grove, CA, 92843. The work to be done is for Buildings 3 and 6 only, per the site map below.

Time Frame to Complete the Job:

Thirty (30) Working Days but this may be extended with prior approval in writing from the City’s project manager only.

Contractor’s Responsibilities:

All contractors are responsible to attend the mandatory pre-bid meeting to verify the requirements for the job and to ask any questions to clarify the Scope of Work. The City will not be issuing any change orders for errors by the contractor.

Contractors are responsible to take their own measurements to confirm square footage. This may be done at the mandatory pre-bid meeting.

Contractor must pull permits. There is no cost to the Contractor for the permits. 48 Alternate/Proposed Equals: The bidder shall note in his submittal any and all “alternatives” or “proposed equals” that it propose s to use in lieu of any named or designated material, product or thing that is named in the specifications and followed by the words “or equal.” In the event there are “alternatives” or “proposed equals”, the bidder shall specifically itemize them in his bid under a heading entitled “Proposed Equals”. Failure to do so shall render the bidder’s bid non-responsive. In addition, if any “alternatives’ or “proposed equals” are proposed by the bidder, the bidder must submit a request for substitution of proposed equal to the City within ten (10) working days of the bid closing date. This request shall include any and all appropriate data substantiating that the proposed item is “equal” to the item listed in the specifications. Failure to submit said request within the required timeframe shall be cause for its immediate rejection by the City. The City shall review the bidder’s submission and shall render
a decision no later than five (5) business days before the bid closing date. The bidder shall be notified in writing of the City’s decision. The City reserves the right to reject any and all bids that do not meet the bid requirements and/or those bids submitted with “alternatives” or “proposed equals” that have not been previously approved by the City. All requests for substitution or proposed equals shall be submitted via email to [email protected].

License Requirement:

Provide proof of valid California State Contractors License required C39 Roofing Contractors license that is in good standing.

Prevailing Wages:

Prevailing wages are required for this project as defined by Labor Code, section 1771. Per Labor Code, Section 1773.2, copies of the prevailing rate of per diem wages are on file with the City and will be made available to any interested party upon written request

Registration with the DIR (Department of Industrial Relations):

Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work, must be registered with the Department of Industrial Relations. No Bid will be accepted nor any contract entered into without proof of contractor and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarde d a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated b y Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

Provide proof of current registration with the Department of Industrial Relations along with Registration Numbers for the General Contractor and all Sub-Contractors listed.

Bidders must be registered with the DIR at the time their bid is submitted or the bid will not be accepted and considered non-responsive.
49 Schedule of Values: In addition, contractors must submit a schedule of values in their bid package, which shows the cost breakdown of materials, labor, sales tax and all related costs in the final bid amount.

Bid Submittal Instructions: The electronic bid submittal must have all of the required documents or it may be deemed as non-responsive at the discretion of the City. Please submit the bid package in person as a paper document AND as one PDF file on the City’s Planet Bids portal under the General Attachment” as seen below.

50 IFB S-1353
BID SPECIFICATIONS FOR:

Furnish All Labor, Material and Equipment for the Municipal Service Center Roof Project located at 13802 Newhope Street, Garden Grove

SECTION 075416 - KETONE ETHYLENE ESTER (KEE) ROOFING
PART 1 - GENERAL

1.1 SUMMARY
A. Section Includes:

1. Mechanically fastened thermoplastic KEE roofing system on wood deck, including:

B. Bids shall include the following

1. Unit pricing for deck replacemen t of damaged decking. All visible replacement decking to be primed and painted to match existing.

1.2 DEFINITIONS
A. Roofing Terminology: See ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section.

1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.

1.4 INFORMATIONAL SUBMITTALS
A. Contractor's Product Certificate: Submit certificate, indicating products intended for Work of this Section, including product names and numbers and manufacturers' names, with statement indic ating that products to be provided meet the requirements of the Contract Documents.

B. Qualification Data: For Installer, Manufacturer, and Roofing Inspector.

1. Include letter from Manufacturer written for this Project indicating approval of Installer.

C. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article.

1. Submit evidence of compliance with performance requirements.

2. Product Compatibility: Indicate manufacturer has verified compatibility of roofing system components, including but not limited to: Roofing membrane, flashing sheets, adhesives, and sealants.

D. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency, for components of membrane roofing system.

E. Warranties: Unexecuted sample copies of special warranties. 51 F. Inspection Reports: Daily reports of Roofing Inspector. Includ e weather conditions, description of work performed, tests performed, defective work observed, and corrective actions taken to correct defective work.

1.5 CLOSEOUT SUBMITTALS
A. Executed copies of warranties.

B. Maintenance Data: To include in maintenance manuals.

1.6 QUALITY ASSURANCE
A. Installer Qualifications: An employer of workers trained and certified by manufacturer, including a full - time on-site supervisor with a minimum of five years' experience installing products comparable to those specified, able to communicat e verbally with Contractor, Architect, and employees, and qualified by the manufacturer to install manufacturer's product and furnish warranty of type specified.

B. Manufacturer Qualifications: Approved manufacturer listed in this Section, UL listed for roofi ng systems comparable to that specified for this Project, with minimum five years' experience in manufacture of thermoplastic roof membrane products in successful use in similar applications.

1. Approval of Comparable Products: Submit the following in accordance with project substitution requirements, within time allowed for substitution review:
a. Product data, including certi fied independent test data indicating compliance with requirements.
b. Samples of each component.
c. Sample submittal from similar project.
d. Project references: Minimum of five installations of specified products not less than five years old, with Owner and Architect contact information. e. Sample warranty.

2. Substitutions following award of contract are not allowed.

3. Approved manufacturers must meet separate requirements of Section 1.6, Paragraph B, Section 1, a. through e.

C. Roofing Inspector Qualifications: A technical r epresentative of manufacturer not engaged in the sale of products and experienced in the installation and maintenance of the specified roofing system, qualified to perform roofing observation and inspection specified in Field Quality Control Article, to de termine Installer's compliance with the requirements of this Project, and approved by the manufacturer to issue warranty certification. The Roofing Inspector shall be one of the following:

1. An authorized full-time technical employee of the manufacturer.

2. An independent party certified as a Registered Roof Observer by the Roof Consultants Institute, retained by the Contractor or the Manufacturer and approved by the Manufacturer.

D. Manufacturer's Installation Instructions: Obtain and maintain on -site access to ma nufacturer's written recommendations and instructions for installation of products. 52 E. Preinstallation Roofing Conference: Conduct conference at Project site.

1. Meet with Owner, roofing Installer, roofing system manufacturer's representative, and installers whose work interfaces with or affects ro ofing, including installers of roof accessories and roof - mounted equipment.

2. Review drawings and specifications.

3. Review methods and procedures related to roofing installation, including manufacturer's written instructions.

4. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

5. Examine substrate conditions and finishes for compliance with requirements, including flatness and fastening.

6. Review structural loading limitations of roof deck during and after roofing.

7. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing system.

8. Review temporary protection requirements for roofing system during and after installation.

9. Review roof observation and repair procedures after roofing installation.

1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver roofing materials to Project site in original containers with seals un broken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers i n a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight.

1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation.

D. Handle and store roofing materials and place equipment in a manner to avoid permanent deflection of deck.

1.8 PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit ro ofing system to be installed according to manufacturer's written instructions and warranty requirements.

B. Daily Protection: Coordinate installation of roofing so insulation and other components of roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.
53 1. Provide tie-offs at end of each day's work to cover exposed roofing and insulation with a course of roofing sheet securely in place with joints and edges sealed.

2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing.

3. Remove temporary plugs from roof drains at end of each day.

4. Remove and discard temporary seals before beginning work on adjoining roofing.

1.9 WARRANTY
A. Manufacturer: Manufacturer's standard warranty form, covering work of this Section in which manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within warranty period.

1. Warranty Period: 20 years from date of completion.

B. Installer Warranty: Installer's warranty signed by Installer, covering the Work of this Section, on form acceptable to Roofing Manufacturer and Owner.

1. Warranty Period: 2 years from date of completion.

C. Manufacturer Inspectio n Services: By manufacturer's technical representative, to report maintenance responsibilities to Owner necessary for preservation of Owner's warranty rights. The cost of manufacturer's inspections is included in the Contract Sum.

1. Inspections to occur in following years: 2, 5, 10, and 15 following completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Basis-of-Design Manufacturer/Product: The roof system specified in this Section is based upon products of Tremco, Incorporated. Provide specified products or pre-approved equal.

B. Source Limitations: Obtain components for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer.

2.2 PERFORMANCE REQUIREMENTS
A. General Performance: Installed membrane roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failu re due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight.

1. Accelerated Weathering: Roofing system shall withstand 10,000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155.

2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D 3746/C 3746M, ASTM D 4272/D 4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470.

B. Flashings and Fastening: Provide base flashings, perimeter flashings, detail flashings and component materials and installation techniques that comply with requirements and recommendations of the following:
54 1. NRCA Roofing Manual (Sixth Edition) for construction details and recommendations.

2. SMACNA Architectural Sheet Metal Manual (Seventh Edition) for construction details.

C. Exterior Fire -Test Exposure: ASTM E 108, Class A; for application and roof slope s indicated, as determined by testing identical membrane roofing materials by a qualified testing agency. Materials shall be identified with appropriate markings of applicable testing agency.

D. Energy Performance: Roofing system shall have an initial solar reflectance index of not less than 0.70 and an emissivity of not less than 0.75 when tested according to CRRC-1.

2.3 MATERIALS, GENERAL
A. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience.

2.4 THERMOPLASTIC MEMBRANE MATERIALS
A. KEE Roof Membrane:

1. Thermoplastic Ketone Ethylene Ester (KEE) coated polyester fabric -reinforced roof membrane sheet, ASTM D6754.
a. TremPly KEE Single Ply Roof Membrane.
b. Breaking Strength, minimum, ASTM D751: Machine direction, 500 lbf (87 kN/m); Cross machine direction, 400 lbf (70 kN/m).
c. Tear Strength, minimum, ASTM D751: Machine direction,125 lbf (21 kN/m); Cross machine direction, 145 lbf (25 kN/m).
d. Elongation at Break, ASTM D751: 20 percent.
e. Dynamic Impact/Puncture Resistance, ASTM D5635: Pass. f. Minimum Membrane Thickness, nominal, less backing, ASTM D751: 45 mils (1.1 mm). g. Thickness over fiber, optical method: 0.014 inches.
h. Accelerated Weathering, ASTM G155 and ASTM G154: >5,000 hr., no cracking or crazing. i. Abrasion Resistance, ASTM D3389: >2000 cycles, H-18 wheel, 1,000 g load. j. Color: White
k. Solar Reflectance Index (SRI), ASTM E1980: 88 (White, initial), 76 (White, 3 -yr aged).

B. Sheet Flashing: For flashing in curbs and walls, utilize manufacturer's standard smooth -backed sheet flashing of same material, type, reinforcement, thickness, and color as KEE sheet membrane.

2.5 AUXILIARY ROOFING MATERIALS
A. General: Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing.
55 1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction.

B. Metal Battens: Manufacturer's standard, aluminum -zinc-alloy-coated or zinc -coated steel sheet, approximately 1 inch wide by 0.05 inch (25 mm wide by 1.3 mm) thick, prepunched.

C. Metal Stress Plates: Manufacturer's standard AZ50 Galvalume-coated steel formed plates, 0.047 inch thick, with radial corners and membrane-engaging barbs engineered to enhance wind resistance for mechanically- attached KEE membrane roofing systems. FMG approved.

D. Fasteners: Factory-coated steel fasteners and metal plates complying with corrosion -resistance provisions in FM Approvals 4470, designed for fastening components to substrate, and acceptable to membrane roofing system manufacturer.

E. Termination Joint Sealant: Silicone, S, NS, 25 or 50, NT: Single-component, non-sag, plus 25 to 50 percent and minus 25 to 50 percent movement capability, nontraffic -use, neutral -curing sil icone joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT, and compatible with adjacent materials.

F. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer.

G. Metal Coating: ASTM D 6083, solar-reflective acrylic elastomer emulsion coating.

H. Metal Flashings:

1. Provide new clad edge metal flashings.
a. 22 gauge cleat. Maximum 1” flange.
b. Fascia to extend 1” longer than the existing edge metal, minimum 3” .

2. Gutter: 24-gauge factory coated metal. Replace, all existing gutter. Color to be selected by owner.

If standard color is not available, Gutters to be bonderized metal, and contractor to prime and paint to match site color scheme.
a. 16-gauge straps every 12”

3. Downspouts:
a. 24-gauge outlet tubes painted to match. Replace, all existing. b. 16-gauge powder coated from ground to 10 feet up in the air painted to match. Replace all existing.

I. Lumber:

1. Decking:

Replace all damaged decking. Underside of any visible re placed decking to be primed and painted by contractor per customer color selection.

J. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, T -joint covers, lap seal ants, termination reglets, liquid applied flashing material, mastic, reinforcing fabric, and other accessories.

K. Fasteners: Factory-coated steel fasteners and metal plates complying with corrosion -resistance provisions in FM Approvals 4470, designed for fastening substrate board to roof deck. 56 2.6 ROOF INSULATION MATERIALS
A. General: Preformed roof insulation boards manufactured or approved by roofing manufacturer, selected from insulation manufacturer's standard sizes, suitable for application, and of thickness indicated.

B. Substrate Board:

1. Glass-mat-faced gypsum panel ASTM C1177/C1177M

2. Thickness: ¼ inch (6mm).
a. Gypsum cover board
C. Roof Insulation / Substrate Board Adhesive:

1. Roof Insulation Adhesive: Low -Rise Foam insulation adhesive for any areas where fasteners will be visible.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system:

1. Verify that roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place.

2. Wood Roof Deck: Verify that visible overhang deck is sound and does not show signs of damage on underside. Damaged visible decking to be replaced with primed and painted plywood matching existing decking.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION
A. Provide internal protection to prevent dust and debris from entering building per customer requirement.

B. Remove existing metal roof system and all components down to deck.

C. Clean deck dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections.

D. Prevent materials from migrating onto areas surrounding work area.

E. Complete terminations and base flashings and provide temporary seals and any required additional protection to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast. Remove and discard temporar y seals and moisture protection before beginning work on adjoining roofing.

3.3 INSTALLATION, GENERAL
A. Install roofing system in accordance with manufacturer’s written instructions and approved details. 57 B. NRCA Installation Details: Install roofing system in accordance with applicable NRCA Manual Plates and NRCA recommendations; modify as required to comply with manufacturer's approved details.

3.4 SUBSTRATE BOARD INSTALLATION
A. Install substrate board with long joints in continuous straight lines, perpendicular to roof slopes with end joints staggered between rows. Tightly butt substrate boards together. Secure with a minimum of 8 fasteners per board. Additional fasteners must be installed where joints do not sit flush with each other. Maximum of ¼” allowed between boards,
B. 1. Fully adhere in low rise foam at areas where fasteners will be visible from underside at overhang(s).

3.5 MECHANICALLY FASTENED MEMBRANE ROOFING INSTALLATION A. Lay out membrane roofing over existing roofing and install according to roofing system ma nufacturer's written instructions.

System requires one perimeter sheet.

B. Where fasteners will be visible from the underside of any overhangs, covered walkways, or coverings, membrane must be fully adhered per roofing system manufacture’s written instruction s.

C. Start installation of membrane roofing in presence of roofing system manufacturer's technical personnel.

D. Accurately align membrane roofing and maintain uniform side and end laps of minimum di mensions required by manufacturer. Stagger end laps.

E. Mechanically fasten or adhere membrane roofing securely at terminations, penetrations, and perimeter of roofing.

F. Apply membrane roofing with side laps shingled with slope of roof deck where possible.

G. Install new clad edge metal fastening at 3” OC with 3 screws at each lap.

H. Strip in per manufacturer’s recommendations.

I. In-Seam Attachment: Secure one edge of membrane sheet using fastening plates or metal battens centered within membrane seam and mechanically fasten membrane sheet to roof deck.

J. Metal Stress Plate Installation:

1. Locate plates in grid pattern in accordance with membrane manufacturer's instructions.

2. Install plates in straight rows in the specified number and spacing to achieve the required wind uplift resistance in the main field, edges and corners of the roof.

3. Install plates and separation pads using fasteners that comply with the specified applicable building code wind uplift rating and the fastener and membrane manufacturer's requirements. Ensure that all fasteners are properly driven normal to the surface of the sub-structure. Do not over-drive fasteners; plates that are recessed into and/or not flush with the surface of the insulation are not acceptable.

K. Welded Seams: Clean seam areas, overlap membrane roofing, and hot -air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure a watertight seam installation.
58 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane.

2. Verify field strength of seams a minimum of twice daily and repair seam sample areas.

3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements.

3.6 FLASHING AND MISCELLANEOUS INSTALLATION
A. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing.

3.7 FIELD QUALITY CONTROL
A. Roofing Inspector: Contractor shall engage a qualified roofing inspector for a minimum of three full -time days on site to perform roof tests and inspections and to prepare start up, interim, and final reports. Roofing Inspector's quality assurance inspections shall comply with applicable criteria established in ARMA/NRCA's "Quality Control Guidelines for the Application of Built-up Roofing." B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to in spect roofing installation on completion.

C. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements.

D. Additional inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.

3.8 PROTECTING AND CLEANING
A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endang er roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner.

B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements; repair substrates; and repair or reinstall membrane roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

C. Thoroughly clean new membrane of dirt, overspray and spillage from adjacent construction, and or tear off of roofing using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION 075416

59 Item 51/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Award a contract to Civiltec Engineering, Inc. , for professional engineering services for Construction Management and Inspection Services for the Well No. 19 Rehabilitation Project. (Cost: $119,245)(Action Item)

OBJECTIVE

For the City Council to award a sole source contract to Civiltec Engineering, Inc., (Civiltec) for professional engineering services for construction management and inspection of the Well No. 19 Rehabilitation Project.

BACKGROUND
Well No. 19 is one of three wells identified in the City’s 2020 Water Master Plan for reconditioning, modernization and automation. In addition, Well No.19 has also been impacted by the high level of per -and polyfluoroalkyl substances (PFAS) concentration that is in the groundwater supply.

The City has contracted with Civiltec to design the Well No. 19 Rehabilitation project. This project includes the design for cleaning of the well, replacement of the well pump and motor, and site improvements. As the design phase is near completion, the Orange County Water District (OCWD) proposed integrating the construction of the Well No. 19 Rehabilitation Project with the construction of the PFAS Treatment Project. This approach will minimize schedule conflicts and logistical challenges by reducing the number of c ontractors working on-site simultaneously.

DISCUSSION

OCWD approved the construction contract for the combined project in November 2024. To ensure successful execution of the construction phase, the City requires construction management and inspection services for the Well rehabilitation work.

Given Civiltec’s role as the project’s original design engineering firm and in-depth knowledge of the project, Public Works staff has determined that it would be in the best interest of the City to dispense of the bidding process, pursuant to Garden Grove Municipal Code Section

2.50.060(G), and award the contract to Civiltec Engineering, Inc. 60 Item 51/2025

Page 2 of 2 ends

This provides the following benefits:
 Ensures project continuity and efficiency;
 Eliminates the need for additional time and resources required for a new consultant to review the design documents; and
 Reduces the risk of miscommunication, inconsistencies, and project delays.

FINANCIAL IMPACT

There is no impact to the General Fund. This cost will be financed with Water Funds, in the amount of $119,245.

RECOMMENDATION

It is recommended that the City Council:

 Award a contract to Civiltec Engineering, Inc. for professional engineering services for construction management and inspection services for the Well No. 19 Rehabilitation Project, pursuant to the Garden Grove Municipal Code 2.50.060 (G), in the amount of $119,245; and
 Authorize the City Manager , or designee, to execute the agreement on behalf of the City, and make minor modifications as appropriate thereto.

By: Rebecca Li, P.E., Senior Civil Engineer

ATTACHMENT(S)

1. Civiltec Proposal

2. Civiltec Fee Proposal

61 Civil, Water, Wastewater, Drainage, Transportation and Electrical/Controls Engineering ● Construction Management ● Surveying California ● Arizona

1440 N. Harbor Blvd., Suite 721, Fullerton, CA 92835 | P: 714.459.7957

City of Garden Grove February 10, 2025
13802 Newhope Street
Garden Grove, CA 92843

Attention: Rebecca Li, PE | Senior Civil Engineer

Subject: Proposal for Construction Support of Well No. 19

Dear Ms. Li:

The City of Garden Grove (City) is seeking a consultant to design services during construction of Well No. 19.

Civiltec engineering, inc. (Civiltec) will provide support during implementation of this important project and have unique insights into the project. We have assembled a team that has a long history of working together on these specific Well 19 improvements. This team brings the needed project specific experience after having performed the preliminary and final design of well 19. Civiltec prepared the wellhead facility improvement drawings, electrical, well condition assessment, and collaborated closely with OCWD and the City to integrate the per- and polyfluoroalkyl substances (PFAS) treatment project to this well.

The primary point of contact/project manager will be C. Shem Hawes, PE. He is a principal in the firm and will be responsible for the team’s timely response and quality completion. He has complete authority to handle all
contractual matters and commit necessary resources to
meet your requests. He has completed numerous well
projects of similar nature throughout his career and is ready to commence work immediately. Richard C. Slade &
Associates LLC, Consulting Groundwater Geologists (RCS) will provide the hydrogeological and Best Drilling and Pump, Inc. (BEST) will provide pump and drilling services. This team has maintained a decade long working relationship and has been an integral part of the teams that have evaluated and
developed dozens of wells through southern California of very similar scope.

We are motivated and excited to continue working with you to meet your regional goals. Feel free to contact me at 714.459.7957 or [email protected] with any comments or questions.

Sincerely,

C. Shem Hawes, PE
Principal, Senior Engineer
Our Team’s Unique Qualifications! New Fullerton office, managed by Shem Hawes, will provide quick and easy access to our team members. Civiltec completed the Well No. 21 Upgrades. We understand your well and project delivery needs. Our team will provide a fresh look at the hydrogeology. Strong conceptualization of potential links between shallow environmental concerns and production aquifers. Robust geologic knowledge to demonstrate well production from natural inorganic water quality constituents. Excellent understanding of in-well dynamics from drilling to zone testing to production testing to maximize yield and quality.

1. COVER LETTER
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TABLE OF CONTENTS

1. Cover Letter ......................................................................................................................................................... 1

2. Approach .............................................................................................................................................................. 2 Unique and/or Critical Project Elements .................................................................................................................. 2

3. Scope ...................................................................................................................................................................... 4

5. Project Team ....................................................................................................................................................... 7 Management Structure ..................................................................................................................................................... 7 Capacity and Resources.................................................................................................................................................... 7 Key Personnel ....................................................................................................................................................................... 8

6. Work Hour Estimate ..................................................................................................................................... 11

7. Project Team Experience ............................................................................................................................ 12

8. References ........................................................................................................................................................ 14

9. Professional Fee Proposal .......................................................................................................................... 14

City’s Well No. 21 Redevelopment
Construction Observation by Civiltec
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2. APPROACH
Civiltec follows a simple four-part philosophy to
promote the timely and effective completion of all
projects; (1) we do our homework, (2) we listen,
(3) we commit the best technical and personnel
resources at our disposal, and (4) we
communicate. This philosophy minimizes the
need for amendments to contracts and/or change
orders. The process starts with development of
the project understanding and continues with
informative communication throughout the
project. Only with a complete understanding of
your goals, the project requirements, potential
utility conflicts and stakeholder/ other agency
requirements and concerns can we prepare what
we believe will be the most efficient, economical,
and practical work plan. We then design an
approach with the best available technical
expertise and resources to satisfy all the goals and
bring the project to a timely and successful
completion.

Unique and/or Critical Project Elements
Well 19 was determined to be salvageable during
the preliminary design phases of the project and
was established that it could be rehabilitated with
downhole cleaning and jetting efforts and
equipped with a new pump and motor within the
existing well casing. Considering the PFAS
treatment components, required only moderate
piping, electrical and utility water supply
improvements to upgrade and facilitate returning
Well 19 to service. These efforts were considered
and consistent with our original proposal of
services.

Considering the OCWD treatment plant project
addition which is an integral part of the project
execution. Civiltec will evaluate and provided
correspondence to improve upon the OCWD
construction implementation. Previously Civiltec
recommended the elimination of a proposed PFAS
booster station by upsizing Well 19 to overcome
the additional headloss exerted by the treatment
plant. This effort will include the following
elements to our scope of services to support
construction of the PFAS system:
- Prepare the control descriptions of the
Well 19 operation and direct the
Contractor accordingly.
- Perform support during construction to
ensure the plans and specifications
prepared by OCWD are followed by the
Contractor pursuant to City standards.

The electrical and mechanical systems
submittals prepared by the Contractor for
the PFAS component of the work will be
reviewed by OCWD. Civiltec will perform
third party review of these submittals to
ensure City standards are maintained.

Ultimately the OCWD engineer of record
will sign and stamp these submittals.
- Continue the collaboration of the project
construction with OCWD. Resulting in
approximately 6 months of routine
meetings, interactions and
correspondence during project execution.

During construction Civiltec will review
submittals for well construction elements shown
on the Civiltec plans. In addition considering
construction duration, RFIs, change order
considerations, meetings, inspections and other
elements will be needed.
- Construction support of a new well head
enclosure and providing support and
recommendations during construction for
inclusion in the project.
- Construction support of a soundproof well
enclosure.
- Construction support of a new wrought
iron fencing system to fully cover the
entire well and disinfection system area.
- Construction support of a new
disinfection system inclusive of a new
metering pump, storage tank and analyzer
system.
64 Well No. 19
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- Additional construction collaboration and
integration of the new SCADA and control
system (Design by West Yost) into the
overall construction implementation.
- Construction support of site
improvements.

Our team has previously provided
hydrogeological services to the City during the
drilling, construction, development, and testing of
its Well No. 31 (in 2010); including: assisting the
City in an advisory capacity with regard to iron-
related bacterial issues in Well No. 16 in 2011;
and with regard to executing rehabilitation
activities with the City during the rehabilitation of
City Well No. 21 in 2018 and 2019. Consequently,
our team has abundant information in our
database on the City’s existing wells.

Quality Assurance/Quality Control (QA/QC)
Civiltec’s project manager is responsible for the
oversight, management, and implementation of
the QA/QC process. All documents, including but
not limited to, reports, drawings, sketches,
specifications, technical provisions, calculations,
etc., are subject to internal QA/QC. Design inputs,
such as applicable municipal, county, state and
federal codes and standards, contract documents
and other applicable quality and technical
requirements are reviewed for applicability and
incorporated, as needed.

The QA/QC manager works with the project
manager to review documents for conformance
with applicable standards, accuracy, and
completeness. Reviews are documented with
initials and dates for the project manager to
review and resolve prior to each submittal.

Of note our team has implemented quality and
cost control on numerous projects including most
recently for the City’s redevelopment of Well
No. 21. During implementation bacteria related
issues were present in the well that were not
being resolved through traditional disinfection
methods. After review of the contractor’s
approach Civiltec and its resident observer, Bryan
Hellein, suggested an alternate method of
eliminating bacterial issues in the well by slowly
metering in system water into the well. By the
time testing was performed, after implementing
this solution, the bacteria testing results came out
favorable and placing the well back in service was
achieved. Ultimately this resulted in cost savings
to the City and exemplifies our ability to provide
field quality control and cost control measures.

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3. SCOPE
Civiltec will ensure that this project is initiated
successfully and completed as scheduled. We
believe, executed at the management level by our
highly qualified team members, will lead to
successful completion to the benefit of the City,
key stakeholders, and your customers. Our
detailed work plan is described in the following
phases and tasks.

Phase 1 – Drilling Construction Management
and Inspection Services
Civiltec will provide construction phase services
to support the City’s well rehabilitation efforts
with respect to contractor oversight, monitoring,
adherence to the specifications and contract,
documenting activities, providing
recommendations for final completions based on
field conditions. Our construction observer (Jerry
Mesa, Ron Krause or Bryan Hellein depending on
availability) will provide part-time observations
during the implementation of the work. Our
efforts only consider the inspection of the Well 19
pump equipping, well cleaning, pump pedestal
installation and pump sound enclosure
installation. Elements of the project clearly
associated with the OCWD portion of the work
will be observed by others. This situation causes
difficulty in anticipating overlap or scheduling of
field observation efforts when two distinct project
components may be happening concurrently
under different CM responsibilities. The field
observation services of RCS will provide limited
observation services during rehabilitation by
providing a field groundwater geologist.

For this task we have assumed online meetings,
review of progress billings, and review of possible
change order requests by the contractor. RCS will
prepare a Summary of Well Rehabilitation
Operations Report to help document the work
performed on the well, and it will include an
assessment of new testing data, and
recommendations for a final pumping rate for
Well No. 19. This report will be replete with all
tables, figures, well construction documents, and
photographs for supporting documentation.

1. Preconstruction Meeting. Civiltec will
arrange and conduct a preconstruction
meeting, under supervision of the
construction manager. We will distribute an
agenda and minutes of meeting to the project
team. The project team will also video record
the site prior to construction and post
construction and provide the DVD to the City.

We will document the condition of the existing
roadways to ensure that any existing damage
is well documented. We will perform this
same review at the end of the construction
project and document any changes to streets
and areas adjacent.

2. Job Meetings. Civiltec will arrange and
conduct regular job site meetings with the
City, observer, contractor, and participating
outside consultants and agencies. We will
coordinate a central conference call number
so that all project participants can be involved
in the meetings. Our construction manager
will be available through this conference call
number. We will develop an agenda of issues
to be discussed and minutes of the meeting
outlining action items for the contractor and
each project team member. We believe these
weekly jobsite meetings keep the contractor
focused on the tasks at hand and upcoming
tasks.

3. Project Schedule. Civiltec will maintain the
master construction schedule, continually
develop methods to expedite work progress,
monitor the contractor’s progress with work
in relation to the schedule, and provide
solutions, as necessary. We will notify all
parties involved of critical path issues as they
arise. We will ensure the contractor issues
monthly schedule updates and ensure the
schedule reflects actual work performed. We
will tie the progress schedule to the
expenditures/invoicing by the contractor on a
monthly basis to ensure the contract and
budget controls are in compliance.
66 Well No. 19
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4. Submittals and Shop Drawings. Civiltec will
obtain, manage, review, and distribute shop
drawings, manufacturer’s submittals, and
safety instructions on each phase of the work.

We will continually track progress of
submittals and approvals to ensure
contractual compliance and issue monthly
reports on the status of submittals. It is
assumed that all contractor submittals will be
distributed to the appropriate parties
electronically.

5. Coordination. Civiltec will coordinate
multiple contractor’s interfacing on the
project in the same time frame; coordinate
construction activities with adjacent land
owners, agencies, utility companies, the
public and parties utilizing the site and
adjacent streets, coordinate contractor’s
requirements for supplemental water,
document contractor’s relations with any
outside parties; observe and record the
physical condition of any temporary site
security measures provided by the contractor,
provide and coordinate the need for field
geotechnical, geologic, and technical
personnel to conduct excavation
observations, concrete cylinder break tests
and compaction testing at the project site, and
coordinate laboratory services for soil
compaction, concrete break tests and rebar
sample tests, and report all results of testing.

6. Observation. Civiltec will provide on-going,
part-time observation of construction work
identified herein to ensure quality of
construction and adherence to specifications,
drawings, California Environmental Quality
Act (CEQA) documents, approved Stormwater
Pollution Prevention Plans (SWPPPs), and
submittals. We will monitor and ensure the
contractor’s compliance with all
requirements of the project, document daily
work progress with written logs, digital
photographs, and video logs as well as
monitor all major equipment deliveries in
accordance with approved shop drawings,
maintain and continually organize the
required folders and binders during
construction so all field documents are readily
available to the City, provide weekly summary
reports to the City and project team
documenting progress that will include daily
reports, test results, and an updated schedule,
observe the contractor for compliance with
site and job safety requirements, and inform
the City of any concerns or problems
concerning site or job safety observed.

Civiltec can provide off-site observation, as
necessary, to ensure quality control and
compliance with submittals, as requested by
the City. We developed observer hours based
on an approximate 40 working day contract
time that equates to 120 part-time working
hours.

7. RFIs and Changed Conditions. Civiltec will
manage and review RFIs and change orders
submitted by the contractor and submit RFIs
and requests for change orders with
documentation and responses to the City for
review and consideration, and implement
changes, as required and directed, to the
project team.

8. Pay Estimates. Civiltec will obtain, verify,
analyze, and process contractor’s request for
monthly progress pay estimates and the final
pay request. We will also obtain conditional
and unconditional lien releases from
contractors and receive and provide certified
payroll to the City as required for compliance
with the contract.

9. Record Drawings. Civiltec will maintain the
official construction record drawings
indicating any changes in the design,
materials, dimensions, and details. This work
will be done in concert with the contractor.

The redline drawings will be issued to the City
for production of the final record drawings.

Civiltec will prepare the as-built drawings in
AutoCAD for final approval by the City.

10. Final Observation. Civiltec will arrange and
conduct the start-up testing, pre-final
observation, and final observation of work
placed into service to be witnessed by the
67 Well No. 19
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project team; ensure all operational manuals
and warranties are reviewed and approved;
prepare a “punch list” of all items to be
completed by the contractor to obtain final
completion; and ensure items are completed.

11. Project Closeout. Civiltec will resolve all
outstanding payment issues and recommend
final payment to contractor. We will work
with the City to prepare and record the Notice
of Completion; prepare and provide a
completion report to the City consisting of a
discussion of construction activities, final
schedule, contractor evaluation, photographs,
reports, test results, change orders, and
miscellaneous documentation; and meet with
the City to close out the project.

Deliverables. A draft version of the report as a PDF
will be submitted to the City for review. Following
receipt of possible comments, a final version of the
report will be prepared and transmitted to the City
in PDF format.
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5. PROJECT TEAM
Established on the principles of
innovative thinking and premier
quality, Civiltec’s staff of 45+
project managers, designers,
CADD technicians,
surveyors and
administrative personnel in
four office locations:

Monrovia (headquarters)
and Fullerton, California and
Peoria and Prescott, Arizona. We
are not too big, so we will be there
when needed in an efficient and
affordable fashion and we are
not too small to provide you
with the depth needed to
guarantee quality service
with adherence to your
project schedule.

Developing strong working
relationships with our clients is part of our
mission and core values. Repeat work represents
85% of our workload, which demonstrates our
ability to deliver high quality, timely projects.

Civiltec has completed more than 115 well
projects! Clients over the last 10 years included
Bellflower - Somerset Mutual Water Company,
Beverly Hills, California American Water
Company, California Domestic Water Company
(CDWC), Compton, East Pasadena Water
Company, Jet Proportion Laboratory, La Habra
Heights County Water District, La Verne, Liberty
Utilities, Lincoln Avenue Water Company, La
Puente Valley County Water District, Monrovia,
Pasadena Water & Power, Pico Water District,
Puente Basin Water Agency, San Gabriel County
Water District (SGCWD), Santa Clarita Valley
Water Agency, Three Valleys Municipal Water
District, Valley County Water District, Walnut
Valley Water District, and Yorba Linda Water
District.

Specialized Well Experience Includes
Water Quality Analysis Nitrate Investigation
Air Strippers Packer Analysis
Blending Study Permitting
Building Design/
Replacements
PFAS Treatment
Chlorination Pipelines
Construction Management Pressure Regulating Valves
Construction Observation Pump Failure Investigation
Demolition Rehab. Specifications
Dewatering Sanding Investigation
Drain Line Site Design/Imps.

Drilling Specifications Sitting Study
Easements Source Water Assessment
Equipping Structural Eval./Calcs.

Feasibility Study Surge Tanks/Valves
Hydraulic Analysis Survey
Influence Analysis/Report System Expansion
Line Connection
Details/Re-pipping
Treatment
Sounding Measurements Variable Frequency Drives (VFD)
New Well Design/Rehab. Well Evaluation

Management Structure
Civiltec is a “C” Corporation founded in California
in 1986. Corporate ownership consists of W.

David Byrum, PE, President; Chris Dusza, PE,
CFM, Vice President; Shem Hawes, PE, Principal;
David Song, PE, Principal; Andrew Shroads, PE,
CFM, Principal; and Octavio Solorza, QSD/P,
CPESC, Principal.

Capacity and Resources
Civiltec has immediate staff availability to begin
this project (averaging 20-50% availability) and
see it through completion. All work assigned to us
will be managed out of the Fullerton office. Key
staff proposed will not be reassigned or replaced
without your prior written authorization.

We are committed to providing qualified
technical resources to you throughout the
duration of this contract. To ensure project
resource availability we conduct weekly project
11 Registered Civil Engineers1 Registered Electrical Engineer9 Engineers-in-Training4 Registered Land Surveyors 69 Well No. 19
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February 10, 2025 | Page 8
manager meetings to review project status and
resource utilization. Civiltec has skilled
professionals to provide either a two-person
team or a twenty-person team to accomplish
small to large projects. In most cases, teams are
assembled with a principal-in-charge, project
manager, project engineer, staff engineer and
supporting design, drafting, and administrative
staff. Sub-consultants are members of the team
when an outside expertise is required to
complete a project allowing us to handle multiple
assignments at once and rapidly adjust to changes
required to tackle an expeditious schedule.

Key Personnel
C. Shem Hawes, PE – Project Manager
Education: B.S. Civil and Environmental Engineering, University of Utah, 2002 Registration: Professional Civil Engineer, California No. 69578 Mr. Hawes has 17+ years (12+ with Civiltec) of
water and wastewater experience. He has been
the responsible engineer for hundreds of unique
planning, design and analytical projects while
acting in the role of project manager and/or
senior engineer. Mr. Hawes has completed pre-
design and/or design on more than 15
groundwater production wells. He operates an
office in Fullerton no more than a 20 minute drive
away. From day one, will have immediate
presence to support the project, field staff, and
the design team. Within the first week of project
startup, Mr. Hawes will schedule and facilitate a
workshop with City staff, the hydrogeologist, the
well drilling crew along with relevant
stakeholders, to address the following subjects:
 Owner and project team roles, responsibilities,
authority, and project management
philosophies,
 Organizational and project communication
needs and processes,
 Schedule for the design of the capital
improvement, and
 Review status of conceptual-study-phase work
completed.

Mr. Hawes will facilitate this workshop and guide
the team through this critical initial step. With
experience as the former interim Engineering
Manager of the Elsinore Valley Municipal Water
District by providing management oversight
during the initiation of their $400 million capital
improvement program, he is highly qualified to
oversee this process. Work products initiated or
completed during this phase are summarized
below.

Project Management Plan
 Project description, goals, and objectives
 Project management team roles and
responsibilities (responsibility matrix)
 Communications plan
 Project controls
 Decision structure and communications
 Quality management plan (QMP)
 Reporting requirements and procedures
 Risk management/claims avoidance
 Procurement and contract administration
 Design management
Select Relevant Experience
Well Nos. 10 and 11 Evaluation and Rehabilitation,
La Habra Heights County Water District
Well No. 2 Replacement,
California Domestic Water Company
Well No. 21 Construction Observation,
City of Garden Grove
Valley Center and Santa Clara Wells, Santa Clarita
Water Division of Castaic Lake Water Agency
Well No. 20, Yorba Linda Water District

W. David Byrum, PE – Principal-in-Charge
Education: B.S., Mechanical Engr ., University of CA, Los Angeles, 1977 Registration: Professional Civil Engineer, California No. 43296 Mr. Byrum has 40+ years (28+ with Civiltec) of
experience as a systems planner, design engineer,
project manager, principal engineer, and
construction manager. He is an expert in the
planning and design of water distribution and
transmission pipelines, water treatment plants,
booster pumping stations, steel and concrete
reservoirs, groundwater wells, and specialty
valving stations. He also prepares agency
compliance reports and technical studies to
ensure water purveyors remain in compliance
with current regulations. Mr. Byrum has designed
70 Well No. 19
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and managed 50+ groundwater wells in his
career.

Select Relevant Experience
Well Nos. 10 and 11 Evaluation and
Rehabilitation, La Habra Heights County Water
District
Well No. 5 Rehabilitation Recommendations, La
Puente Valley County Water District
Arrow Well Evaluation and Rehabilitation,
Valley County Water District
Valley Center and Santa Clara Wells, Santa Clarita
Water Division of Castaic Lake Water Agency
Well No. 2 Replacement,
California Domestic Water Company

Steven Walker, PE – Project Engineer
Education: B.S., Environmental Engineering, University of Florida, 1999 Registration: Professional Civil Engineer, California No. 86693 Mr. Walker has 21+ years of experience in all
aspects of planning, design, and construction
oversight of municipal water and wastewater
systems. His experience includes treatment,
conveyance, pumping, and storage systems. His
planning experience includes computerized
hydraulic modeling and construction cost
estimates of present and future system needs. He
also brings a broad understanding of pump
selection requirements in both constant speed
and VFD applications. His background in
construction oversight and startup and testing of
pumping systems brings the added value of being
able to aid in trouble shooting anomalous
operational difficulties.

Select Relevant Experience
Miragrand Well Equipping, Three Valleys
Municipal Water
Well No. 7, City of Inglewood
Maple Yard Wells, City of Beverly Hills
Crownhaven Well Replacement and PFAS
Treatment System, California American Water
Well No. 8 PFAS Ion Exchange Treatment Plant,
California Domestic Water Company

Heber Torres, PE – Electrical Engineer
Mr. Torres has 30+ years (4+ years with Civiltec)
of electrical engineering experience. He
specializes in solar, water/wastewater treatment
systems and semiconductor fabrication plants.

His knowledge includes electrical and control
system design for high tech laboratories, power
plants, schools, large scale semiconductor
fabrications, and solar power plants.

Select Relevant Experience
Well No. 2 Replacement,
California Domestic Water Company
Well No. 9 Electrical Improvements,
City of Fullerton
Well Nos 2 and 5 Electrical Analysis, La Puente
Valley Water District
Rosemead Well No. 11, Pico Water District
Wellfield Electrical Upgrade, City of Monrovia

Joe Amar, PG – Groundwater
Geologist (RCS)
Education: University of Arizona, Tucson. B.S., Geosciences, 2006 Registration: Professional Geologist, California No. 9298 Mr. Amar has been a Groundwater Geologist with
RCS since 2013. Major areas of groundwater
work have encompassed project management
and lead geologist during numerous groundwater
development projects including the drilling and
field monitoring of construction of municipal-
and irrigation-supply water wells and aquifer
testing studies. These efforts have also included:
geologic logging of pilot boreholes by direct air,
direct mud, and reverse circulation drilling
methods; project management, oversite and field
monitoring and office services during the
construction, testing, destruction, and/or
rehabilitation of numerous deep monitoring
wells and/or water-supply wells in Los Angeles,
Orange, San Bernardino, Riverside, San Diego,
Kern, Inyo, Siskiyou, Sonoma and Napa counties
as well as Viti Levu, Fiji; graphically interpreting
data in a variety of hydrogeologic settings; and
using Geographic Information Systems (GIS) to
evaluate hydrogeologic conditions.

Select Relevant Experience
Rehabilitation of Well No. 43, at Anaheim Lakes,
City of Anaheim
Conceptual Hydrogeologic Model, Design and
Construction of Five Municipal Water-Supply
Wells and the Destruction and Rehabilitation of
71 Well No. 19
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February 10, 2025 | Page 10
Select Relevant Experience
Three Wells, City of Santa Monica Water
Resources Division

Chris Brown – Hydrologic Services (BEST)
Best Drilling and Pump, Inc. is a non-union,
licensed C-57, full-service water well drilling and
pump service contractor. Specializing in industry
leading techniques and methods, our well and
pump services include geophysical survey and
assessment, debris removal, chemical and
mechanical rehabilitation, liner installation and
development, and pump testing using company
owned and operated test pump equipment. Our
pump division specializes in permanent pump
selection, installation and start-up of both deep
well pump systems and booster pump stations.

Maintenance services include troubleshooting
problematic equipment in the field, and
assessment, inspection reporting and repair of
submersible pump assemblies, vertical line-shaft
turbine pump assemblies and booster pump
assemblies. Additional services included packer
installation and testing, well repair (swaging and
patching) and well abandonment. As an industry
leader, Best Drilling and Pump, Inc. will deliver the
highest quality of water well and pump
maintenance services to your agency.

Select Relevant Experience
Well Nos. 10 and 11 Evaluation and
Rehabilitation, La Habra Heights County Water
District
Irvine Ranch Water District Well Nos 2 and 17
rehabilitation
72 Well No. 19
Construction Support Services

February 10, 2025 | Page 11

6. WORK HOUR ESTIMATE

HOURS BY HOURS BY HOURS BY HOURS BY HOURS BY HOURS BYRCSPIC PrEE Sr. D SE CADT COHydrogeologistTOTALScope of Work 275.00$ 235.00$ 205.00$ 190.00$ 130.00$ 160.00$ (x1.15)HOURSPhase 4 - Drilling Construction Mgt. & Inspection ServicesTask 1 - Preconstruction Meeting 4 2 2816Task 2 - Job Meetings 6 4 81230Task 3 - Project Schedule 2 6 8Task 4 - Submittals and Shop Drawings 8 8 161244Task 5 - Coordinatoin 1 4 5Task 5 - Observation 120164284Task 6 - RFIs and Changed Conditions 12 244177Task 7 - Pay Estimates 3 6 9Task 8 - Record Drawings 2 8 2 16 28Task 9 - Final Observation 3 22126Task 10 - Project Closeout 3 42128HOURS441487416120279555SR. PIC = Sr. Principal Engineer PIC = Principal Engineer SrE = Senior EngineerSrPM = Sr. Project Manager PrEE = Principal Electrical Engineer PM = Project ManagerSrPE = Sr. Project Engineer PE = Project Engineer SrD = Sr. DesignerSE = Staff Engineer D = Designer DD = Designer/DrafterCADT = CAD Technician JrE = Junior Engineer PT = Planning TechnicianAdmin = Administrative Assistant/Clerical CO = Resident Eng./Const. Observer 2MS = Two Person Survey CrewSM = Survey ManagerSLS = Staff Land Surveyor 73 Well No. 19
Construction Support Services

February 10, 2025 | Page 12

7. PROJECT TEAM EXPERIENCE
Feel free to contact Civiltec’s references to verify
our dedication to providing unique, gainful
solutions. Our reputation and the quality of our
work is paramount to us. We want you to feel
confident that this project is in good hands!
Well Nos. 10 and 11 Evaluation and
Rehabilitation, La Habra Heights County
Water District
Reference: Michael Gualtieri | General Manager| (e) [email protected] | (p) 562.697.6769 Professional Service Dates: October 2010 - October 2012 Construction Dates: March 2012 - August 2016 Construction Costs: $269,271.00 Key Team Members: Shem Hawes | David Byrum | Bryan Hellein | BEST Wells 10 and 11 were planned for rehabilitation
in the 2015 Water Master Plan due to declining
water levels in the groundwater basin and loss of
transmissivity and production rates. The project
goal was centered on rehabilitation of two wells
(approximately 300 feet apart) that could not be
out of service at the same time. The projects were
completed ahead of maximum summer demands
with significant increased pumping efficiency.

Well production was increased from
approximately 1,200 to 2,500 gpm. Civiltec
designed and placed the project out for bid to
seven contractors and provided construction
management and observation services.

Services included evaluation of the last 10
years of pump tests, evaluation of basin water
levels and well transmissivity rates,
evaluation of water quality trends, evaluation
of pump test results, development of a
rehabilitation process including video
inspections, chemical treatment
recommendations, pump testing post
treatment, selection of new pumping
equipment, transition to a water lubricated
pump and start-up and testing. Civiltec also
completed the application for a project specific
well water discharge permit with the California
Water Boards and Los Angeles County Flood
Control and provided discharge water
monitoring for compliance with the National
Pollutant Discharge Elimination System (NPDES)
permit and reporting.

Construction sequencing was required to
rehabilitate Well No. 11 while keeping Well No.
10 active and then provide a reverse plan to
rehabilitate Well No. 10.

Similar services were also provided for Wells 8
and 9.

Well No. 5 Rehabilitation
Recommendations, La Puente Valley
County Water District
Reference: Paul Zampiello | Water Systems Manager | pzampiello@lapuentewater .com | 626.256.8292 Professional Service Dates: May 2019 – June 2019 Construction Cost: N/A Key Team Members: David Byrum Civiltec evaluated the video inspections for Well
No. 5 performed by BEST after bailing the well to
determine any necessary rehabilitation methods.

After inspection, scope of work for the contractor
to quote and implement to rehabilitation was
drafted. Scope included casing repairs, wire
blushing, drilling out compacted sediments, and
chemical treatment. Civiltec also inspected and
evaluated pumping equipment and made
recommendations for salvage and replacement.
74 Well No. 19
Construction Support Services

February 10, 2025 | Page 13
Arrow Well Evaluation and Rehabilitation,
Valley County Water District
Reference: Jose Martinez | General Manager | [email protected] | 626.338.7301 Professional Service Dates: October 2016 – September 2019 Construction Cost: $1,321,875.00 (est.) Key Team Members: David Byrum | Bryan Hellein Civiltec evaluated the
feasibility to reactivate the
Arrow Well 20 years after
the well was deactivated.

This included reviewing
video inspections to
determine the most effective rehabilitation
methods and managing a subconsultant that
performed well rehabilitation by brushing,
bailing, chemically treating and surging the well
including well redevelopment, pump testing and
disinfection. Following well rehabilitation,
Civiltec provided observation services to re-
equip the well with a new vertical turbine pump,
400 horsepower motor, concrete pedestal, and
rehabilitation of the existing block wall building.

Well No. 2 Replacement,
California Domestic Water Company
Reference: Lynda Noriega | Vice President/General Manager | [email protected] | 562.947.3811 Professional Service Dates: May 2017 – September 2019 Construction Cost: $1,500,000 Key Team Members: Shem Hawes | David Byrum | Bryan Hellein Civiltec conducted a
well replacement for
California Domestic
Water Company
existing Well No. 2
with new well
capable of supplying 3,200 gpm of groundwater
production. Firstly, the demolition of the entire
existing well and faculties while salvaging the
existing well starter, portable generator
connectors and flow meter was conducted. For
the project Civiltec designed, new well casing and
drillings, new pumping equipment which include
discharge piping to tie in the existing No. 2 Well
discharge pipeline, new concrete pedestal
foundation for the new wellhead, shade structure
and minor site grading to ensure compliance with
the DDW and State Resource Water Quality
Control Board (SRWQCB) requirements. Civiltec
reutilized the existing electrical system for the
new well and used the existing well starter and
portable generator connections in the new motor
control center.

Well No. 11 Evaluation and Rehabilitation,
San Gabriel County Water District
Reference: Jim Prior, General Manager | [email protected] | 626.287.0341 Professional Service Dates: June 2015 – March 2016 Key Team Members: Shem Hawes | David Byrum Civiltec provided
an analysis to
evaluate Well No.
11 production
pumping history, pump performance and assist
SGCWD in developing options to reduce nitrate
concentrations in Well No. 11. SGCWD provided 3
years of historical well data and 3 days of recent
test pumping and water quality data to assist with
the analysis. The approximate pump Total
Dynamic Head (TDH) is based on the reported
110 parts per square inch (psi) to 120psi
discharge pressure. The well pump discharge and
system pressure are dependent on the system
demand and on the reservoir water level.

The 3 years of data verified some decrease in the
well performance and pump performance, as
expected. The static water level dropped 12-18
feet, the pumping level dropped 20-30 feet and
the pumping rate decreased 70-80 gpm. The most
recent higher levels of nitrate seem to also
coincide with lower pumping levels. The average
static level only dropped 14 feet in the previous 3
years. The pumping level is down an average of
40 feet, while pump production has decreased
from 900 to 866 gpm.

Civiltec also designed Well Nos. 16, 15, 14 and 12.

SGCWD skipped numbering Well No. 13.
75 Well No. 19
Construction Support Services

February 10, 2025 | Page 14
Rehabilitation of Well No. 43, at Anaheim
Lakes, City of Anaheim
Reference: Michael Fileccia | [email protected] | 714.765.4427 Service Dates: Completed 2019 Construction Cost: $625,000 RCS Key Team Members: Earl LaPensee | Joe Amar | Geza Demeter RCS assisted Anaheim with the rehabilitation of
this well at Anaheim Lake. This project consisted
of initial testing and evaluation of downwell
conditions, the preparation of technical
specifications and bidding assistance, and field
observation/monitoring of rehabilitation of the
well, including the installation of a casing liner.

Conceptual Hydrogeologic Model, Design
and Construction of Five Municipal Water-
Supply Wells and the Destruction and
Rehabilitation of Three Wells, City of
Santa Monica Water Resources Division
Reference: Chris Aguillon | [email protected] | 310,458,8235 Service Dates: 2013 – 2022 Construction Cost: $7,716,000 RCS Key Team Members: Earl LaPensee | Joe Amar | Geza Demeter RCS is assisting Santa Monica in developing
groundwater supplies. Initially, RCS was tasked
with developing a conceptual groundwater model
for the Santa Monica Basin and later developing a
Perennial Yield Study for the groundwater
resources. This progressed into the siting,
preliminary design, and construction of five new
water-supply wells for Santa Monica ranging in
depths from 600 to 900 feet, destruction of two
existing wells and rehabilitation of one other well.

Well # 2 and Well # 17, Irvine Ranch
Water District
Reference: Carl Spangenberg | Senior Engineer |
[email protected] | 949.4583.5567 Service Dates: March 2018 – November 2019 Construction Cost: $1,012,464.00 Key Team Members: Chris Brown | Muris Mitchell | Jeremy Sander Best removed both pumps and performed video
surveys, CITM and Deviation Survey of each of the
wells to inspect conditions of the well casing prior
to rehabilitation. Following the pre-rehabilitation
video survey, BEST performed chemical
rehabilitation of the wells. After chemical
treatment, swabbing/ airlifting and neutralizing
each well, BEST owned and operated test pump
assemblies installed at each well. The wells were
test pumped to determine new pumping design
points. The test pumps were then removed
followed by a post-rehabilitation video survey to
check the effectiveness of rehabilitation. Review
of the pump test data determined new pump
assembly designs. New pump assemblies were
furnished and installed in each well and the wells
were returned to service. In addition to this work,
BEST installed a stainless-steel liner in Well 2.

8. REFERENCES
Agency Reference Contact Info
Lynda Noriega |
President/ General
Manager | California
Domestic Water Company
(e) [email protected]
(p) 562.947.3811
Michael Gualtieri |
General Manager| La
Habra Heights County
Water District
(e) [email protected]
(p) 562.697.6769
Jim Prior | General
Manager | San Gabriel
County Water District
(e) [email protected]
(p) 626.287.0341
RCS Select Reference
Michael Fileccia | City of
Anaheim
(e) [email protected]
(p) 714.765.4427
BEST Select Reference
Carl Spangenberg | Irvine
Ranch Water District
(e) [email protected]
(p) 949.4583.5567

9. PROFESSIONAL FEE PROPOSAL
As requested by the City, our professional fee
proposal is included as a separate document.
76 Civil, Water, Wastewater, Drainage, Transportation and Electrical/Controls Engineering ● Construction Management ● Surveying California ● Arizona

1440 N. Harbor Blvd., Suite 721, Fullerton, CA 92835 | P: 714.459.7957 City of Garden Grove February 10, 2025
13802 Newhope Street
Garden Grove, CA 92843

Attention: Rebecca Li, PE | Senior Civil Engineer

Subject: Proposal for Construction Support of Well No. 19

Dear Ms. Li:

Civiltec engineering, inc. (Civiltec) proposes to provide the scope of services per our proposal dated February 10, 2025 for the above-mentioned project on time and materials not to exceed the following total budgets without prior authorization from the City of Garden Grove (City).

Phase 1 - Drilling Construction Mgt. & Inspection Services ........................... $108,404.00

Total ....................................................................................................................... $108,404.00 10% Contingency ................................................................................................. $10,841.00 Total Project Fee (with Contingency) ........................................................ $119,245.00

The project budget worksheet is included as an attachment. The City will be responsible for any permit or plan check fees. Please contact me with any questions you may have. We are available to discuss this proposal at your convenience. This cost proposal is valid for a period of 90 days.

Sincerely,

C. Shem Hawes, PE
Principal, Senior Engineer

CSH:cms
77 City of Garden Grove
Construction Support of Well No. 19
Time and Fee Estimate
Date: February 10, 2025

HOURS BY HOURS BY HOURS BY HOURS BY HOURS BY HOURS BY RCS PIC PrEE Sr. D SE CADT CO Hydrogeologist TOTAL
Scope of Work 275.00 $ 235.00$ 205.00$ 190.00$ 130.00$ 160.00$ (x1.15) COST Phase 1 - Drilling Construction Mgt. & Inspection Services 108,404.00 $ Task 1 - Preconstruction Meeting 4 2 2 1,908.00 $ 3,858.00$ Task 2 - Job Meetings 6 4 8 2,862.00 $ 6,972.00$ Task 3 - Project Schedule 2 6 1,690.00 $
Task 4 - Submittals and Shop Drawings 8 8 16 2,862.00 $ 9,982.00$ Task 5 - Coordinatoin 1 4 1,035.00 $
Task 6 - Observation 120 37,196.00 $ 56,396.00$ Task 7 - RFIs and Changed Conditions 12 24 1,908.00 $ 9,768.00$ Task 8 - Pay Estimates 3 6 1,965.00 $
Task 9 - Record Drawings 2 8 2 16 4,650.00 $
Task 10 - Final Observation 3 2 4,649.00 $ 5,854.00$ Task 11 - Project Closeout 3 4 4,649.00 $ 6,234.00$ HOURS 44 14 8 74 16 120
BUDGET 12,100.00$ 3,290.00$ 1,640.00$ 14,060.00$ 2,080.00$ 19,200.00$ 56,034.00$ 108,404.00$ 10% Contingency 12,100.00$ 10,841.00$
TOTAL COST (w/ Optional Tasks and Contingency) -$ 119,245.00$ SR. PIC = Sr. Principal Engineer PIC = Principal Engineer SrE = Senior EngineerSrPM = Sr. Project Manager PrEE = Principal Electrical Engineer PM = Project ManagerSrPE = Sr. Project Engineer PE = Project Engineer SrD = Sr. DesignerSE = Staff Engineer D = Designer DD = Designer/DrafterCADT = CAD Technician JrE = Junior Engineer PT = Planning TechnicianAdmin = Administrative Assistant/Clerical CO = Resident Eng./Const. Observer 2MS = Two Person Survey CrewSM = Survey Manager SLS = Staff Land Surveyor Prepared by CIVILTEC ENGINEERING 2/10/2025 Page 1
78 Item 47/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Chief El-Farra
Dept:

City Manager Dept: Police
Date: 2/25/2025

Subject: Authorization to accept the 2024 Proposition 69 – DNA Identification Fund Award. (Award amount: $105,000)(Action Item)

OBJECTIVE

To obtain City Council authorization to accept the 2024 Proposition 69 – DNA Identification Fund award. Through the proposed award, the City is eligible to receive $105 ,000 in state funds to enhance DNA evidence storage capabilities through the purchase of 15 DNA storage units.

BACKGROUND

Proposition 69 provides funding for the collection, verification, and management of DNA evidence, with each county determining how to distribute its share. In Orange County, a committee of law enforcement and justice officials oversees the funds, focusing on initiatives that strengthen DNA programs.

On January 28, 2025, the Orange County Board of Supervisors approved $105,000 in Proposition 69 funding for the Garden Grove Police Department to purchase DNA equipment.

This equipment will enhance DNA evidenc e preservation and storage capabilities, ensuring compliance with Proposition 69 and supporting ongoing forensic investigations.

DISCUSSION

The 2024 Proposition 69 – DNA Identification Fund award in the amount of $105,000 was awarded to the City on January 28, 2025. This is a state funding, and will be used to purchase 15 DNA storage units capable of operating as refrigerators or freezers. Funds awarded are expected to be expended within 18 months of notification of Board of Supervisors’ approval.

FINANCIAL IMPACT

The 2024 Proposition 69 – DNA Identification Fund award provides $105,000 for the purchase of 15 DNA storage. There is no local match requirement, thus no fiscal impact on the General Fund.
79 Item 47/2025

Page 2 of 2 ends

RECOMMENDATION

It is recommended that the City Council:
 Accept the 2024 Proposition 69 – DNA Identification Fund award in the amount of $105,000;
 Approve the appropriation in the amount of $105,000 for the 2024 Proposition 69 – DNA Identification Fund award in Fund 233, State Grants; and  Approve the allocation of these funds for the purchase of 15 DNA storage units.

ATTACHMENT(S)

1. County of Orange FY2024-25 Mid-Year Budget Report: January 28, 2025

2. Orange County Board of Supervisors - Minute Order January 28, 2025

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I certify that the foregoing is a true and correct copy of the Minute Order adopted by the Board of Supervisors , Orange County, State of California.

Robin Stieler, Clerk of the Board

By:_______________________________________
Deputy

1 of 3

ORANGE COUNTY BOARD OF SUPERVISORS

MINUTE ORDER
January 28, 2025

Submitting Agency/Department: County Executive Office
Approve FY 2024-25 Mid-Year Budget Report; approve related budget adjustments and reserve changes; amend master position control; direct Auditor-Controller to make Fund F12J payments under certain conditions; approve FY 2025-26 budget adoption schedule; approve John Wayne Airport (JWA) and OC Public Works reorganization of OC Facilities Design & Construction Division, Project Management Unit 3, effective 2/7/25; authorize JWA Director or designee to execute or amend related documents under certain conditions; authorize County Procurement Officer or Deputized designee to update Contract
Continued on attached page...

The following is action taken by the Board of Supervisors:

APPROVED AS RECOMMENDED
OTHER

APPROVED AS RECOMMENDED; DIRECTED COUNTY EXECUTIVE OFFICE TO PROVIDE A REPORT IDENTIFYING THE DIVERSITY, EQUITY, AND INCLUSION (DEI) PROGRAMS ( I.E., WHAT ARE THEY,

WHAT ARE THEY INTENDED TO ACCOMPLISH, HOW ARE THEY EVALUATED AND WHO SUPERVISES

THEM, HOW
Continued on attached page...

Unanimous
(1) NGUYEN: Y (2) SARMIENTO: Y (3) WAGNER: Y (4) CHAFFEE: Y (5) FOLEY: Y Vote Key: Y=Yes; N=No; A=Abstain; X=Excused; B.O.=Board Order Documents accompanying this matter:

Resolution(s)
Ordinances(s)
Contract(s)

Item No. 29

Special Notes:

Copies sent to:

CEO – Victoria Lim
2/4/25
84 I certify that the foregoing is a true and correct copy of the Minute Order adopted by the Board of Supervisors , Orange County, State of California.

Robin Stieler, Clerk of the Board

By:_______________________________________
Deputy

2 of 3

ORANGE COUNTY BOARD OF SUPERVISORS

MINUTE ORDER
January 28, 2025
The following is action taken by the Board of Supervisors:

APPROVED AS RECOMMENDED
OTHER

Unanimous
(1) NGUYEN: Y (2) SARMIENTO: Y (3) WAGNER: Y (4) CHAFFEE: Y (5) FOLEY: Y Vote Key: Y=Yes; N=No; A=Abstain; X=Excused; B.O.=Board Order

Policy Manual under certain conditions; direct Auditor-Controller to close Social Services Agency Leased Facilities Fund 102 and transfer any residual balances to Budget Control 063; approve new and revised classification specifications and title descriptions; set or adjust pay grades and recruiting steps; and delete obsolete classifications as summarized, effective 2/7/25; approve and adopt Side Letter Agreement with International Union of Operating Engineers, Local 501; approve and adopt revisions to the Personnel & Salary Resolution; approve phased reorganization of County's procurement function to County Executive Office and shift all procurement personnel to County Procurement Office and direct various agencies to facilitate changes and related actions, effective 2/7/25; direct County Executive Office to return to the Board as necessary for implementation of all centralization activities; and approve addition or revisions of events to the FY 2024-25 County Event Calendar and make related findings per Government Code Section 26227 - All Districts (R.A.s 1 and 8 require 4/5 vote of members present)

Item No. 29
85 I certify that the foregoing is a true and correct copy of the Minute Order adopted by the Board of Supervisors , Orange County, State of California.

Robin Stieler, Clerk of the Board

By:_______________________________________
Deputy

3 of 3

MINUTE ORDER

The following is action taken by the Board of Supervisors:

APPROVED AS RECOMMENDED
OTHER

Unanimous
(1) NGUYEN: Y (2) SARMIENTO: Y (3) WAGNER: Y (4) CHAFFEE: Y (5) FOLEY: Y Vote Key: Y=Yes; N=No; A=Abstain; X=Excused; B.O.=Board Order

MANY EMPLOYEES ARE STAFFED BY EACH PROGRAM, HOW THEY ARE FUNDED AND WHETHER THE FEDERAL FUNDING IS AT RISK, AND GIVEN FUNDING UNCERTAINTY, PUT A PAUSE ON PROGRAMS);

AND DIRECTED COUNTY EXECUTIVE OFFICER OR COUNTY FINANCIAL OFFICER, IF MORE

APPROPRIATE, TO ESTABLISH AND IMPLEMENT A CONTRACT REDUCTION PROGRAM THAT OFFERS

EITHER A ONE OR A TWO-YEAR CONTRACT EXTENSION FOR VENDORS OFFERING A REDUCTION IN PRICING. THE PROGRAM WOULD INCLUDE COMMUNICATIONS TO THE VENDORS, INFORMING AND

INVITING PARTICIPATION IN THE PROGRAM, COLLABORATING WITH VENDORS TO AMEND

CONTRACTS TO REFLECT THE EXTENDED TERM IN COST REDUCTION AND TO REPORT BACK ON THE STATUS, PARTICIPATION AND THE AMOUNT AND TYPE OF SAVINGS REALIZED.

Item No. 29
86 87
88

Page 1 ends

Agenda Item

AGENDA STAFF REPORT

ASR Control 24-001054

MEETING DATE: 01/28/25
LEGAL ENTITY TAKING ACTION: Board of Supervisors
BOARD OF SUPERVISORS DISTRICT(S): All Districts
SUBMITTING AGENCY/DEPARTMENT: County Executive Office (Approved) DEPARTMENT CONTACT PERSON(S): Kimberly Engelby (714) 834-3530 Oana Cosma (714) 834-7410

SUBJECT: FY 2024-25 Mid-Year Budget Report

CEO CONCUR COUNTY COUNSEL REVIEW CLERK OF THE BOARD
Concur No Legal Objection Discussion
4/5 Vote

Budgeted: N/A Current Year Cost: N/A Annual Cost: N/A

Staffing Impact: See Staffing Impact
Section
# of Positions: Sole Source: N/A
Current Fiscal Year Revenue: N/A
Funding Source: N/A County Audit in last 3 years: No
Levine Act Review Completed: N/A

Prior Board Action: N/A

RECOMMENDED ACTION(S):

A four -fifths vote is required on Recommended Actions One and Eight. The requested appropriation, revenue, transfers in/out and reserve changes are summarized in this section of the report in the Budget Adjustment Summary document. The requested position changes are summarized in the Position Change Summary.

1. Direct the Auditor -Controller to revise appropriations, revenues, transfers in/out, reserves and obligated fund balances as detailed in the Budget Adjustment Summary in accordance with Government Code Sections 29130, 29125 and 25252. (Requires four-fifths vote)

2. Direct County Executive Office -Human Resource Services to amend the master position control, subject to final classification review, as detailed in the Position Change Summary.

3. Direct the Auditor -Controller to make payment(s) from Fund 12J to the entities and up to amounts summarized in the table included in the Budget Issues section of this report and upon receipt of approved payment request form(s) from the County Executive Office.

4. Approve the FY 2025 -26 budget adoption schedule as follows: (a) The FY 2025 -26 Recommended Budget will be available to the public on or before May 21, 2025; (b) A notice stating that the Recommended Budget is available to members of the public a nd the time and place of the public hearing will be published on or before May 21, 2025; (c) The Board shall conduct the public budget 89

Page 2 ends

hearing on the Recommended Budget beginning on June 10, 2025 and concluding no later than June 23, 2025; and (d) On June 24, 2025, or no later than June 30, 2025, the Board shall adopt the FY 2025-26 Budget by resolution.

5. Approve the John Wayne Airport and OC Public Works reorganization for the OC Facilities Design & Construction Division, Project Management Unit 3, effective February 7, 2025, in accordance with County Administrative Procedure 0112-04 for Organizational Changes.

6. Authorize the John Wayne Airport Director or designee to execute or amend non -financial, documents and/or changes related to the current OC Facilities Design & Construction Division, Project Management Unit 3 associated contracts.

7. Authorize the County Procurement Officer or Deputized designee to make administrative changes to the Contract Policy Manual to update delegation of authority by adding John Wayne Airport Director as an authorized delegate to procure Architect -Engineer service and public works c ontracts in accordance with §3.4 Architect -Engineer Service Contracts and §3.5 Public Works Construction Contracts and make minor, non-material updates as needed.

8. Direct Auditor-Controller to close Social Services Agency Leased Facilities Fund 102, and transfer any residual balances to Social Services Agency, Budget Control 063. (Requires four-fifths vote)

9. Effective February 7, 2025, approve revised classificat ion specifications and adjust pay grades for Cadastral Technician Trainee (Title Code 1780GE), Cadastral Technician I (Title Code 1781GE), Cadastral Technician II (Title Code 1787GE), Senior Cadastral Technician (Title Code 1789GE), and Supervising Cadastr al Technician (Title Code 1790SM); delete Chief Cadastral Technician (Title Code 1793SM) and direct Human Resource Services to remove the obsolete classification from all Orange County Plan documents.

10. Approve and adopt Side Letter Agreement between the County of Orange and the International Union of Operating Engineers, Local 501, to add Electrician Certification Pay premium included as Attachment D.

11. Effective February 7, 2025, approve revised ti tle description, classification specifications, and adjust the pay grade and recruiting step for Engineering Geologist Associate (Title Code 1855GE), Engineering Geologist (Title Code 1859GE), Senior Engineering Geologist (1860SM); delete Geologist (Title Code 1858GE) and direct Human Resource Services to remove the obsolete classification from all Orange County Plan documents.

12. Effective February 7, 2025, approve revised classification specification for Facilities Mechanic (Title Code 3166CP) and dele te Facilities Mechanic Leadworker (Title Code 3167CP); direct Human Resource Services to remove the obsolete classification from all Orange County Plan documents after all budgeted positions have been reallocated.

13. Effective February 7, 2025, approve revised classification specification, title description, and adjust pay grade for Investigative Assistant II (Title Code 6524GE); approve and adopt new classification specification and set pay grade for Investigative Assistant I (Title Code 6519GE).

Page 3 ends

14. Effective February 7, 2025, approve and adopt revisions to the Personnel & Salary Resolution included as Attachment E.

SUMMARY:

The Mid -Year Budget Report provides the Board of Supervisors, members of the public, County departments and other interested parties with an overview of the current status of revenues, expenditures, Net County Cost, total budgeted positions and various dep artmental issues requiring recommended changes to the County's budget.

BACKGROUND INFORMATION:

The following components of the FY 2024 -25 Mid -Year Budget Report for Board of Supervisors consideration can be found in Attachment A:

Executive Summary
Budget Issues
Human Resources Issues, including:

Position Summary and Vacant Positions - Aged

Recommended Actions
Budget Adjustment Summary
Position Change Summary

The County of Orange uses the OpenOC Data Tool, which is a web-based software providing increased transparency and easy access to finance and budget information. Supplemental expense and revenue data are available by accessing the OpenOC link: http://data.egovoc.com/?FY2025Q2#/b0. Budget and actual reports, as of December 31, 2024, can be viewed using the Budget Report – Report Links found on the left-hand side of the web page.

FINANCIAL IMPACT:

Please see Attachment A for Financial Impact detail.

STAFFING IMPACT:

Detailed departmental position change request information is included in the Budget Issues section of Attachment A, including a summarization of Department requests to add positions. The position change summary of Attachment A documents the specific positions and position titles.

REVIEWING AGENCIES:

Auditor-Controller
91

Page 4 ends

ATTACHMENT(S):

Attachment A - FY 2024-25 Mid-Year Budget Report
Attachment B - Government Code Sections
Attachment C - Classification Maintenance Studies
Attachment D - IUOE Side Letter Agreement Electrician Certification Premium Pay Attachment E - Personnel & Salary Resolution

92 Item 68/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Patricia Song
Dept:

City Manager Dept: Finance
Date: 2/25/2025

Subject: Receive and file warrants. (Action Item)

OBJECTIVE

For the City Council to receive and file the warrants.

BACKGROUND/DISCUSSION

Attached are the warrants recommended to be received and filed.

FINANCIAL IMPACT

Items listed in the warrants are budgeted.

RECOMMENDATION

It is recommended that the City Council:
 Receive and file the warrants.

ATTACHMENT(S)

1. 01312025PR

93 City of Garden Grove
Certificate of Warrants
Register Date:

Feb 6, 2025
This is to certify the demands covered by EFT numbers 00051984 through 00052639 and check numbers 00186040 through 00186052 inclusive as listed on this register and have been verified by the Finance Division as properly issued and bear all proper signatures.

Note:

Finance Director
Patricia Song

Finance Director
94 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 2
PY - Payroll
Check Type: CHK
Check Vendor # Vendor Name Issue Date Check Amount
00186040 E05264 LAWRENZ, CHRISTIAN M 02/06/2025 $480.74 00186041 E00977 BELAIR, DIANE 02/06/2025 $2,264.56 00186042 E05262 FLORES, JAVIER 02/06/2025 $2,351.95 00186043 E05309 VASQUEZ, JADE F 02/06/2025 $267.41 00186044 E05301 CARRILLO, MIKE R 02/06/2025 $1,948.55 00186045 E05302 CASTILLO, JOSE A 02/06/2025 $1,948.55 00186046 E05305 ESPINOZA, KAREEN G 02/06/2025 $1,942.25 00186047 E04444 JULIENNE, PATRICK R 02/06/2025 $5,280.53 00186048 E06761 MEEKS, REBECCA S 02/06/2025 $2,791.06 00186049 E05306 BISHOP, AIDAN M 02/06/2025 $562.06 00186050 E05273 MARTINEZ, ANDRES 02/06/2025 $955.75 00186051 E03529 ROCHA, MICHAEL F 02/06/2025 $2,241.85 00186052 E05300 PHAM, TRUC N 02/06/2025 $2,375.81 CHK - Total $25,411.07
Check Type: EFT
Check Vendor # Vendor Name Issue Date Check Amount
00051984 E05295 ARESTEGUI, ARIANA 02/06/2025 $756.60 00051985 E03973 AVILA, VERONICA 02/06/2025 $575.73 00051986 E03982 BECKLES, CAROL E 02/06/2025 $49.27 00051987 E04755 BRIETIGAM III, GEORGE S 02/06/2025 $678.51 00051988 E02788 DAVIS, JEFFREY P 02/06/2025 $3,921.69 00051989 E05080 DOVINH, JOSEPH T 02/06/2025 $719.61 00051990 E04994 GREENUP, BREANNA C 02/06/2025 $1,141.50 00051991 E00803 GRIMM, PAMELA M 02/06/2025 $2,261.43 00051992 E04131 HERREN, NOELLE N 02/06/2025 $3,137.79 00051993 E05268 KIM, JUDY M 02/06/2025 $1,363.58 00051994 E04442 KIM, LISA L 02/06/2025 $6,946.99 00051995 E04536 KLOPFENSTEIN, STEPHANIE L 02/06/2025 $670.95 00051996 E05072 LOPEZ, CARLOS 02/06/2025 $1,139.42 00051997 E05263 LYNN, JEANNETTE F 02/06/2025 $986.55 00051998 E02787 MORAN, MARIE L 02/06/2025 $3,056.60 00051999 E05294 MUNETON, YESENIA P 02/06/2025 $779.01 Server Name: cognos.ggcity.org User Name: victoriac
95 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 3
Check Vendor # Vendor Name Issue Date Check Amount
00052000 E05297 NGUYEN, PHILLIP P 02/06/2025 $756.59 00052001 E04528 PARK, SHAWN S 02/06/2025 $2,943.82 00052002 E01964 PULIDO, ANA E 02/06/2025 $5,103.75 00052003 E05057 SATO, MICHI L 02/06/2025 $2,915.73 00052004 E05259 SERRATO RODRIGUEZ, DIANA 02/06/2025 $1,817.17 00052005 E03715 THAI, KRISTY H 02/06/2025 $0.00 00052006 E05079 TRAN, CINDY NGOC 02/06/2025 $787.33 00052007 E03983 VASQUEZ, LIZABETH C 02/06/2025 $3,077.84 00052008 E04971 VITAL, ANDREA 02/06/2025 $2,152.22 00052009 E05192 WEST, MATTHEW S 02/06/2025 $7,719.29 00052010 E04944 ANDERSON CAMBA, ASHLEIGH R 02/06/2025 $2,693.39 00052011 E04764 BRADLEY, JANNA K 02/06/2025 $3,428.02 00052012 E03766 CERDA, MARY C 02/06/2025 $1,137.54 00052013 E04673 HART, BRANDI M 02/06/2025 $1,641.77 00052014 E04363 KWAN, LIANE Y 02/06/2025 $4,358.86 00052015 E01985 LEE, JANY H 02/06/2025 $5,360.08 00052016 E05078 SANCHEZ, GIOVANNI P 02/06/2025 $2,375.13 00052017 E04417 STEPHENSON, CAITLYN M 02/06/2025 $2,706.63 00052018 E05286 TRAN BELLEVILLE, LYDIA M 02/06/2025 $2,811.18 00052019 E04390 AMBRIZ, STEPHANIE 02/06/2025 $1,606.97 00052020 E04445 BROWN, KAREN J 02/06/2025 $872.32 00052021 E05068 CASTELLON, ALVARO A 02/06/2025 $4,888.77 00052022 E04961 CHAO, VICTORIA 02/06/2025 $1,885.22 00052023 E03686 CHAVEZ, JAIME F 02/06/2025 $1,709.56 00052024 E03760 CHUNG, JANET J 02/06/2025 $2,553.95 00052025 E05094 CORTEZ, ELIZABETH M. 02/06/2025 $2,410.16 00052026 E04960 FUKAZAWA, KEISUKE 02/06/2025 $2,396.44 00052027 E05055 GAMINO, LINDA M 02/06/2025 $1,176.11 00052028 E03877 GOMEZ, STEVEN E 02/06/2025 $1,924.34 00052029 E03429 GULLEY, SUSAN J 02/06/2025 $521.74 00052030 E03016 HERNANDEZ, GARY F 02/06/2025 $1,889.29 00052031 E04569 HOFFMAN, CORINNE L 02/06/2025 $2,528.94 00052032 E05304 LIVA, CHRISTOPHER T 02/06/2025 $2,297.92 00052033 E05167 LOFFLER, SARAH N 02/06/2025 $1,727.42 00052034 E00057 MANALANSAN, NEAL M 02/06/2025 $2,413.10 Server Name: cognos.ggcity.org User Name: victoriac
96 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 4
Check Vendor # Vendor Name Issue Date Check Amount
00052035 E01668 MAY, ROBERT W 02/06/2025 $1,737.05 00052036 E01393 MENDEZ, ANGELA M 02/06/2025 $2,278.04 00052037 E03628 MENDOZA, CHRISTI C 02/06/2025 $2,477.08 00052038 E05261 MENDOZA, MARELLA L F 02/06/2025 $2,046.57 00052039 E04958 NGO, TINA 02/06/2025 $2,907.52 00052040 E02429 PHAM, ANH 02/06/2025 $1,901.53 00052041 E05303 PHAN, NIKKIE N.Q. 02/06/2025 $2,196.14 00052042 E03610 RAMIREZ, EVA 02/06/2025 $2,317.25 00052043 E04973 RAMOS, NANCY 02/06/2025 $3,915.01 00052044 E05097 RODRIGUEZ, SEBASTIAN 02/06/2025 $2,251.64 00052045 E03539 SEGAWA, SANDRA E 02/06/2025 $3,954.76 00052046 E04780 SONG, YUAN 02/06/2025 $5,848.87 00052047 E03085 VICTORIA, PAUL E 02/06/2025 $1,631.66 00052048 E04859 VO, MY TRA 02/06/2025 $3,214.25 00052049 E05270 VO, NICOLE C 02/06/2025 $1,667.51 00052050 E03433 WESTON, RETA J 02/06/2025 $1,035.41 00052051 E04674 WHITTAKER DEGEN, HELEN E 02/06/2025 $444.06 00052052 E04527 YOO, MEENA 02/06/2025 $2,711.22 00052053 E04493 ANDREWS, STEVEN F 02/06/2025 $3,041.98 00052054 E00845 CHANG, TERENCE S 02/06/2025 $3,605.57 00052055 E05091 ENCISO, MARIA VERONICA M 02/06/2025 $2,500.60 00052056 E03498 ESPINOZA, VERNA L 02/06/2025 $2,464.97 00052057 E04523 GALLO, CESAR 02/06/2025 $3,508.11 00052058 E04415 GOLD, ANNA L 02/06/2025 $2,383.91 00052059 E04713 HINGCO, ERNIE E 02/06/2025 $2,364.21 00052060 E02617 KLOESS, GEOFFREY A 02/06/2025 $7,194.07 00052061 E05238 LE, JEFFREY D 02/06/2025 $1,519.65 00052062 E03571 MORAGRAAN, RACHOT 02/06/2025 $4,274.89 00052063 E05071 OCHOA, NICOLAS E 02/06/2025 $2,682.69 00052064 E01277 PROFFITT, NOEL J 02/06/2025 $3,880.82 00052065 E01901 RAO, ANAND V 02/06/2025 $5,986.52 00052066 E05073 SEYMOUR, DAVID M 02/06/2025 $2,094.22 00052067 E04395 SWANSON, MATTHEW T 02/06/2025 $1,939.90 00052068 E01674 VALENZUELA, ANTHONY 02/06/2025 $1,760.90 00052069 E00809 VICTORIA, ROD T 02/06/2025 $2,855.45 Server Name: cognos.ggcity.org User Name: victoriac
97 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 5
Check Vendor # Vendor Name Issue Date Check Amount
00052070 E03725 ABU HAMDIYYAH, AMEENAH 02/06/2025 $2,157.60 00052071 E05215 ANDUJO, ADRIAN S 02/06/2025 $2,188.03 00052072 E02996 ASHLEIGH, JULIE A 02/06/2025 $2,377.85 00052073 E05194 AVILA, RAFAEL B 02/06/2025 $3,466.44 00052074 E05208 BROWN, ANDRE P 02/06/2025 $2,434.18 00052075 E05199 BROWN, MIKAELA B 02/06/2025 $541.51 00052076 E03601 CHUNG, CHRISTOPHER 02/06/2025 $3,734.87 00052077 E00128 CRAMER, RITA M 02/06/2025 $2,714.02 00052078 E04394 DAHLHEIMER, BRYSON T 02/06/2025 $0.00 00052079 E04879 DAKE, RYAN J 02/06/2025 $3,408.79 00052080 E04578 DENT, DAVID A 02/06/2025 $4,792.37 00052081 E05216 HERNANDEZ, ZACHARY L 02/06/2025 $2,439.55 00052082 E03410 HODSON, AARON J 02/06/2025 $2,310.64 00052083 E04716 KASKLA, PRIIT J 02/06/2025 $2,577.45 00052084 E04959 LE, KENNETH H 02/06/2025 $1,915.95 00052085 E04490 LY, HUONG Q 02/06/2025 $2,592.18 00052086 E04194 MARTINEZ, MARIA L 02/06/2025 $3,239.09 00052087 E05188 MERCADO RODRIGUEZ, MONICA 02/06/2025 $3,852.30 00052088 E04635 NGUYEN, PHU T 02/06/2025 $4,448.74 00052089 E02842 PARRA, MARIA C 02/06/2025 $4,410.00 00052090 E05249 PLASCENCIA, AMANDA C 02/06/2025 $1,022.45 00052091 E05172 QUENTAL, RYAN 02/06/2025 $2,339.52 00052092 E04992 ROBLES, ALFONSO 02/06/2025 $2,799.89 00052093 E04862 TRAN, JAKE P 02/06/2025 $2,287.86 00052094 E05209 TRAN, KAREN 02/06/2025 $1,100.71 00052095 E05048 TUONG, NGHIA T 02/06/2025 $2,358.64 00052096 E05053 VU, VINNY X 02/06/2025 $2,839.07 00052097 E05150 WETZEL, NIKI 02/06/2025 $4,236.85 00052098 E03643 ALVARADO, YOLANDA A 02/06/2025 $2,130.80 00052099 E05269 APODACA, ANGELA M 02/06/2025 $724.03 00052100 E04771 BAILOR, REBECCA J 02/06/2025 $1,048.80 00052101 E04988 BAUTISTA, BRENDA 02/06/2025 $2,243.22 00052102 E04262 BEARD, ALEX C 02/06/2025 $157.26 00052103 E02658 CAMARENA, RACHEL M 02/06/2025 $2,316.18 00052104 E01588 CAMARENA, RENE 02/06/2025 $2,558.52 Server Name: cognos.ggcity.org User Name: victoriac
98 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 6
Check Vendor # Vendor Name Issue Date Check Amount
00052105 E01902 CASILLAS, VICTORIA M 02/06/2025 $2,211.40 00052106 E05101 CASTANEDA, LILIANA 02/06/2025 $457.52 00052107 E05121 CASTRO PEREZ, ANDREA 02/06/2025 $79.67 00052108 E05058 CATAQUIZ, CHARLIZE N 02/06/2025 $493.04 00052109 E03304 CHUMACERO, DEANNA M 02/06/2025 $1,962.60 00052110 E05278 COLIN, ANGELICA 02/06/2025 $190.39 00052111 E04611 CROSS, AMANDA D 02/06/2025 $2,214.53 00052112 E05013 DINH, TIFFANY 02/06/2025 $989.83 00052113 E05222 DO, LOC T 02/06/2025 $216.70 00052114 E05228 DUONG, KYLA T 02/06/2025 $301.83 00052115 E05281 ENGLEBERT, BRIDGET L 02/06/2025 $382.06 00052116 E05158 FABIAN, SHARON J 02/06/2025 $938.68 00052117 E05015 FALETOI, TERRY U 02/06/2025 $477.84 00052118 E05127 FLORES, ERIKA 02/06/2025 $183.24 00052119 E02120 FRAUSTO, LUIZ F 02/06/2025 $172.95 00052120 E04679 FREEMAN, MARK C 02/06/2025 $4,322.67 00052121 E04481 GARCIA, JARED D 02/06/2025 $584.13 00052122 E05185 GARCIA, KATY 02/06/2025 $729.17 00052123 E05069 GARCIA, VERONICA 02/06/2025 $157.51 00052124 E05225 GONZALEZ, ETHAN Z 02/06/2025 $143.41 00052125 E00940 GRANT, JACOB R 02/06/2025 $1,839.47 00052126 E05276 GUIDRY, TARIQ A 02/06/2025 $526.27 00052127 E04967 HASHEMI, SETAREH 02/06/2025 $97.91 00052128 E05248 HERNANDEZ, CESAR 02/06/2025 $331.50 00052129 E05152 HERNANDEZ, CLARISSA 02/06/2025 $278.84 00052130 E01687 HOLER, KIMBERLY K 02/06/2025 $557.59 00052131 E05221 HUANG, WENDY Y 02/06/2025 $704.24 00052132 E05147 LE, WILSON D 02/06/2025 $541.74 00052133 E05032 LEE, JASON J 02/06/2025 $285.44 00052134 E03603 MA AE, ELAINE M 02/06/2025 $3,320.85 00052135 E05148 MAZARIEGOS, ALEXA X 02/06/2025 $638.88 00052136 E01552 MEDINA, JESUS 02/06/2025 $1,798.94 00052137 E00455 MEDINA, JUAN 02/06/2025 $2,568.69 00052138 E05186 MELVIN, ALEXIS 02/06/2025 $555.61 00052139 E02808 MONTANCHEZ, JOHN A 02/06/2025 $6,540.83 Server Name: cognos.ggcity.org User Name: victoriac
99 CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 7
Check Vendor # Vendor Name Issue Date Check Amount
00052140 E04947 NGUYEN, ALEXANDER H 02/06/2025 $615.97 00052141 E05220 NGUYEN, JASON H 02/06/2025 $394.70 00052142 E04391 NICHOLAS, NOEL N 02/06/2025 $1,530.19 00052143 E04931 NODAL, NATALIE 02/06/2025 $778.17 00052144 E00785 OCADIZ HERNANDEZ, GABRIELA 02/06/2025 $3,323.24 00052145 E04965 ORDUNO, SAMANTHA 02/06/2025 $656.19 00052146 E03881 PANGAN, CHRISTIAN 02/06/2025 $53.80 00052147 E05164 PARCELL, SAMANTHA M 02/06/2025 $221.26 00052148 E03361 PELAYO, JANET E 02/06/2025 $4,719.51 00052149 E04777 PHAN, EDOUARD T 02/06/2025 $103.80 00052150 E03893 PICKRELL, ARIELLE 02/06/2025 $904.77 00052151 E05116 PRADO, ALEXA 02/06/2025 $582.24 00052152 E05224 RAMIREZ, JOCELYN 02/06/2025 $302.74 00052153 E05230 RAMOS, ARIEL ELIZABETH 02/06/2025 $33.14 00052154 E02754 REYNOSO, SUGEIRY 02/06/2025 $2,768.21 00052155 E03362 ROMERO, MARINA Y 02/06/2025 $2,207.53 00052156 E04614 ROSAS, TANYA 02/06/2025 $181.65 00052157 E01893 SAUCEDO, DANA MARIE 02/06/2025 $2,716.44 00052158 E04926 SERNA, SAMANTHA M 02/06/2025 $486.92 00052159 E04795 SIEVE, MYCHAELLA J 02/06/2025 $497.02 00052160 E05151 SORIANO, KIMBERLY A 02/06/2025 $1,014.43 00052161 E05250 TEJEDA, ANDREA 02/06/2025 $356.00 00052162 E05030 TRIGGS, MARY SHANNON 02/06/2025 $90.12 00052163 E04924 TU, KATHY 02/06/2025 $79.67 00052164 E01396 VALDIVIA, CLAUDIA 02/06/2025 $2,523.66 00052165 E00015 VAN SICKLE, JEFFREY 02/06/2025 $2,758.87 00052166 E05243 VAN WINKLE, OLIVIA 02/06/2025 $31.86 00052167 E04687 VARGAS, SAMANTHA B 02/06/2025 $267.98 00052168 E05149 VAZQUEZ, ELOISA E 02/06/2025 $326.64 00052169 E05227 VILLEGAS, JOSEPH A 02/06/2025 $601.66 00052170 E05231 VOGEL, KATIE L 02/06/2025 $773.05 00052171 E04274 WILMES, DAVID M 02/06/2025 $740.74 00052172 E05070 XOOL VARGAS, RUDY G 02/06/2025 $79.67 00052173 E05076 XU, CHARLIE 02/06/2025 $183.24 00052174 E05226 ZUNIGA, MIA 02/06/2025 $95.60 Server Name: cognos.ggcity.org User Name: victoriac
100

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 8
Check Vendor # Vendor Name Issue Date Check Amount
00052175 E05175 AGUILAR, JENNIFER 02/06/2025 $525.82 00052176 E03819 ALAMILLO, MARCOS R 02/06/2025 $4,630.69 00052177 E03712 ALARCON, CLAUDIA 02/06/2025 $4,105.66 00052178 E03616 ALCARAZ, MARIA A 02/06/2025 $2,889.58 00052179 E04431 ALMEIDA, NICHOLAS 02/06/2025 $6,295.36 00052180 E04873 ALVARADO, MADELINE M 02/06/2025 $2,159.24 00052181 E04080 ALVAREZ BROWN, RICHARD A 02/06/2025 $3,583.18 00052182 E05028 AMAYA, JOSE J 02/06/2025 $3,380.19 00052183 E03011 ANDERSON, BOBBY B 02/06/2025 $3,703.86 00052184 E05206 ANGSAVOTAI-LIGAYA, AMY O 02/06/2025 $2,348.38 00052185 E05040 ARCHULETA, ANDREW M 02/06/2025 $2,197.46 00052186 E05251 ARELLANO JR, JORGE 02/06/2025 $2,884.50 00052187 E01234 ARELLANO, PEDRO R 02/06/2025 $4,412.98 00052188 E04875 ARROYO, SANDRA M 02/06/2025 $2,431.16 00052189 E04497 ASHBAUGH, TIMOTHY R 02/06/2025 $3,379.19 00052190 E03397 ASHBY, PAUL W 02/06/2025 $3,871.29 00052191 E04719 ATWOOD, MARIA S 02/06/2025 $2,252.48 00052192 E04613 AVALOS JR, FRANCISCO 02/06/2025 $4,424.92 00052193 E04033 AVALOS, KATHERINE MARIE 02/06/2025 $2,833.34 00052194 E04550 BAEK, SHARON S 02/06/2025 $2,939.43 00052195 E05062 BAEZ, JASMIN 02/06/2025 $1,780.53 00052196 E04209 BAINTO, JUDY A 02/06/2025 $397.20 00052197 E04778 BAKER, COLLIN E 02/06/2025 $3,082.10 00052198 E03005 BANKSON, JOHN F 02/06/2025 $4,627.11 00052199 E04645 BARRAZA, RENE 02/06/2025 $5,451.25 00052200 E05041 BARRIOS-ROA, JAYDE D. 02/06/2025 $2,387.76 00052201 E05253 BEDARD, CHRISTIE L 02/06/2025 $2,092.45 00052202 E04432 BEHZAD, JOSHUA K 02/06/2025 $3,500.63 00052203 E04951 BELLO, ANGELICA 02/06/2025 $1,846.40 00052204 E03006 BELTHIUS, LISA A 02/06/2025 $260.14 00052205 E04976 BELTHIUS, TYLER E 02/06/2025 $1,942.25 00052206 E04753 BERENGER, BEAU A 02/06/2025 $4,824.92 00052207 E03296 BERESFORD, EVAN S 02/06/2025 $4,421.38 00052208 E01604 BERLETH, RYAN S 02/06/2025 $2,445.84 00052209 E03443 BLUM, JAMES A 02/06/2025 $2,301.84 Server Name: cognos.ggcity.org User Name: victoriac
101

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 9
Check Vendor # Vendor Name Issue Date Check Amount
00052210 E03363 BOWEN, GENA M 02/06/2025 $2,821.69 00052211 E04767 BOWMAN, TROY F 02/06/2025 $3,035.21 00052212 E04963 BOYENS III, ROBERT 02/06/2025 $4,640.20 00052213 E00946 BRAME, KAREN D 02/06/2025 $2,228.72 00052214 E04803 BRANTNER, BRITTANEE N 02/06/2025 $1,760.62 00052215 E05083 BRITTON, CODY W 02/06/2025 $2,306.30 00052216 E03380 BROWN, JEFFREY A 02/06/2025 $6,842.53 00052217 E03968 BRUNICK, CARISSA L 02/06/2025 $3,143.47 00052218 E05074 BUJANONDA, CHANON 02/06/2025 $3,311.67 00052219 E02031 BURILLO, RICHARD O 02/06/2025 $6,008.86 00052220 E03972 BUSTILLOS, RYAN V 02/06/2025 $5,118.90 00052221 E05077 CAGLE, RONALD L 02/06/2025 $1,621.07 00052222 E05284 CAIZA NUNEZ, MERWIN D 02/06/2025 $3,507.12 00052223 E03964 CAMARA, DANIEL A 02/06/2025 $3,055.36 00052224 E04074 CAMPOS, JESENIA 02/06/2025 $2,406.57 00052225 E03739 CAPPS, THOMAS A 02/06/2025 $4,820.17 00052226 E05002 CARBALLO, MILTON A 02/06/2025 $2,380.26 00052227 E05266 CENDEJAS, MELISSA 02/06/2025 $1,914.56 00052228 E02372 CENTENO, JUAN C 02/06/2025 $5,425.87 00052229 E05252 CHACON JR, JOSE A 02/06/2025 $2,410.06 00052230 E03607 CHANG, DAVID Y H 02/06/2025 $3,676.60 00052231 E03481 CHAURAN HAIRGROVE, TAMMY L 02/06/2025 $3,176.16 00052232 E04498 CHEATHAM, JEROME L 02/06/2025 $3,149.69 00052233 E03423 CHOWDHURY, JACINTA F 02/06/2025 $2,015.27 00052234 E04414 CHUNG, RANDY G 02/06/2025 $300.46 00052235 E04666 CORTEZ, JULIO C 02/06/2025 $3,959.75 00052236 E04555 CRUZ, REYNA 02/06/2025 $2,332.50 00052237 E01364 DALTON, BRIAN D 02/06/2025 $4,890.68 00052238 E04874 DANG, JOHN 02/06/2025 $2,823.94 00052239 E00126 DANIELEY III, CHARLIE H 02/06/2025 $1,941.93 00052240 E05213 DAO, NHU T 02/06/2025 $1,744.04 00052241 E04503 DAVILA, ISAAC 02/06/2025 $3,446.71 00052242 E04731 DE PADUA, TANNER C 02/06/2025 $3,289.15 00052243 E03691 DELGADO JR, JUAN L 02/06/2025 $4,464.95 00052244 E03395 DIX, JENNIFER A 02/06/2025 $4,547.68 Server Name: cognos.ggcity.org User Name: victoriac
102

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 10
Check Vendor # Vendor Name Issue Date Check Amount
00052245 E05088 DOAN, THOMMY 02/06/2025 $3,070.94 00052246 E02313 DOSCHER, RONALD A 02/06/2025 $4,056.55 00052247 E04281 DRISCOLL, RUSSELL B 02/06/2025 $2,765.31 00052248 E04844 DUARTE, TAYLOR M 02/06/2025 $2,643.87 00052249 E04720 DUDLEY, BROC D 02/06/2025 $3,306.09 00052250 E03625 EARLE, CHRISTOPHER M 02/06/2025 $3,686.74 00052251 E03740 EL FARRA, AMIR A 02/06/2025 $5,885.37 00052252 E03927 ELHAMI, MICHAEL K 02/06/2025 $3,465.44 00052253 E03933 ELIZONDO, BENJAMIN M 02/06/2025 $4,035.32 00052254 E04016 ELIZONDO, FLOR DE LIS 02/06/2025 $2,485.99 00052255 E01598 ELSOUSOU, HELENA 02/06/2025 $3,259.36 00052256 E02708 ENRIQUEZ, JOHN G 02/06/2025 $671.76 00052257 E05174 ESCOBAR, MARIANA 02/06/2025 $496.22 00052258 E04334 ESCOBEDO, JOSHUA N 02/06/2025 $4,264.03 00052259 E02724 ESTLOW, STEPHEN C 02/06/2025 $3,519.89 00052260 E04358 ESTRADA MONSANTO, MICHELLE N 02/06/2025 $4,788.63 00052261 E04748 FAJARDO, JESUS 02/06/2025 $3,705.19 00052262 E04303 FERREIRA JR, HECTOR 02/06/2025 $6,973.51 00052263 E01663 FERRIN, KORY C 02/06/2025 $6,024.19 00052264 E03976 FIGUEREDO, GEORGE R 02/06/2025 $4,069.99 00052265 E04774 FLINN, PATRICIA C 02/06/2025 $3,171.31 00052266 E02887 FOSTER, VICTORIA M 02/06/2025 $1,543.41 00052267 E04747 FRESENIUS, ROBERT D 02/06/2025 $4,754.35 00052268 E00903 FRUTOS, VERONICA 02/06/2025 $1,977.17 00052269 E05205 GAMINO, ANGEL 02/06/2025 $573.03 00052270 E04729 GARCIA, JOSEPH A 02/06/2025 $4,017.77 00052271 E03086 GARCIA, PETE 02/06/2025 $4,494.20 00052272 E03659 GARNER, AMANDA B 02/06/2025 $2,129.12 00052273 E04351 GERDIN, MICHAEL E 02/06/2025 $3,449.25 00052274 E04542 GIFFORD, ROBERT J 02/06/2025 $4,215.69 00052275 E04401 GLEASON, SEAN M 02/06/2025 $3,751.35 00052276 E04917 GOMEZ, JESUS 02/06/2025 $3,013.98 00052277 E04863 GONZALEZ JR, GONZALO 02/06/2025 $3,510.46 00052278 E05003 HA, DANNY 02/06/2025 $4,445.00 00052279 E04732 HADDEN, TRAVIS J 02/06/2025 $4,725.72 Server Name: cognos.ggcity.org User Name: victoriac
103

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 11
Check Vendor # Vendor Name Issue Date Check Amount
00052280 E04787 HALEY, KYLE N 02/06/2025 $3,828.61 00052281 E03527 HALLER, TROY 02/06/2025 $5,528.57 00052282 E03402 HEINE, STEVEN H 02/06/2025 $5,487.13 00052283 E05157 HERNANDEZ CALLEROS, SAIRA 02/06/2025 $2,566.05 00052284 E04872 HERNANDEZ, KRISTINA L 02/06/2025 $1,908.76 00052285 E02469 HERRERA, JOSE D 02/06/2025 $4,375.94 00052286 E05265 HERRERA, MATTHEW P 02/06/2025 $526.27 00052287 E04244 HINGCO, PINKY C 02/06/2025 $3,233.59 00052288 E03713 HOLLOWAY, WILLIAM T 02/06/2025 $9,830.02 00052289 E04739 HOWARD, JASON A 02/06/2025 $4,185.69 00052290 E04654 HURLEY, KIRK P 02/06/2025 $3,400.63 00052291 E03815 HUYNH, AI KELLY 02/06/2025 $2,923.92 00052292 E03559 HUYNH, THI A 02/06/2025 $3,639.39 00052293 E04915 ITURRALDE, JENNIFER L 02/06/2025 $3,505.18 00052294 E04583 JENSEN, MICHAEL J 02/06/2025 $5,023.58 00052295 E02935 JENSEN, NICKOLAS K 02/06/2025 $4,279.35 00052296 E04587 JIMENEZ JR, EFRAIN A 02/06/2025 $4,534.24 00052297 E04781 JIMENEZ TAVAREZ, SERGIO J 02/06/2025 $3,177.71 00052298 E04655 JOHNSON, CODY M 02/06/2025 $2,867.61 00052299 E03368 JOHNSON, JASON L 02/06/2025 $3,481.79 00052300 E03831 JORDAN, GERALD F 02/06/2025 $6,745.22 00052301 E04610 JORDAN, VICTORIA A 02/06/2025 $2,608.85 00052302 E04559 KELLEY, KRISTOFER D 02/06/2025 $5,356.18 00052303 E04353 KEUILIAN, SHELBY 02/06/2025 $2,847.68 00052304 E04663 KIM, CHAD B 02/06/2025 $2,950.31 00052305 E04641 KIM, EDWARD K 02/06/2025 $165.14 00052306 E05257 KIM, MARY HANBI 02/06/2025 $2,462.13 00052307 E04538 KIMBERLY, ALLYSON L 02/06/2025 $1,236.28 00052308 E05254 KIMMEY, ELIZABETH J 02/06/2025 $2,151.05 00052309 E03932 KIVLER, ROBERT J 02/06/2025 $2,619.00 00052310 E03389 KOLANO, JOSEPH L 02/06/2025 $3,594.80 00052311 E03294 KOVACS, LEA K 02/06/2025 $3,697.08 00052312 E05000 KOVACS, TIMOTHY M 02/06/2025 $2,778.37 00052313 E04669 KOVACS, TIMOTHY P 02/06/2025 $4,877.92 00052314 E03484 KUNKEL, PETER M 02/06/2025 $4,424.35 Server Name: cognos.ggcity.org User Name: victoriac
104

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 12
Check Vendor # Vendor Name Issue Date Check Amount
00052315 E04857 LANG, MICHAEL J 02/06/2025 $5,036.49 00052316 E03511 LAZENBY, NICHOLAS A 02/06/2025 $5,467.71 00052317 E04877 LE, BAO TINH THI 02/06/2025 $2,136.36 00052318 E04021 LEE, RAPHAEL M 02/06/2025 $3,320.94 00052319 E03488 LEYVA, ERICK 02/06/2025 $4,660.99 00052320 E04541 LINK, DEREK M 02/06/2025 $4,388.03 00052321 E00030 LOERA JR, RAFAEL 02/06/2025 $4,968.29 00052322 E05033 LOFFLER, CHARLES H 02/06/2025 $5,448.10 00052323 E02645 LOPEZ, DAVID 02/06/2025 $796.41 00052324 E05214 LOPEZ, KORINA Y 02/06/2025 $1,943.37 00052325 E05256 LOPEZ, VICTORIA A 02/06/2025 $1,702.09 00052326 E04581 LOWEN, BRADLEY A 02/06/2025 $3,380.39 00052327 E04761 LUCATERO, JESSE A 02/06/2025 $4,280.40 00052328 E00027 LUKAS, STEVEN W 02/06/2025 $2,515.04 00052329 E04048 LUX, ROBERT D 02/06/2025 $2,637.15 00052330 E03663 LUX, RYAN M 02/06/2025 $3,774.52 00052331 E04772 LY, LINDALINH THU 02/06/2025 $1,875.82 00052332 E04661 MACHUCA, ROBERTO 02/06/2025 $4,198.48 00052333 E04532 MANIACI, GIANLUCA F 02/06/2025 $4,217.82 00052334 E04435 MARCHAND, MATTHEW P 02/06/2025 $8,536.38 00052335 E05282 MARRUFO PUENTES, ANDRES 02/06/2025 $2,741.86 00052336 E01359 MARTINEZ JR, MARIO 02/06/2025 $7,795.18 00052337 E05140 MARTINEZ, ERICK 02/06/2025 $689.53 00052338 E04974 MARTINEZ, JUANITA PATRICIA 02/06/2025 $2,397.21 00052339 E02792 MATA, RAQUEL D 02/06/2025 $972.68 00052340 E04656 MAZON, JORGE L 02/06/2025 $2,676.86 00052341 E02796 MCFARLANE, MARIA C 02/06/2025 $3,114.46 00052342 E03826 MEERS, BRYAN J 02/06/2025 $4,189.61 00052343 E02655 MENDOZA CAMPOS, MELISSA 02/06/2025 $3,594.05 00052344 E03965 MIHALIK, DANNY J 02/06/2025 $7,482.31 00052345 E04804 MONTECINOS, LAUREN MARIE 02/06/2025 $2,795.91 00052346 E04865 MORIN, LINDA M 02/06/2025 $3,476.80 00052347 E04352 MORSE, JEREMY N 02/06/2025 $4,955.81 00052348 E01940 MORTON, NATHAN D 02/06/2025 $4,664.84 00052349 E04454 MOSER, MICHAEL A 02/06/2025 $2,023.18 Server Name: cognos.ggcity.org User Name: victoriac
105

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 13
Check Vendor # Vendor Name Issue Date Check Amount
00052350 E03929 MURILLO JR, RAUL 02/06/2025 $4,929.21 00052351 E04626 MURO, JASON M 02/06/2025 $4,219.86 00052352 E04577 MUSCHETTO, PATRICK J 02/06/2025 $2,519.90 00052353 E03422 NADOLSKI, THOMAS R 02/06/2025 $3,889.68 00052354 E05084 NAKANO HITZKE, SARAH V 02/06/2025 $3,529.86 00052355 E04111 NEELY, JACOB J 02/06/2025 $2,921.89 00052356 E05191 NGO, ALLISON B 02/06/2025 $1,862.33 00052357 E02813 NGUYEN, TRINA T 02/06/2025 $1,905.90 00052358 E04540 NIKOLIC, ADAM C 02/06/2025 $7,161.72 00052359 E05146 NIZ, IXA N 02/06/2025 $2,788.56 00052360 E05054 NUNEZ, BREANNE S 02/06/2025 $2,768.99 00052361 E03350 OLIVO, JOSHUA T 02/06/2025 $4,622.45 00052362 E04035 ORTIZ, STEVEN TRUJILLO 02/06/2025 $2,968.09 00052363 E03427 PANELLA, JOSEPH N 02/06/2025 $4,906.90 00052364 E04910 PAQUA, BRANDON J 02/06/2025 $2,757.72 00052365 E01948 PARK, BRANDY J 02/06/2025 $3,052.44 00052366 E02995 PAYAN, CRISTINA V 02/06/2025 $3,112.66 00052367 E00824 PAYAN, LUIS A 02/06/2025 $5,721.81 00052368 E05200 PAZ, JUAN 02/06/2025 $4,356.14 00052369 E04843 PEREZ, EMMANUEL 02/06/2025 $3,783.89 00052370 E00145 PERKINS, JASON S 02/06/2025 $6,697.40 00052371 E04429 PHAM, PHILLIP H 02/06/2025 $3,576.62 00052372 E05195 PINEDA, MARGO S 02/06/2025 $2,132.89 00052373 E06938 PLUARD, DOUGLAS A 02/06/2025 $16,817.31 00052374 E03299 POLOPEK, COREY T 02/06/2025 $3,182.91 00052375 E05173 PONCE, GALILEA 02/06/2025 $462.08 00052376 E05050 QUANG, DENNIS 02/06/2025 $2,920.14 00052377 E04788 QUIROZ, LUIS A 02/06/2025 $3,037.41 00052378 E05100 RAABE, MATTHEW A 02/06/2025 $2,593.80 00052379 E03967 RAMIREZ OROZCO, SINDY 02/06/2025 $3,409.78 00052380 E04955 RAMIREZ, KAYLYN C 02/06/2025 $2,803.10 00052381 E03390 RAMIREZ, LUIS F 02/06/2025 $4,108.79 00052382 E05021 RAMIREZ, TERRA M 02/06/2025 $3,795.45 00052383 E04914 RAMOS, RODOLFO B 02/06/2025 $2,165.89 00052384 E03217 RANEY, JOHN E 02/06/2025 $5,235.03 Server Name: cognos.ggcity.org User Name: victoriac
106

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 14
Check Vendor # Vendor Name Issue Date Check Amount
00052385 E04941 RASMUSSEN, TRENTON L 02/06/2025 $3,238.41 00052386 E04659 REED, THOMAS S 02/06/2025 $4,456.57 00052387 E03486 REYES, RON A 02/06/2025 $3,325.99 00052388 E04911 RICHARDS, BRYANT D 02/06/2025 $3,052.80 00052389 E04437 RICHMOND, RYAN R 02/06/2025 $3,550.50 00052390 E05229 ROBINSON, IVANA M 02/06/2025 $2,191.40 00052391 E04860 ROCHA, RUDY A 02/06/2025 $3,402.66 00052392 E05287 ROCHOW, BRITTANY A 02/06/2025 $2,428.19 00052393 E04738 RODRIGUEZ, DANIEL 02/06/2025 $4,178.82 00052394 E04082 RODRIGUEZ, JENNIFER M 02/06/2025 $3,804.40 00052395 E05001 RODRIGUEZ, RYAN ELIJAH 02/06/2025 $3,461.30 00052396 E04438 ROGERS, CHRISTIN E 02/06/2025 $3,509.60 00052397 E04385 ROJAS, ASHLEY C 02/06/2025 $2,528.16 00052398 E04507 ROMBOUGH, JENNIFER V 02/06/2025 $2,382.46 00052399 E04552 RUZIECKI, ERIC T 02/06/2025 $4,662.01 00052400 E02845 SALAZAR, SEAN M 02/06/2025 $3,616.85 00052401 E04845 SALGADO JR., ALFREDO 02/06/2025 $2,587.91 00052402 E03297 SAMOFF, TANYA L 02/06/2025 $3,778.90 00052403 E02646 SANTANA, LINO G 02/06/2025 $7,809.83 00052404 E05086 SEELY, BRITTANY L 02/06/2025 $1,380.43 00052405 E03035 SEYMOUR, SUSAN A I 02/06/2025 $2,800.90 00052406 E04282 SHELGREN, CHRISTOPHER M 02/06/2025 $3,339.55 00052407 E04616 SHIPLEY, AARON T 02/06/2025 $3,081.67 00052408 E02937 SHORROW, NICOLE D 02/06/2025 $3,838.39 00052409 E04864 SILVA, LEVI JOENIEL 02/06/2025 $3,312.27 00052410 E05203 SMITH, JAVON 02/06/2025 $4,766.19 00052411 E02587 SOSEBEE, DANNY J 02/06/2025 $3,511.75 00052412 E03563 SPELLMAN, MARSHA D 02/06/2025 $3,033.37 00052413 E04500 STAAL, GAREY D 02/06/2025 $3,991.83 00052414 E03218 STARNES, CHARLES W 02/06/2025 $5,862.80 00052415 E03761 STEPHENSON III, ROBERT M 02/06/2025 $5,388.41 00052416 E04584 STROUD, BRIAN T 02/06/2025 $4,876.48 00052417 E02979 TESSIER, PAUL M 02/06/2025 $4,484.84 00052418 E04449 TRAN, SPENCER T 02/06/2025 $2,732.34 00052419 E05145 VACCARO, CHRISTIAN L 02/06/2025 $517.84 Server Name: cognos.ggcity.org User Name: victoriac
107

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 15
Check Vendor # Vendor Name Issue Date Check Amount
00052420 E02982 VAICARO, VINCENTE J 02/06/2025 $5,924.59 00052421 E03053 VALENCIA, EDGAR 02/06/2025 $4,694.30 00052422 E04667 VAUGHN, CALEB I 02/06/2025 $3,080.19 00052423 E04434 VELLANOWETH, KIMBRA S 02/06/2025 $2,939.24 00052424 E04903 VIGIL, DANIEL C 02/06/2025 $2,866.66 00052425 E03022 VU, TUONG-VAN NGUYEN 02/06/2025 $3,016.97 00052426 E04730 VU, TYLER D 02/06/2025 $2,957.85 00052427 E01905 WAINWRIGHT, JONATHAN B 02/06/2025 $3,548.83 00052428 E03220 WARDLE, DENNIS 02/06/2025 $4,111.42 00052429 E03213 WARDLE, SANTA 02/06/2025 $2,168.52 00052430 E04758 WEYKER, CHRYSTAL L 02/06/2025 $1,942.57 00052431 E04006 WILLIAMS, RICHARD L 02/06/2025 $304.17 00052432 E03305 WIMMER, ROYCE C 02/06/2025 $5,396.67 00052433 E04762 WREN, DANIELLE E 02/06/2025 $3,070.51 00052434 E04856 XU, DUO 02/06/2025 $3,323.43 00052435 E03543 YELENSKY, SHANNON M 02/06/2025 $1,883.02 00052436 E04156 YERGLER, JOHN J 02/06/2025 $5,900.51 00052437 E04722 YNIGUEZ, COLE A 02/06/2025 $4,012.09 00052438 E09942 YOUNG, DAVID C 02/06/2025 $811.27 00052439 E01978 ZMIJA, ADAM D 02/06/2025 $5,004.63 00052440 E05308 AGEE, KAITLIN M 02/06/2025 $2,059.09 00052441 E05271 AGUILAR, KEVIN A 02/06/2025 $1,418.74 00052442 E04517 AGUIRRE, ALFRED J 02/06/2025 $3,686.53 00052443 E01626 AGUIRRE, ANSELMO 02/06/2025 $2,177.46 00052444 E05207 AN, TONY W 02/06/2025 $4,512.17 00052445 E04631 ANDREI, IOAN 02/06/2025 $1,316.60 00052446 E04678 BABINSKI IV, SYLVESTER A 02/06/2025 $2,348.84 00052447 E04336 BECERRA, RODOLPHO M 02/06/2025 $2,394.53 00052448 E04972 BECERRA-SAMANIEGO JR, GABRIEL 02/06/2025 $1,620.35 00052449 E05210 BERNAL, JASON 02/06/2025 $659.74 00052450 E01255 BOS, MICHAEL C 02/06/2025 $2,368.16 00052451 E05162 CAISEROS, CHRISTIAN 02/06/2025 $1,069.23 00052452 E01584 CANDELARIA, DANIEL J 02/06/2025 $4,641.47 00052453 E04300 CANO, EDGAR A 02/06/2025 $3,186.98 00052454 E05280 CANTARERO, LESLY P 02/06/2025 $2,953.73 Server Name: cognos.ggcity.org User Name: victoriac
108

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 16
Check Vendor # Vendor Name Issue Date Check Amount
00052455 E03828 CANTRELL, JEFFREY G 02/06/2025 $2,812.24 00052456 E05217 CARRILLO HERNANDEZ, ERWIN R 02/06/2025 $45.87 00052457 E03811 CARRISOZA, ALBERT J 02/06/2025 $2,588.84 00052458 E00916 CARTER, PHILLIP J 02/06/2025 $3,696.69 00052459 E05279 CASTILLO, JOSEPH A 02/06/2025 $501.53 00052460 E04869 CHAVEZ, DAMIAN JESUS 02/06/2025 $883.08 00052461 E04551 CONTRERAS, GABRIELA R 02/06/2025 $2,827.25 00052462 E03518 COTTON, JULIE T 02/06/2025 $1,965.45 00052463 E03807 DE LA ROSA, VINCENT L 02/06/2025 $3,526.05 00052464 E05170 DELGADO REYES, JORGE A 02/06/2025 $1,847.86 00052465 E03736 DIBAJ, KAMYAR 02/06/2025 $3,587.69 00052466 E05122 DORADO, ANTHONY 02/06/2025 $1,708.86 00052467 E04514 ESPINOZA, ERIC M 02/06/2025 $2,263.49 00052468 E03733 ESPINOZA, JULIA 02/06/2025 $1,408.67 00052469 E03405 FERNANDEZ, CECELIA A 02/06/2025 $1,382.40 00052470 E04990 FLORES, MITCHELL C 02/06/2025 $1,778.49 00052471 E05037 GAINES, JEFFREY S 02/06/2025 $1,044.57 00052472 E05010 GALVAN, EDGAR 02/06/2025 $1,111.40 00052473 E04754 GARCIA, ALICIA R 02/06/2025 $1,639.81 00052474 E04677 GIROUARD, CASEY G 02/06/2025 $374.56 00052475 E05156 GOMEZ HERNANDEZ, RICARDO 02/06/2025 $1,203.82 00052476 E04629 GOMEZ, DIANA 02/06/2025 $1,212.07 00052477 E03341 GONZALEZ, JORGE 02/06/2025 $1,359.63 00052478 E03400 GREENE, MICHAEL R 02/06/2025 $799.05 00052479 E03685 GUZMAN, JESSE 02/06/2025 $2,731.89 00052480 E04299 HANSEN, AARON R 02/06/2025 $2,284.08 00052481 E03523 HARO, GLORIA A 02/06/2025 $1,492.57 00052482 E03759 HERNANDEZ, HERMILO 02/06/2025 $3,319.30 00052483 E04622 HOFER, ALICIA M 02/06/2025 $2,387.34 00052484 E04347 HSIEH, NICOLAS C 02/06/2025 $3,696.71 00052485 E03588 HUYNH, HUY HOA 02/06/2025 $2,563.69 00052486 E04831 ILFELD, MATTHEW D 02/06/2025 $2,102.81 00052487 E01907 JACOT, ROSEMARIE 02/06/2025 $2,319.97 00052488 E05292 JIMENEZ, ROBERT G 02/06/2025 $585.08 00052489 E04296 JOHNSON, ERIC W 02/06/2025 $2,179.25 Server Name: cognos.ggcity.org User Name: victoriac
109

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 17
Check Vendor # Vendor Name Issue Date Check Amount
00052490 E04979 JURADO, MICHAEL 02/06/2025 $1,272.61 00052491 E04470 KAYLOR, BRENT 02/06/2025 $2,711.85 00052492 E04728 KHALIL, MARK M 02/06/2025 $2,448.01 00052493 E03534 KIM, SAMUEL K 02/06/2025 $4,809.21 00052494 E04382 KWIATKOWSKI, BRYAN D 02/06/2025 $2,372.65 00052495 E04769 LAMAS, LEONEL A 02/06/2025 $2,288.30 00052496 E03813 LEWIS, SHAN L 02/06/2025 $3,647.58 00052497 E03301 LEYVA, RAUL 02/06/2025 $4,722.59 00052498 E05065 LOMELI, JONATHAN 02/06/2025 $1,616.74 00052499 E05202 LONDONO, MARTIN A 02/06/2025 $194.94 00052500 E05155 LOPEZ, MOISES 02/06/2025 $1,243.83 00052501 E05198 MALDONADO, RICARDO 02/06/2025 $2,005.40 00052502 E05006 MARQUEZ, STEVEN ADAM 02/06/2025 $1,787.74 00052503 E04665 MEJIA, DIEGO A 02/06/2025 $2,328.76 00052504 E03493 MENDEZ, RIGOBERTO 02/06/2025 $3,264.28 00052505 E04998 MENDOZA, LAURA 02/06/2025 $874.36 00052506 E04724 MOORE, DOUGLAS A 02/06/2025 $2,573.12 00052507 E04827 MORELAND, ANDREW J 02/06/2025 $2,144.42 00052508 E04222 MOSS, DANIEL C 02/06/2025 $0.00 00052509 E01243 MURRAY JR, WILLIAM E 02/06/2025 $7,329.13 00052510 E04634 NAVARRO, JUAN C 02/06/2025 $3,517.97 00052511 E04969 ORNELLAS, MICHAEL 02/06/2025 $1,617.05 00052512 E05272 ORTIZ, JESSE 02/06/2025 $949.45 00052513 E03378 ORTIZ, STEVEN T 02/06/2025 $2,504.27 00052514 E04999 ORTUNO, ANIBAL 02/06/2025 $2,199.90 00052515 E05288 PADILLA, JOE L 02/06/2025 $701.56 00052516 E03754 PINKSTON, RICHARD L 02/06/2025 $2,547.20 00052517 E05112 POE, HEIDI L 02/06/2025 $3,129.40 00052518 E04567 POWELL, AUSTIN H 02/06/2025 $3,106.97 00052519 E03799 QUIROZ, ROLANDO 02/06/2025 $3,271.11 00052520 E05201 RAMIREZ, DANIEL A 02/06/2025 $1,310.40 00052521 E05258 RAMIREZ, GREGORY A 02/06/2025 $2,455.43 00052522 E04572 REED, MELVIN P 02/06/2025 $2,192.71 00052523 E02058 REYES, DELFRADO C 02/06/2025 $1,406.28 00052524 E04295 ROBLES, RAFAEL 02/06/2025 $2,365.97 Server Name: cognos.ggcity.org User Name: victoriac
110

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 18
Check Vendor # Vendor Name Issue Date Check Amount
00052525 E04563 RODRIGUEZ, ADRIANNA M 02/06/2025 $1,538.65 00052526 E05285 RODRIGUEZ, RUDY R 02/06/2025 $1,806.97 00052527 E05004 RUELAS, SERGIO 02/06/2025 $2,375.14 00052528 E04289 SALDIVAR, RICARDO 02/06/2025 $1,751.48 00052529 E05067 SANCHEZ, MARTIN 02/06/2025 $550.78 00052530 E05290 SERNA RODRIGUEZ, BRIZA 02/06/2025 $1,058.75 00052531 E05299 SOTO, JONATHAN 02/06/2025 $955.75 00052532 E04836 SOTO, WILLIAM A 02/06/2025 $2,204.53 00052533 E05089 STAIR, DEAN T 02/06/2025 $450.18 00052534 E03091 SUDDUTH, STEPHEN D 02/06/2025 $3,248.59 00052535 E01625 TAPIA, LUIS A 02/06/2025 $3,241.01 00052536 E04756 TARIN, ALEXIS P 02/06/2025 $3,535.35 00052537 E03239 TAUANU U, STEVE J 02/06/2025 $566.53 00052538 E05154 TELLO, ALEJANDRO 02/06/2025 $805.13 00052539 E04773 THURMAN JR, EDWIN O 02/06/2025 $1,241.81 00052540 E04825 TRUJILLO, JOSEPH E 02/06/2025 $1,755.01 00052541 E02482 UPHUS, MARK P 02/06/2025 $4,813.89 00052542 E03681 VASQUEZ, JOSE A 02/06/2025 $3,398.93 00052543 E05136 VASQUEZ, PEDRO 02/06/2025 $2,625.24 00052544 E05134 VEGA, ERIC J 02/06/2025 $2,240.92 00052545 E03727 VERGARA NEAL, ANA G 02/06/2025 $3,396.27 00052546 E05093 VIRAMONTES, ALEXANDRA 02/06/2025 $3,031.62 00052547 E01580 VU, DAI C 02/06/2025 $4,058.84 00052548 E04362 VU, KHANG L 02/06/2025 $0.00 00052549 E05275 XITAMUL, JASON A 02/06/2025 $1,556.16 00052550 E03436 ZIEGLER, RICK S 02/06/2025 $529.93 00052551 E03917 ALLEN, CHRISTOPHER L 02/06/2025 $1,938.35 00052552 E04163 AMBRIZ GARCIA, EDWARD D 02/06/2025 $2,621.45 00052553 E05098 BARNESE, VINCENZO A 02/06/2025 $2,541.84 00052554 E05307 BENSON, DANIEL J 02/06/2025 $1,617.21 00052555 E04063 BERGER, JAN 02/06/2025 $3,021.31 00052556 E00651 BERMUDEZ, ROBERT P 02/06/2025 $3,749.29 00052557 E03495 BLAS, VICTOR T 02/06/2025 $2,926.91 00052558 E00070 CANNON, TIM P 02/06/2025 $3,643.01 00052559 E04365 DAN, CARINA M 02/06/2025 $2,803.85 Server Name: cognos.ggcity.org User Name: victoriac
111

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 19
Check Vendor # Vendor Name Issue Date Check Amount
00052560 E04440 DAVIS, RYAN H 02/06/2025 $2,583.15 00052561 E03145 DE LA ROSA, FRANK X 02/06/2025 $3,397.74 00052562 E03051 DIEMERT, RONALD W 02/06/2025 $2,441.63 00052563 E02718 ESCOBAR, CHRIS N 02/06/2025 $4,458.70 00052564 E03688 GLENN, JEREMY J 02/06/2025 $2,059.40 00052565 E01618 GOMEZ, JOSE 02/06/2025 $2,870.15 00052566 E02701 GONZALEZ, ALEJANDRO 02/06/2025 $3,629.48 00052567 E03763 GRIFFIN, LARRY 02/06/2025 $3,296.40 00052568 E04828 GUERRERO, MICHAEL V 02/06/2025 $2,079.82 00052569 E04018 HAENDIGES, ROBERT A 02/06/2025 $2,314.34 00052570 E03575 HART, RYAN S 02/06/2025 $6,457.42 00052571 E03399 HOWENSTEIN, FRANK D 02/06/2025 $3,644.66 00052572 E03406 HUY, EDWARD A 02/06/2025 $2,561.38 00052573 E03446 JIMENEZ, VIDAL 02/06/2025 $3,751.43 00052574 E04782 JIN, LIYAN 02/06/2025 $3,249.42 00052575 E03254 KIRZHNER, ALLEN G 02/06/2025 $3,061.48 00052576 E05115 KOUTSOYANOPULOS, ALDOCHRIS V 02/06/2025 $1,731.40 00052577 E02852 LADNEY, MARK W 02/06/2025 $2,938.20 00052578 E03988 LI, REBECCA PIK KWAN 02/06/2025 $4,342.07 00052579 E02063 MA AE, DAVID 02/06/2025 $2,348.00 00052580 E05168 MACIAS, DANIEL 02/06/2025 $1,721.86 00052581 E03249 MANSON, RAQUEL K 02/06/2025 $3,137.63 00052582 E04837 MARTINEZ, ALFREDO 02/06/2025 $2,215.05 00052583 E02124 MEISLAHN, TYLER 02/06/2025 $2,090.66 00052584 E04403 MONTGOMERY, JESSE K 02/06/2025 $2,393.19 00052585 E03590 MOYA JR, STEVEN J 02/06/2025 $2,591.78 00052586 E03519 MURAD, BASIL G 02/06/2025 $2,941.81 00052587 E03144 NATLAND, KIRK L 02/06/2025 $1,788.95 00052588 E04291 NGUYEN, DUC TRUNG 02/06/2025 $2,142.95 00052589 E04904 NGUYEN, LISA 02/06/2025 $1,047.10 00052590 E03221 NICOLAE, CORNELIU 02/06/2025 $3,655.86 00052591 E04210 NUNES, BRANDON S 02/06/2025 $2,193.93 00052592 E03923 ORNELAS, ANDREW I 02/06/2025 $3,115.14 00052593 E03582 ORTEGA, DAVID A 02/06/2025 $3,857.27 00052594 E04805 POLIDORI, JESSICA J 02/06/2025 $4,072.74 Server Name: cognos.ggcity.org User Name: victoriac
112

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 20
Check Vendor # Vendor Name Issue Date Check Amount
00052595 E02500 PORRAS, STEPHEN 02/06/2025 $4,334.07 00052596 E05031 RAMIREZ, AACIN 02/06/2025 $2,072.29 00052597 E07590 RUITENSCHILD, LES A 02/06/2025 $4,187.30 00052598 E03926 RUIZ, JONATHAN 02/06/2025 $2,836.52 00052599 E05165 SANCHEZ, ALLEN J 02/06/2025 $1,213.41 00052600 E07690 SANTOS, ALEXIS 02/06/2025 $2,204.97 00052601 E04956 SON, TOMMY T 02/06/2025 $2,329.90 00052602 E04301 TALAMANTES JR, ALBERT 02/06/2025 $2,567.15 00052603 E04121 TRAN, MINH K 02/06/2025 $2,327.41 00052604 E01882 VIRAMONTES, JESSE 02/06/2025 $2,366.07 00052605 E04195 WOLLAND, RONALD J 02/06/2025 $2,083.68 00052606 E09940 YERGENSEN, VICTOR K 02/06/2025 $2,397.87 00052607 E05169 ZAMORA, JOEL D 02/06/2025 $2,136.45 00052608 E09954 ZAVALA, JOHN 02/06/2025 $3,300.28 00052609 E05212 AREGUINI, SARA 02/06/2025 $687.42 00052610 E05099 BECK, CRAIG A 02/06/2025 $3,367.49 00052611 E00740 BLODGETT, GREG 02/06/2025 $4,873.25 00052612 E01338 CARRENO, SHAUNA J 02/06/2025 $2,138.96 00052613 E03808 CHENG, ALANA R 02/06/2025 $4,045.03 00052614 E03353 COVARRUBIAS, MONICA 02/06/2025 $3,932.72 00052615 E04750 HO, VY D 02/06/2025 $2,196.63 00052616 E04968 HONG, SEUNGBUM 02/06/2025 $2,523.21 00052617 E02612 KLOESS, VILMA C 02/06/2025 $3,293.59 00052618 E01949 LE, IVY 02/06/2025 $2,131.44 00052619 E05092 LE, LINH D 02/06/2025 $2,419.93 00052620 E01280 LE, TAMMY 02/06/2025 $1,711.03 00052621 E03617 LEE, GRACE E 02/06/2025 $3,907.54 00052622 E05159 LUNA-REYNOSA, URSULA 02/06/2025 $7,213.00 00052623 E05289 MACIAS, KARINA 02/06/2025 $1,310.66 00052624 E05180 MEDINA, MELANIE 02/06/2025 $1,892.17 00052625 E02895 MOURE, SVETLANA 02/06/2025 $2,658.67 00052626 E05181 NGUYEN, DAVID 02/06/2025 $2,091.21 00052627 E03255 NGUYEN, PHUONG VIEN T 02/06/2025 $2,319.59 00052628 E02560 NGUYEN, QUANG 02/06/2025 $2,814.83 00052629 E01286 NGUYEN, TINA T 02/06/2025 $2,048.55 Server Name: cognos.ggcity.org User Name: victoriac
113

CITY OF GARDEN GROVE
GGFEFM002 Warrant Register Payroll
Check Dates Feb 6, 2025
Report Generated on Feb 5, 2025 5:15:25 PM Page 21
Check Vendor # Vendor Name Issue Date Check Amount
00052630 E03541 PHI, THYANA T 02/06/2025 $3,024.79 00052631 E05106 ROMERO, ALEX 02/06/2025 $2,116.81 00052632 E05211 SURJONO, FRUMENTIUS C 02/06/2025 $681.12 00052633 E04408 THRONE, TIMOTHY E 02/06/2025 $4,139.18 00052634 E02543 TO, TANYA L 02/06/2025 $2,136.52 00052635 E01971 TRAN, CUONG K 02/06/2025 $2,502.54 00052636 E02056 TRUONG, ELAINE 02/06/2025 $1,873.97 00052637 E05293 TRUONG, MACKENZIE 02/06/2025 $1,462.63 00052638 E02562 VO, THANH-NGUYEN 02/06/2025 $2,141.41 00052639 E05104 YANG, DANA DAEUN 02/06/2025 $2,407.10 EFT - Total $1,783,000.71
Overall - Total $1,808,411.78
Server Name: cognos.ggcity.org User Name: victoriac
114
Item 66/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Lizabeth Vasquez
Dept:

City Manager Dept: City Clerk
Date: 2/25/2025

Subject: Appointment of Housing Authority Tenant Commissioners. (Action Item)

OBJECTIVE

For the Mayor, with approval of the City Council, to appoint two tenant commissioners to the Garden Grove Housing Authority.

BACKGROUND/DISCUSSION

Appointments of tenant commissioners are made every two years. Pursuant to the Housing Authority Bylaws, the Housing Authority shall consist of nine commissioners. The Mayor and City Council shall serve as seven and shall appoint as commissioners two tenan ts of the Housing Authority, with one such tenant commissioner over the age of 62 years. The tenants under the Authority, who are interested in serving, and who can attend regularly scheduled meetings, have submitted applications and are listed in the provided attachment.

FINANCIAL IMPACT

Housing Authority Commissioners receive compensation in the amount of $50 per meeting not exceeding four meetings per month, which is budgeted through the Housing Authority administration.

RECOMMENDATION

It is recommended that the Mayor and City Council:
 Appoint two Housing Authority Tenant Commissioners.

ATTACHMENT(S)

1. Applicant List

115
2025 Garden Grove Housing Authority
Commission Applicant List

1. Carol Beckles

2. Tan Nguyen

116
Item 54/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: William E. Murray
Dept:

City Manager Dept: Public Works
Date: 2/25/2025

Subject: Award a contract to C.I. Services, Inc. for the Garden Grove City Hall Roof Replacement Project located at 11222 Acacia Parkway, Garden Grove. (Cost: $374,766)(Action Item)

OBJECTIVE

For the the City Council to award a contract to C. I. Services, Inc., for the Garden Grove City Hall Roof Replacement Project located at 11222 Acacia Parkway, Garden Grove.

BACKGROUND

The Public Works Department Facilities Division is responsible for maintenance of City buildings.

In 2019, the City contracted with a consultant to perform a comprehensive Facilities Condition Assessment (FCA) of City owned buildings. The FCA includes forecasts on the useful lifecycle and costs of building repairs and maintenance needs. Additionally, the assessment captured current building deficienc ies and categorized them by Safety, Performance/Integrity, Accessibility, Environmental, Retrofit/Adaptation and Lifecycle/Renewal. Priorities are determined within each of these categories.

DISCUSSION

Based on the Performance/Integrity information provided in the FCA, and the Fiscal Year 2024- 25 Capital Improvement Plan (CIP), staff recommends replacement of the roof at City Hall.

The roof has reached the end of its useful service life and qualifies for replacement.

Specifications were generated and submitted for bid (IFB S-1354). Results below show the four (4) lowest bids:

C. I. Services Inc. $374,766
F C and Sons Roofing Inc. $400,000
Best Contracting Services $414,895
Rite-Way Roofing Corp. $420,120

117
Item 54/2025

Page 2 of 2 ends

FINANCIAL IMPACT

The City Hall Roof Replacement project is included in the City’s adopted Fiscal Year 2024-25 Capital Improvement Plan. Total cost for replacing the roof at City Hall is $374,766, and is funded from the Building Rehabilitation internal service fund. No additional appropriations are required.

RECOMMENDATION

It is recommended that the City Council:
 Award a contract to C.I. Services, Inc. in the amount of $374,766, for the Garden Grove City Hall Roof Replacement Project located at 11222 Acacia Parkway, Garden Grove; and
 Authorize the City Manager, or designee, to execute the contract, and make minor modifications on behalf of the City as appropriate thereto.

By: Phillip Carter, Facilities Manager

ATTACHMENT(S)

1. Scope of Work

2. Contract

118
FOR

SUBMITTAL

DOCUMENTS

ROOF REPLACEMENT
OF
City of Garden Grove
City Hall Building
Entire Roof
Garden Grove, CA

Prepared For:

Phil Carter
City of Garden Grove
email: [email protected]
phone: (714) 335-6949
Date Prepared: 11/1/2024 0:00:00
Date Inspected: 2/27/2024
Project ID: 8fa37f99
Existing Roof: Lightweight Concrete Deck/ Gravel
Surfaced BUR Roof

Proposed System: R-1P-16-45-A

Design Considerations:
• 40 Year NDL Warranty
• UL Class A
• FM 1-90 (45 psf) Design Pressure
• Title 24 Compliant Reflective Surface Coating
Removal of loose gravel, encapsulation of the existing roof using the WeatherWeld 1P-16-45 system, and Title 24 compliant reflective roof coating.

Measurements are from aerial survey and do not include roof slope or parapet walls.

This image is for reference only and not to be used for estimation purposes.

Provided By:

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440-3224
[email protected]

Technical Contact: Kody Berry
Phone: (909)-477-1842
Email: [email protected]

Design Contact: Robert Weygant
Phone: (951) 655-0537
Email: [email protected]

Scan For More Info
119
Scope of Work

Overview
PROJECT LOCATION: 11222 Acacia Parkway
Garden Grove, CA 92840
Entire Roof
WEATHERWELD SYSTEM: R-1P-16-45-A
EXISTING CONDITIONS: Lightweight Concrete Deck/ Gravel Surfaced BUR Roof SYSTEM OVERVIEW: Removal of loose gravel, encapsulation of the existing roof using the WeatherWeld 1P-16-45 system, and Title 24 compliant reflective roof coating.

WARRANTY: 40 Years
FIRE RATING: UL Class A
DESIGN PRESSURE: 45 PSF (FM 1-90)
CLIMATE ZONE: 8
THERMAL REQUIREMENT: None
Materials

WEATHERWELD MEMBRANE
WeatherWeld Emulsion: 45 Gallons / 100 square feet
WeatherWeld Fiberglass: 16 Lbs. / 100 square feet
Acrylic Basecoat: 1.5 Gallons / 100 square feet
Acrylic Topcoat: 1.5 Gallons / 100 square feet
Anchor/Base Sheet: Polyester Ply Sheet

INSULATION
Insulation: None
Substrate / Cover Board: None

ACCESSORIES
Polyurethane Sealant: Apply sealant as needed to fill voids or openings at metal flashings.

Asphalt Primer: Prime bare metal to receive WeatherWeld.

Asphalt Adhesive: Not Applicable
Self-Adhering Membrane: At terminations and penetrations noted in the drawings Roof Vents: Not Required
Detailing Conditions
Conditions listed are common rooftop details which may or may not be present on the project.

Flat Edge Termination Flashings Roof Drain Flashings Rooftop Duct Encapsulation Raised Edge Edge Flashings Pipe Penetration Flashings Skylight Flashings Gutter Edge Flashings Mechanical Equipment Curbs Roof Hatch Flashings Roof Transition Flashings Sheetmetal Storm Collars Smoke Vent Flashings Wall Termination Flashings Pitch Pocket Flashing Misc. Sheetmetal Flashings Parapet Coping Caps Expansion / Control Joint Flashing
120
General Information

1.0 PROCEDURE
A. Repair any damage to the substrate, remove any exposed or erupted fasteners, and clean thoroughly in preparation to receive the roof system.

B. Embed polyester ply sheet in 15 to 25 gal of emulsion per 100 square feet.

C. Apply Seamless roof membrane materials to provide a watertight roof assembly that meets WeatherWeld warranty requirements. Encapsulate entire roof area.

D. Install Flashings and Accessories.

E. Install Walkway pads (where applicable).

F. Apply Anti-Skid Traffic Coating (where applicable).

2.0 ADMINISTRATION
A. Refer to local laws and building code for thermal value requirements, wind uplift, and other requirements.

B. Refer to Manufacturer installation manual, detail drawings, and specific industry guidelines for good work practice procedures.

C. Follow all recommendations referenced in the current edition of NRCA roofing and Waterproofing Manual.

D. Wind Uplift Rating Required: I-90
E. Fire Rating: UL Class A

3.0 ROOF INSPECTION
A. Provide written documentation to owner to replace wet/damaged roofing materials or decking.

B. Installer is responsible to ensure no ponding water exists after 48 hours after precipitation.

4.0 PROTECTION OF WORK
A. Protect all areas from material spills and overspray with appropriate masking.

B. Protect adjacent areas from vehicle or equipment staging damage.

C. All areas not specified for roofing material installation must be clean and free of material drips or overspray before project is considered complete.

5.0 GENERAL REQUIREMENTS AND BEST PRACTICES
A. Ensure all surfaces are clean, compatible, dry, free from debris and sharp projections, dirt, grease, etc. before installing roofing materials.

B. Install asphalt primer to facilitate proper adhesion at flashings, walls, and other rooftop components.

C. Ensure roof is washed between steps to ensure adequate adhesion.

D. Contractor is responsible to ensure no ponding water exists when the project is complete. 121
Substrate Preparation

1.0 GENERAL:

A. All necessary repairs to field and flashings must be performed according to accepted roof construction best practices.

B. Repairs include but are not limited to the removal and replacement of all wet insulation, damaged roof decking and/or structural members, and/or defective materials.

C. Existing conditions may be identified through a moisture detection survey such as an infrared scan.

2.0 PROCEDURE:

A. Remove all loose gravel from the surface of the roof.

B. Remove down to the surface of the roof, all damaged roof flashings at curbs and parapet walls.

C. Remove down to the surface of the roof, all existing flashings at roof drains and penetrations.

D. Where roof repairs create inconsistencies in the roof surface, fill any low spots with like materials to create a smooth, even surface for application of new roof membranes.

E. Install new wood nailers as necessary.

F. Verify that existing conditions meet the following requirements:

1. Remove all loose dirt and foreign debris from the roof surface. Do not damage roof materials in cleaning process.

2. Clean and seal all parapet walls, gutters, and coping caps, and repair any damaged metal where necessary. Seal watertight all fasteners, pipes, drains, vents, joints, and penetrations where water could enter the building envelope.

3. Confirm local water run-off ordinances and restrictions prior to cleaning roof. Clean the entire roof surface by removing all dirt, algae, mold, moss, paint, oil, talc, rust, or other foreign substance. Use a bio-degradable cleaner when necessary and warm water. Scrub heavily soiled areas with a brush. Power wash roof thoroughly with an industrial surface cleaner equipped with one-piece balanced spray rotating jets for streak free close contact cleaning. Rinse with fresh water to completely remove all residuals. Allow roof to dry thoroughly before continuing.
122
Roof System Installation

1.0 INSULATION
A. Not Applicable.

2.0 BASE SHEET
A. Embed polyester ply sheet in 15 to 25 gal of emulsion per 100 square feet.

3.0 WEATHERWELD SEAMLESS COMPOSITE MEMBRANE
A. Coverage Rates:

1. 45 Gallons / 100 square feet of WeatherWeld Emulsion.

2. 16 Lbs. / 100 square feet of Weatherweld Fiberglass Roving.

B. Installation:

1. Encapsulate entire roof area.

2. Extend composite applications to top of outside edges of parapet walls / terminations / equipment / counter flashings / pipe penetration flashings.

3. Allow to cure for 10 days.

4.0 REFLECTIVE COATING SYSTEM
A. Coverage Rates:

1. 1.5 Gallons / 100 square feet of WeatherWeld Acrylic Base-Coat.

2. 1.5 Gallons / 100 square feet of WeatherWeld Acrylic Top-Coat (Title 24 Compliant).

B. Installation:

1. Apply reflective coating to all surfaces covered with Seamless Composite Membrane.

2. Install Basecoat and allow to cure for 2 days.

3. Install Topcoat and allow to cure for 2 days.

5.0 PROTECTION
A. Protect all areas from material spills and overspray with appropriate masking.

B. Protect adjacent areas from vehicle or equipment staging damage.

C. All areas not specified for roofing material installation must be clean and free of material drips or overspray before project is considered complete.
123
Flashing Considerations

1.0 GENERAL
A. All rooftop flashings except sheetmetal counter-flashings shall be encapsulated with 250 mills DFT of WeatherWeld membrane when complete.

B. All flashing heights must be Min. 8”. Contact WeatherWeld rep for guidance on existing flashings less than the Min. flashing height requirement.

C. Wind uplift attachment: 1-90 Install flashings with attachment systems to meet wind uplift requirement.

D. All coping and edge termination flashings must be cleat attached.

E. Perimeter flashings must be attached by continuous cleat where applicable.

F. All terminations will be counter flashed with sheetmetal by min. 3” including exterior walls.

G. Sheetmetal must be min 24 Ga. Galvanized or bonderized (if match painted. Owner chooses color.) Sheetmetal coping may be Kynar coated.

H. Existing flashings in serviceable condition may be reused.

I. Clean flashings to bare metal.

J. Edge flashings and scuppers must be removed and replaced with new.

K. Un-flashed or deteriorated flashings at penetrations must have new flashing installed.

L. Prime all flanges with asphalt primer at rate of 1 Gal per square.

M. Install continuous strip of Self-Adhering Membrane under all perimeter flashings extending 2 inches over edge.

N. Install continuous strip of Self-Adhering Membrane at sheetmetal flanges min. 2 inches onto flange extending min. 6 inches onto roof.

O. Sheetmetal extension skirt is to be used where counterflashing cannot be used, or existing flashing is too tight to extend WeatherWeld applications.

2.0 BASE FLASHINGS
A. Install cant strip adhered in adhesive.

B. Extend base sheet adhered in adhesive extending to top of base flashing.

C. Install new base flashing with Self adhering membrane where required.

D. Install new sheetmetal counterflashing at existing reglet.

3.0 WALLS ABOVE BASE FLASHINGS
A. Install 8” self-adhering membrane strip covering cracks in walls.

B. Patch cracks in wall with polyurethane sealant.

C. Install acrylic coating system on stucco walls above Baseflashing. Terminate installation at base of sheetmetal coping.

D. Extend WeatherWeld application to the outside edge of wall.

4.0 PARAPET WALLS
A. Extend WeatherWeld application to the outside edge of wall.

B. Install new 24 Ga. sheetmetal coping cap. Cleat attached I-90 Rating. 124
C. Install Self-Adhering Membrane cover over joints.

D. Color to chosen by owner.

5.0 SKIRTED COUNTERFLASHINGS
A. Extend WeatherWeld application to just below existing counterflashing or coping cap.

B. Install new 24 Ga. sheetmetal skirt flashing behind the existing flashing. Flashing must extend a minimum of 3 inches below and 1 inch behind the existing counterflashing.

C. Fasten to meet the specified wind uplift rating.

D. Color to chosen by owner.

6.0 SHEETMETAL EDGE TERMINATION
A. Remove existing perimeter edge metal and replace with new sheetmetal edge flashing system.

B. Color to chosen by owner.

7.0 PIPE AND PENETRATIONS
A. Flashed Penetrations – If in serviceable condition, reuse existing.

B. Un-flashed Penetrations - Install new penetration flashings with sheetmetal counterflashing.

C. Install Sheetmetal storm Collars.

8.0 ROOFTOP EQUIPMENT
A. Install Tapered Insulation at back side of rooftop equipment to facilitate proper drainage.

B. Extend base sheet to top of equipment curbs.

C. Encapsulate with WeatherWeld.

9.0 BUILDING TRANSITIONS
A. Metal expansion joint- extend WeatherWeld under roofed base flashing. Encapsulate sheetmetal above Baseflashing with WeatherWeld.

10.0 DRAINS
A. Ensure drains function properly and are free of debris.

B. Flush mount drains - Replace compression clamps and drain screens.

C. Scupper drains - Remove and replace with new sheet metal scupper.

D. Encapsulate drain bowls and flanges with WeatherWeld.

11.0 MOISTURE VENTS
A. Install one way moisture vents every 1000 sq ft. Encapsulate flange with WeatherWeld. (Insulated roofs only)

12.0 PIPE SUPPORTS
A. Remove existing wood blocks supporting rooftop pipes.

B. Install Recycled rubber pipe support block with Galvanized steel strut.

C. Dura-Block or Equal.

13.0 DESCRIPTION
A. Remove existing roof and fiberboard, and clean in preparation to receive membrane. 125
B. Install specified base sheet to the LWIC concrete deck with fasteners appropriate to the deck type. Attach in accordance with local building codes and wind uplift requirements.

C. Apply Seamless roof membrane materials to provide a watertight roof assembly that meets WeatherWeld warranty requirements. Encapsulate entire roof area.

D. Install Flashings and Accessories.

E. Install Walkway pads.

F. Apply Anti-Skid Traffic Coating (where applicable).

14.0 ADMINISTRATION
A. Refer to local laws and building code for thermal value requirements, wind uplift, and other requirements.

B. Refer to Manufacturer installation manual, detail drawings, and specific industry guidelines for good work practice procedures.

C. Follow all recommendations referenced in the current edition of NRCA roofing and Waterproofing Manual.

D. Wind Uplift Rating Required: I-90
E. Fire Rating: UL Class A

15.0 ROOF INSPECTION
A. Provide written documentation to owner to replace wet/damaged roofing materials or decking.

B. Installer is responsible to ensure no ponding water exists after 48 hours after precipitation.

16.0 GENERAL REQUIREMENTS AND BEST PRACTICES
A. Ensure all surfaces are clean, compatible, dry, free from debris and sharp projections, dirt, grease, etc. before installing roofing materials.

B. Install asphalt primer to facilitate proper adhesion at flashings, walls, and other rooftop components.

C. Ensure roof is washed between steps to ensure adequate adhesion.

D. Contractor is responsible to ensure no ponding water exists when the project is complete. 126

ROOFING MADE SIMPLE
40 Year NDL Warranty
CA Title 24 Compliant
Seamless Membrane
Patented Technology
ULClassA

Rar:ow,y
J [/:J:§JtJo4l.f£:nrif.i,l aJJ

ll'lt! R-1P-16-4S-A isacompletely seamless roof system designed for installation over existing gravel surfaced built-up-roofs.

Wl!: disengineere d to be the strongest roof system on the market. lilt!combines the longest lasting and strongest materials in the world with a patented 3D printer to create a seamless membrane designed to last for generations.

Wl!:atltB\Vel'dAsphalt emulsion, sprayed along wlh intertwined fiberglass creates a virtually impenetrable membrane.

MATERIALS SYSTEM PROPERTIES
lnterply Sheet: Embedded • BaSQ Shaat. 1layer- Polyester Fabre Reinforcement Reinforced Membrane: SprayApplied 1--w-,,,-._ht_P_e_rs-.-Ft-.- -:...;:;==="'---------- • Emulsi:::>n: 45 Gal.- WeatheM'eti Asphalt Emulsion ThtknQ:SS:
• Fibergl3ss: 16Lbs. -'Al>atherWeld Fibergl3ss R""'ing 1-"Te"'n"s"'ne""st"'""re -nct_h_-: -+======'----il--A- -111-0- -;o--1 Reflective Roof Coating: Spray Applied l-::!E1;-'0"'0 "'a','ti"'on'",=""----t' ====---t--'A"'sr="111"=" --i • Base Coat 1.5 Gal.Weathe,Welj Base Coat
• Top Coat 1.5 Gal.WeatheiWelj Tit 24 Top Coat
or
. Aluminum Coating: 2 Gal.v atherWQld Aluminum Coating
Puncture Resistance:
lAfater Absor On:

Fire Ratio ULClass
ASfMl)48SO
ASTM.DS;l)
AS1ME84
Accessory Products:

Seit Adhering Membrane: IJ¥ather•A ld SA Membrane
Asphalt Primer: ASTM D312 WaterBased Asphalt Primer
SRI: 104 / 93after3'A?ars
SoBr Reflactance: 083 /07S after3'rears
AsColcdoted
Covr,rogerateslisted areper 100sq«arefeet cfapplied membrarr>. 088 /0.92aft:er3 ars AS7MCt371 iootion wlhIM>olher!M>'d Cool /a:iof Coatino

Title 24 Compliant
Acrylic Top Coating
Acrylic Base Coating
Reinforced Emulsion
Polyester Ply Sheet
Gravel Leveling System

Existing Gravel
Surfaced Roof
ASTMC1549
127
WeatherWeld - A Division of Uquifom1 Technologies Inc.
9757 7th St. #803 Rancho Cucamonga, CA 91730 I (888) 440-32241 [email protected] I (888) 440-3224 128
WEATHERWELO R-1P-16-45-A

OVERVIEW
Installation of the WeatherWeld system is a simple S stepprocess:

1. Prepare surfaces, seam$, walls, nashings,drains, and penetrations.

2. Install base sheet

3. Sprayapply WeothetWeld reinforced membrane.

4. Spray al)fJy reflective acryliccoaling system.
s. Install flashings and roof accessories.

Contact WeotherWeld representativefor final inspection.

PREPARATION
PriOf to installation, ensure 1.h.;1t adhesion testingwasconducted in aocOfdance with WealherWeld adhesion testing PfOCe<ktro-s to verify a mirimum adhesion strength of four (4)poundS per linear inch(pli) to the applicable substrates. When calculating material requirements for a partiaJar projec:t, consideration mustbe given to applicator variance and S1Jface texture.

Confirm local wateJrun-orr ordinances andres-trietionspriOf to cleaning roof.

Pressure wash all surfaces receivir)g WeatherWeld to remove all dust. dirt. debfis and oUlef foreign contaminants.

If the roof surface becomes contaminated with dit1.. dust.or other particles at any time during the application of the WeatherWeld system,deaning measures mustbe taken to restore the surfoce to a s\i 1blecondition.

Ensure roofis dryprior to application.

GRAVEL RECOVERY SYSTEM
Polyester Leveling System: Whereex·isling gravel exceeds 1/2.inch(13mm}in ciamec.er, apply onelayer of pOlyeste-r ply embedded in emulsionat rateof 15 gal. of undiluted emulsion per 100 sq. ft (6.1L/m2}.

1. BothPolyester ply al)(J emulsion mustbe moroughly sauated, creating a sofid surface.

2. Extend polyester leveling system to cover the entireembedded gravel roof area.

RoodCoat:Whe,,eexisting gravel is less than1/2inch(13mm)in diarnetet". apply a flood coat of emulsion at rateof 15 gal.of undiluted erm•sion pe, 100 sq.ft (6.1LJm2).

WEATHERWELD SEAMLESS ROOFING APPLICATION
Apply one layer of the composite roofing at the following ratio:

1. Asphalt Ernulsion: 30 gal.per 100 square feet(t2.2 l/m2).

8. Transition Aashings.

9. Arr;olher item lhat tTu1yaffect thewatertightnessof the Roof.

ROOF ACCESSORIES (INSTALLED AFTER COATING SYSTEM)
Walkway Pads or Non Slip Walking Surface
PolymeJ Pipe Supports. StOl'm Collars on Pipes,DrainRings and Screens Coping caps and Aashings
Aocess Hatdles and Ladders

INSPECTION
Inspect entire roof area and touch"°p deficient areas withWeatherWeld or reflective coatinc:J asnecessary to ensu,e complete al'lduniform coverage.

Special attentim shOUd be given to critical areas of roof. including roof penellations, transitions, existing membrane seams, flashings,and drains.

LIMITATIONS
These aregeneral guidetines for application of lhe WeathefWeld Seamless Roof System. Themat€'fial requirements may varydepending on the specific job requirefnertts. If u1'1l1su.a1conditions exist. contact your local Weathe,Weld Ref)fesentative.

Weathe,Weld seamless Roof Systems mustbe applied to slJucturally SO\nd SlbstJates andproperly prepared surfaces. All surfaces must00 clean ood dry before application of coatings. WeatherWeld seamless Roof Syste,ns mustnot be applied ovflf we-tinsulation or roofing matflfials. Failureof the Slbs1tate does not constitute failure of theWeatherWeld coaling or system.

WeathcrWeld Seamless Roof Systems are designed foruse on roofswith positivedrainage.

1. Do not begin whenra,nor other cond111ons such as fog or heavy dew are possible within a 48-hourperiod.

2. Surfaces must be at least 6° F (3q° above the dew point.and rising.Surfaces must be cleanbefore appl1cauon of product. care musfbe taken to ensure thatdebris accumulatten after ong1nal cleaning doesnot interfere wtth any stage of applicauon. If eI1her cond1tIon occurs, add1t1onal cleaning may be required.

3. Drying lime,s affected by numerous factors, 1ncludIng temperature, direct sunhght, relat1ve humtdIty. air movement. thickness, etc.H1Qher temperature and/or hum,d,ty wlllresult In faster cure times.1.ower temperature and/or hum1d1ty may extend cure times.

4. Deviations from theseapplication guidelines and specrf1c matenel requirements may adversely affect the roofing system

2. Rbe<glass Roving: 16 lb. per 100square feet (018Kg/m2). 00 NOT DILUTE. No water or filler material maybe added to the emulsion to performance and are strictly p,ohIbI1ed.

5. Applicator must comply wI1h all applicable local.state.and federal thin Of extendPollife.
fibefglass mustbe disbursed from the applicator in varying intertwined lengths. up to 2-4 inches (610mm).

ThorougNy mix fiOOglass and emulsion prior to application on roof surface.

Loose strands mustbe bluShed by hand, removed or filled \vithe,m.lsion to acatea solid suface.

Upon completion, no areamay be less th.on 250 mil dry film thickness (OFT).

Install additional material at anroof nashings, 500 mils(OFT)of Woathet'Wcld compositeinstalled, ectending 24• in eachdirection prior to completion of the project
Areas VJhere application ecceeds 500 mils wet,suchas boseflashings and pcnet,ations, bmshby hand to prevent surfacecrazing.

REFLECTIVE COATING INSTALLATION
Prior to coating application, wash the roof surfacewith water.

Do not continueuntil all surfaoes hove thoroughly dried.confirmed by a reading of zeroon a calibratod moisture meter.

1. Acrylic Base Coating: ApplyBase C(k1Ung at 1 V2 901.per 100 square feet(0.6 LJm2).

2. Acrylic ToP C.Oalinc:J: Apply Reflective Top Coolingat 1V2 gal. pe, 100 sqt•ire feel(0.6LJm2).
or

3. (Alternate} Aluminum coaling: ApplyReOective Coating at 2 gal. pe, 100 square fee-t (0.8Um2).

FLASHINGS
All flashings musthave 500 mills OFT of WeatherWeld Compositeinstalled extending 2,4- in each direction.

The foUowing items are required to be in watertight condition for a WeathefWeld warranty to be issued for the project:

1. Drains andScuppe-,s.

2. Sheetinetal Copings andCoul'lter-Aashings.

3. Pcrimetef and Edge Aashings.

4. Equipment Platforms al)(J Sheetrnetal Pans.

5. Bq,ansion JcinlS.

6. Sheet.metal Ducts al'ld seals.

7. Bectrical &'ldosures andConduits.
regulat1ons 1f asbestos, lead-based paint°' 01her hazardous matenals are encountered.

WEATHER RESTRICTIONS
Do not atte,npt applic,;11.ionif ice, snow,moisture,or dew ispresent. Ambient tempcrnt..-e mustbe 50°F('IO q andrising through the day.Restrict appliaitionvlf'len overnight tE?mperature d1ops below 40°F (4.4'C).Cooler tempcrat..-e-sv.111negativelyimpact the properties of the system.Contoct your WeatherWeld Ret)resentolivefor proper cold weather applications.

Do not attempt application if moisture or dew is present Ambient temperature mustbe less than110'F(43•q. contactWeatherWeld Rel)fesentative for proper hot weather application

STORAGE
Weathe,Weld Should be storedin a shaded ventilated arealSlder a tarp.Do not store in direct sunlight.Storagetemperature must rangefrom 60..S0•f {1s•c to 26•q. lnc:foor ventilated st01age is recornrnended when ambient tcmpcf81ure isbelow 60-F(15°C) oc abovo so•F(26•q_

WARRANTY
40,year Warranty: a Wfitten leak free guarantee thatcoversagainst roof teak:S for 40 years.

Owner resp,onsible for ensuring roof drains S1ay clear,and facilitating WeathcrWeld roofinspe-ctions.

REQUIRED EQUIPMENT
G,aco1017 roofpunpVJith 500' , SAEhydraulic hose.

Towable air oonpressoi
500 feet of 1/2 inch air hose.

Em..ilsion ta Of (delivered to jof>site}.

Weathe,Weld 30 roofprinter (rented from WeatherWeld on a per job basis).

Pressure washer.

Water hose and watei source (enough length to wraparoundbuilding).

Wotmil gauge.

General Pe,sonal Protection Equipment (PPE).

Gcocral carpentry. roofing and sheetmetal tods.
129
Seamless, Secure, WeatherWeld -A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 ( (888) 440-3224 ( [email protected] I (888) 440-3224 130
Detail Drawings
131

System Overview
Deck: Existing Gravel Roof
Base Sheet: Polyester Ply Sheet
Insulation / Cover: None
Asphalt Emulsion: 45 Gal
Fiberglass Roving: 16 Lbs
Coating: CA Title 24 Cool Roof Reflective Coating (3 Gal. / 100 Sq.Ft.) CA TITLE 24 COOL ROOF REFLECTIVE COATING (3 GAL. / 100 SQ.FT.)

R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over DRAWING TITLE: DETAIL NUMBER: DRAWN BY: PROJECT:

Existing Gravel Roof SYSTEM OVERVIEW 101
R. Weygant
APPROVED BY:

INSTALLED BY:

DATE: SCALE:
132
M. Jones 1/10/24 NTS
133
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)

POLYESTER PLY

EMBEDDED IN ASPHALT

EMULSION

EXISTING GRAVEL

SURFACED ROOF

3"
[76mm]
3"
[76mm]
6" SELF ADHESIVE

MEMBRANE

DRIP EDGE METAL
(MIN. 0.045")

1"
[26mm]

CLEAT FASTENED
EVERY 8" [203mm)

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over Existing Gravel Roof DRAWING
TITLE:

DETAIL
NUMBER
:

E
D
G134
E
FLASHI
NG 201
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE:

SCALE:

M. Jones TBD 1/10/24 6" = 1'-0"
135

COPING CAP

EXTERIOR GRADE NAILER
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

CMU WALL
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A
Composite Membrane Over
Existing Gravel Roof
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC. (888) 440-3224 | www.weatherweld.com PREPARED FOR:

DRAWING TITLE:

COPING CAP FLASHING AT CMU WALL
DETAIL NUMBER:

301
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
3" = 1'-0"
136

SURFACE MOUNTED TWO PIECE REGLET

CMU WALL

CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)

R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

DRAWING TITLE:

SURFACE MOUNTED REGLET AT CMU WALL
DETAIL NUMBER:

302
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
3" = 1'-0"
137

CMU WALL

SAW CUT REGLET COUNTERFLASHING
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

DRAWING TITLE:

SAW CUT REGLET AT CMU WALL
DETAIL NUMBER:

303
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
3" = 1'-0"
138
CA TITLE 24 COOL ROOF REFLECTIVE COATING (3 GAL. / 100 SQ.FT.)

R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

EXISTING COUNTERFLASHING
CA TITLE 24 COOL ROOF REFLECTIVE COATING (3 GAL. / 100 SQ.FT.) R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

CMU WALL
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

CMU WALL WITH EXISTING REGLET COUNTERFLASHING
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 1/10/24 3" = 1'-0"
304
139
CA TITLE 24 COOL ROOF REFLECTIVE COATING (3 GAL. / 100 SQ.FT.)

R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

CMU WALL
4" CANT STRIP

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

CMU WALL WITH EXISTING SURFACE MOUNTED COUNTERFLASHING
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD
305
140
1/10/24 3" = 1'-0"
141

COPING CAP

EXTERIOR GRADE NAILER
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)

CMU WALL
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

POLYESTER PLY EMBEDDED IN PRE-FORMED

ASPHALT EMULSION SCUPPER IN

SEALANT BED

EXISTING GRAVEL SEALANT

SURFACED ROOF

SYSTEM:

DRAWING TITLE:

THRU WALL SCUPPER FLASHING AT CMU
WALL
DETAIL NUMBER:
306
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
3" = 1'-0"
142

CMU WALL

EXISTING COUNTERFLASHING
SCREWS w/ NEOPRENE WASHERS
FASTEN @ 8" O.C.
24 GA GALVALUME SKIRT FLASHING

CA TITLE 24 COOL ROOF REFLECTIVE COATING
(3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION 3" MIN.
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

POLYESTER PLY EMBEDDED IN ASPHALT

EMULSION
4" CANT STRIP

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

DRAWING TITLE:

SKIRTED COUNTERFLASHING AT CMU WALL
DETAIL NUMBER:

307
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
3" = 1'-0"
143
CONTINUOUS SEALANT, TYP.

REGLET AND FLASHING AS REQUIRED

FASTENER W/ SEALING WASHER
FORMED ALUM. COVER PLATE

EXPANSION JOINT BELLOWS

CONTINUOUS MOISTURE SEAL

WATERPROOF MEMBRANE TO

UNDERSIDE OF FLASHING

EXPANSION JOINT CURB
4" CANT STRIP
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

POLYESTER PLY EMBEDDED IN ASPHALT

EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

EXPANSION JOINT AT CMU WALL 308
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 1/10/24 3" = 1'-0" 144

COPING CAP
SCREWS w/ NEOPRENE WASHERS - FASTEN @ 8" O.C.

CMU WALL
24 GA GALVALUME SKIRT FLASHING

EXTERIOR GRADE NAILER

3" MIN.

CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

SKIRTED COPING DETAIL AT CMU WALL 309
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:
145
M. Jones TBD 1/10/24 3" = 1'-0"
146
3" MAX.

COPING CAP

EXTERIOR GRADE NAILER
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

CMU WALL
4" CANT STRIP

POLYESTER PLY EMBEDDED IN

ASPHALT EMULSION

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

COPING DETAIL AT CMU WALL (ALT) 310
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 1/10/24 3" = 1'-0" 147

EXPANSION JOINT COVER - INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS

EXPANSION JOINT CURB
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)

R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT

EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

EXPANSION JOINT 401
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 1/10/24 3" = 1'-0" 148

EQUIPMENT COUNTERFLASHING

EQUIPMENT CURB

CA TITLE 24 COOL ROOF REFLECTIVE COATING (3 GAL. / 100 SQ.FT.) R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

EQUIPMENT CURB FLASHING 402
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 149
1/10/24 6" =
1'-0"
150

UNIT SKYLIGHT - FASTENED IN ACCORDANCE WITH SKYLIGHT

MANUFACTURERS' RECOMMENDATIONS

SKYLIGHT CURB

CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP

POLYESTER PLY EMBEDDED IN ASPHALT EMULSION

EXISTING GRAVEL SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

CURB MOUNTED SKYLIGHT FLASHING 403
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:

M. Jones TBD 151
1/10/24 6" =
1'-0"
152

SEALANT
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

STAINLESS STEEL

DRAWBAND

STORM COLLAR

EXISTING PIPE

POLYESTER PLY EMBEDDED IN ASPHALT

EMULSION

PRE-FORMED

PIPE SLEEVE

EMBEDDED IN

SEALANT

EXISTING GRAVEL

SURFACED ROOF

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over
Existing Gravel Roof
DRAWING TITLE: DETAIL NUMBER:

PIPE PENETRATION FLASHING 501
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE: SCALE:
153
M. Jones TBD 1/10/24 6" = 1'-0"
154
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(3 GAL. / 100 SQ.FT.)
R-1P-16-45-A WEATHERWELD APPLICATION
45 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

POLYESTER PLY EMBEDDED IN

ASPHALT EMULSION

DRAIN STRAINER

DRAIN LOCKING
RING

EXISTING GRAVEL

SURFACED ROOF

DRAIN BOWL

SYSTEM:

R-1P-16-45-A

A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
PREPARED FOR:

Composite Membrane Over Existing Gravel Roof DRAWING
TITLE:

DETAIL
NUMBER
:

D
R
A155
IN
DETAI
L 502
DRAWN BY:

R. Weygant
APPROVED BY:

PROJECT:

INSTALLED BY:

DATE:

SCALE:

M. Jones TBD 1/10/24 6" = 1'-0"
156

CA TITLE 24 COOL ROOF REFLECTIVE
COATING (3 GAL. / 100 SQ.FT.)

WEATHERWELD R-16-30-A APPLICATION
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

SECTION SIDE ELEVATION VIEW
VIEW

SYSTEM:

DRAWING TITLE:

ROOFTOP DUCT ENCAPSULATION
DETAIL NUMBER:

503
DRAWN BY:

R. Weygant
PROJECT:

APPROVED BY:

M. Jones
INSTALLED BY:

TBD
DATE:
1/10/24
SCALE:
1 1/2" = 1'-0"
157
Technical Data Sheets
158

WW471145
Asphalt Emulsion

WW471145 - Weatherweld Asphalt Emulsion is the primary
waterproofing component of WeatherWeld roofing systems and is applied simultaneously with WeatherWeld fiberglass. A colloid mixture of water, asphalt, and bentonite clay, WeatherWeld asphalt emulsion is water-carried, low odor, UV stable and 0 VOC.

PErformance Certifications
Property Value

Appearance: Thixotropic liquid
Color: Black
Flash Point: Non-Flammable.

Maximum VOC: 0 g/l Calculated
Solids Content by Volume: 49-53% per ASTM D 2697
Viscosity (Brookfield): 8,000-15,000 cPs per ASTM D 2196

MOre Info

Packaging:
1 Gallon Cans
5 Gallon Pails
55 Gallon Drums
275 Gallon Totes
Bulk Delivery
WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224 159

WW471145 Asphalt Emulsion
Coverage:

30 to 45 gallons per 100 square feet depending on application.

Surface Preparation:

Surface must be clean, dry and in good condition. Remove all debris, loose gravel, and dirt from the roof by brooming or vacuuming and power-wash the entire roof.

Application:

Emulsion is spray applied using the WeatherWeld 3D Roof Printer. Emulsion is simultaneously applied with glass fibers to provide a seamless reinforced roof membrane.

Cleanup:

Clean wet coating from hands and tools with soap and water. If dry, clean tools with kerosene, paint thinner or mineral spirits.

Warnings:

Use appropriate gloves and other protective clothing when handling this product. EMPLOYERS should obtain a copy of the Material Safety Data Sheet (MSDS) from your supplier or directly from WeatherWeld at the toll free number or website below.

Warranty:

We, the manufacturer, warrant only that this product is free of defects, since many factors which affect the results obtained from this product - such as weather, workmanship, equipment utilized and prior condition of the substrate - are all beyond our control. We will replace at no charge any product proved t o be defective within 12 months of purchase, provided it has been applied in accordance with our written directions for uses we recommended as suitable for this product. Proof of purchase must be provided.

DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILI TY: THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER

WARRANTIES EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FOR A PARTICULAR PURPOSE. MANUFACTURER SHALL HAVE NO LIABILITY OF ANY KIND BEYOND PRODUCT

REPLACEMENT, INCLUDING FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES RESULTING FROM ANY DEFECTS OR ANY DELAYS CAUSED BY REPLACEMENT OR OTHERWISE. THIS LIMITED WARRANTY PROVIDES THE PURCHASER’S EXCLUSIVE REMEDY FOR ANY DEFECT IN THE PRODUCT.

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224

Revised: 11/31/2023
WWTDS-001.pdf
160

WW472049
Elastomeric Base Coat

WW472049 - WeatherWeld acrylic basecoat is a water-carried, acrylic elastomeric coating designed to facilitate proper adhesion of WeatherWeld Title 24 compliant Cool Roof Coating to WeatherWeld emulsion. WW472049 provides superior protection against ponding water and eliminates the need for costly replacement.

PERFORMANCE CERTIFICATIONS
Property Value

Appearance: Liquid
Color: Buff
Wet Adhesion – Asphalt Emulsion: 5.2 pli per ASTM D 6083 Solids (Volume / Weight): 54% / 67.7% per ASTM D 6083
Viscosity: 110 ± 10 KU per ASTM D 6083
Drying Time: 4-8 hours depending on temperature and humidity.

VOC Content: < 50 g/l

MORE INFO

Packaging:
1 Gallon Cans
5 Gallon Pails
55 Gallon Drums
250 Gallon Totes
WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224 161

WW472049 Elastomeric Base Coat
Coverage:

1.5 gallons per 100 square feet.

Surface Preparation:

Surface must be clean, dry and in good condition. Remove all debris, loose gravel, and dirt from the roof by brooming or vacuuming and power-wash the entire roof.

Application:

Apply WeatherWeld acrylic basecoat to finished WeatherWeld roof applications at a rate of 1.5 gallons per 100 square feet.

Cleanup:

Clean wet coating from hands and tools with soap and water.

Warnings:

Warranty:

We, the manufacturer, warrant only that this product is free of defects, since many factors which affect the results obtained from this product - such as weather, workmanship, equipment utilized and prior condition of the substrate - are all beyond our control. We will replace at no charge any product proved to be defective within 12 months of purchase, provided it has been applied in accordance with our written directions for uses we recommended as suitable for this product. Proof of purchase must be provided.

DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FOR A PARTICULAR PURPOSE. MANUFACTURER SHALL HAVE NO LIABILITY OF ANY KIND BEYOND PRODUCT REPLACEMENT, INCLUDING FOR

CONSEQUENTIAL OR INCIDENTAL DAMAGES RESULTING FROM ANY DEFECTS OR ANY DELAYS CAUSED BY REPLACEMENT OR OTHERWISE. THIS LIMITED WARRANTY PROVIDES THE PURCHASER’S EXCLUSIVE REMEDY FOR ANY DEFECT IN THE PRODUCT.

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224

Revised: 11/31/2023
WWTDS-001.pdf
162

WW473049
Cool Roof Reflective Coating

WW473049 - Cool Roof Reflective Coating is a multi -purpose, acrylic, elastomeric coating for use over a variety of substrates including asphalt and metal roofing. It has unique “bleed blocking” properties which make it particularly suited for coating over asphalt surfaces, and exceeds several ASTM D6083 requirements for tensile strength, elongation, wet adhesion and weatherability.

PERFORMANCE CERTIFICATIONS
Property Value

Appearance: Liquid
Color: White
Solar Reflectance (Initial / Aged): 0.83 / 0.75 per ASTM C 1549 Thermal Emittance 0.88 / 0.92 per ASTM C 1371
SRI 104 / 93 as Calculated
Initial Tensile Strength: 270 psi per ASTM D 6083
Initial Elongation: 260% per ASTM D 6083
Tear Resistance: 100 lbf / in per ASTM D 6083
1000-hr Accelerated Weathering: No Cracking or Checking per ASTM D 6083 MORE INFO Elongation After Accelerated
Weathering:
220% per ASTM D 6083

Permeance: 12 Perms per ASTM D 6083
Water Swelling: 15% per ASTM D 6083
Fungi Resistance: No Growth per ASTM D 6083
Solids (Volume / Weight): 52% / 66% per ASTM D 6083
Viscosity: 110 ± 10 KU per ASTM D 6083
VOC Content: < 50 g/l

Packaging:
1 Gallon Cans
55 Gallon Drums
250 Gallon Totes
WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224 163

WW473049 Cool Roof Reflective Coating
Coverage:

1.5 gallons per 100 square feet.

Surface Preparation:

Surface must be clean, dry and in good condition. Remove all debris, loose gravel, and dirt from the roof by brooming or vacuuming and power-wash the entire roof.

Application:

Apply WeatherWeld acrylic top coating to WeatherWeld WW472049 Base Coat at a rate of 1.5 gallons per 100 square feet.

Cleanup:

Clean wet coating from hands and tools with soap and water.

Warnings:

Warranty:

We, the manufacturer, warrant only that this product is free of defects, since many factors which affect the results obtained from this product - such as weather, workmanship, equipment utilized and prior condition of the substrate - are all beyond our control. We will replace at no charge any product proved to be defective within 12 months of purchase, provided it has been applied in accordance with our written directions for uses we recommended as suitable for this product. Proof of purchase must be provided.

DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224

Revised: 11/31/2023
WWTDS-001.pdf
164

WW474049
Self-Adhering Membrane
WW474049 - WeatherWeld self adhering membrane is a modified roofing membrane sheet with a self sticking adhesive backing used as a general flashing sheet at transitions, terminations, and flashings.

Self adhering is also used to bridge gaps and as a field repair tape before WeatherWeld applications

PERFORMANCE CERTIFICATIONS

PROPERTY VALUE

Appearance: Rough Sanded Texture
Color: Black
Strip Tensile Strength: 75 Lbs/in (13,135 N/m) per ASTM D 882 Puncture Resistance: 200 Lbs (890 N) per ASTM E 154
Permeance: Max 0.05 Perms per ASTM E 96 Method B
Pliability: No cracks when tested with a 1/4” Mandrel,
180 deg. Blend at -25F, per ASTM D 146

MORE INFO

Packaging:
12 in. X 108 ft. (0.31 m x 32.9 m) Roll.
18 in. X 108 ft. (0.46 m x 32.9 m) Roll.
24 in. X 108 ft. (0.61 m x 32.9 m) Roll.
36 in. X 45 ft. (0.91 m x 13.7 m) Roll.

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] 165

WW474049 Self-Adhering Membrane
Coverage:

Coverage dependent on Roll size.

Surface Preparation:

Surface must be clean, dry and in good condition. Remove all debris, loose gravel, and dirt from the roof by brooming or vacuuming and power-wash the entire roof.

Application:

Cleanup:

Clean with soap and water. If dry, clean tools with kerosene, paint thinner or mineral spirits.

Warnings:

Warranty:

Notwithstanding its usage as a component in a No Dollar Limit (NDL) guaranteed roof system, we, the manufacturer, warrant only that this product is free of defects for a period of twelve (12) months from date of original purchase. Many factors may affect the final results obtained from this product, including but not limited to: weather, workmanship, application equipment and prior condition of the application substrate. Proof of purchase is required.

DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224

Revised: 3/18/2024
WWTDS-001.pdf
166

WWFG100
Fiberglass Roving

WWFG100 - Fiberglass Roving is continuous filament glass fiber consisting of approximately sixty strands held together loosely in rope form by a special sizing. Roving is designed for spray application using the WeatherWeld 3D Roof Printer to provide reinforcement for WeatherWeld asphalt emulsion coating.

PERFORMANCE CERTIFICATIONS
Property Value

Appearance: Ropelike strands
Color: White
Flash Point: >212F
Maximum VOC: 0 g/l
Maximum VOS: 0 lbs/gal
Fiber Diameter: 6 microns, minimum
Yield: 207 yd/lb.

Tex: 2400 g/km.

MORE INFO

Packaging:

Each spool is capable of covering approximately 1350 square feet of area when applied at a rate of 3 lbs per 100 square feet.

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224 167

WWFG100 Fiberglass Roving
Coverage:

Normal application rate is 30 gallons of WeatherWeld Asphalt Emulsion and 16 pounds of glass fiber per 100 square feet.

Surface Preparation:

Follow directions on surface preparation for WW471145 WeatherWeld Asphalt Emulsion Application

Application:

Roving is spray applied using the WeatherWeld 3D Roof Printer to provide reinforcement for WeatherWeld asphalt emulsion. Emulsion and glass fibers are chopped into a matrix of intertwined strands ranging in length from 1” to 24” and simultaneously applied providing a seamless reinforced roof membrane.

Cleanup:

Wash hands with soap and water when finished.

Warnings:

Warranty:

We, the manufacturer, warrant only that this product is free of defects, since many factors which affect the results obtained from this product - such as weather, workmanship, equipment utilized and prior condition of the substrate - are all beyond our control. We will replace at no charge any product proved to be defective within 12 months of purchase, provided it has been applied in accordance with our written directions for uses we recommended as suitable for this product. Proof of purchase must be provided.

DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: THIS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224

Revised: 11/31/2023
WWTDS-001.pdf
168
Warranty
169

ROOF SPECIFICATION
R-1P-16-45-A
Fluid Applied Roof Encapsulation System with Title 24
Compliant Cool Roof Coating
For Approved Gravel Surfaced Built Up Roofs

Section 07 56 00

COLD FLUID APPLIED

ROOFING
SECTION 07 56 00

FLUID APPLIED ROOFING
170
PART 1 GENERAL

1.1 SECTION INCLUDES

A. Seamless Fluid Applied Composite Roof Systems.

B. Roof Flashings.

C. Roof Accessories.

1.2 RELATED SECTIONS

A. Section 06 10 00 - Rough Carpentry.

B. Section 07 62 00 - Sheet Metal Flashing and Trim: Cap flashing and expansion joints.

C. Section 07 71 00 - Manufactured Roof Specialties: Counter flashing, gravel stops, fascia, scuppers, gutters, and downspouts.

D. Section 07 72 00 - Roof Accessories.

E. Section 22 30 00 - Plumbing Equipment: Adjacent Piping Vents and Drains.

F. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.3 REFERENCES

A. National Roofing Contractors Association (NRCA) Roofing and Waterproofing Manual.

B. American Society of Civil Engineers (ASCE) - ASCE 7 - Minimum Design Loads for Buildings and Oth- er Structures.

C. ASTM International (ASTM):

1. ASTM C 728 - Standard Specification for Perlite Thermal Insulation Board.

2. ASTM D 570 - Standard Test Method for Water Absorption of Plastics.

3. ASTM D 1079 - Standard Terminology Relating to Roofing, Waterproofing, and Bituminous Materials.

4. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Damp proofing, and Waterproofing.
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5. ASTM D1227 - Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing.

6. ASTM D 2523 - Standard Practice for Testing Load-Strain Properties of Roofing Membranes.

7. ASTM D 3019 - Standard Specification for Lap Cement Used with Asphalt Roll Roofing, Non-Fibered, and Fibered.

8. ASTM D 3909 - Standard Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Min- eral Granules.

9. ASTM D 4263 - Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method.

10. ASTM D 4830 - Standard Test Methods for Characterizing Thermoplastic Fabrics Used in Roof- ing and Waterproofing.

11. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings.

12. ASTM E 548 - Standard Guide for General Criteria Used for Evaluating Laboratory Compe- tence.

13. ASTM E 1980 - Standard Practice for Calculating Solar Reflectance Index of Horizontal and Low-Sloped Opaque Surfaces.

D. Underwriters Laboratories (UL): ANSI/UL 790 - Standard Test Methods of Roof Coverings.

E. Underwriters Laboratories (UL) - Roofing Systems and Materials Guide.

F. CRRC - Cool Roof Rating Council.

G. California Building Standards Code - Title 24.

H. Sheet Metal and Air Conditioning Contractors National Association (SMACNA) - Architectural Sheet Metal Manual.

1.4 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA’s “The NRCA Roofing and Water- proofing Manual” for definition of terms related to Work in this Section.

1.5 PERFORMANCE REQUIREMENTS

A. General: Provide watertight roofing membrane and flashing system that does not permit the passage of water, resists uplift pressures specified in this section, and is capable of withstanding thermally induced movement and exposure to weather without failure.

B. Energy Performance:

1. Low-Slope Roofs: Provide roofing system with Solar Reflectance Index not less than 78 when calculated according to ASTM E 1980, based on testing identical products by a qualified test - 172
ing agency.

2. Roof membrane finish must comply with current California Title 24 Part 6 requirements:
a. Minimum three (3) year aged solar reflectance: 0.55. b. Minimum Thermal Emittance: 0.75.

C. Wind Resistance: Provide roofing membrane, base flashings and component materials that com - ply with requirements in FMG 4450, FMG 4470, UL 580 or UL 1897 as part of a membrane roofing system.

1. Wind Load Resistance: 1-90

D. Fire-Test-Response Characteristics: Provide roofing materials with the fire -test-response character- istics indicated as determined by testing identical products per test method below by UL, FMG or another testing and inspecting age ncy acceptable to authorities having jurisdiction. Materials shall be identified with appropriate markings from the applicable testing and inspecting agency.

1. Exterior Fire-Test Exposure: Class A ASTM E 108 for application and roof slopes indicated.

1.6 SUBMITTALS

A. Submit in accordance with Section 01 30 00 - Administrative Requirements.

B. Product Data: For each product note in this section, submit printed or digital copies of manufactur - ers product information including the following:

1. Printed affirmation of performance characteristics.

2. Roofing system design.

3. Application Instructions.

4. Technical Data Sheets.

5. Material Safety Data Sheets.

C. LEED Submittals:

1. Product Data for Credit SS 7.2: For roof materials, indicating that roof materials comply with Solar Reflectance Index requirement.

2. Product Data for Credit EQ 4.1: For adhesives and sealants, including printed statement of VOC content.

D. Warranty Documents: Provide sample copies of the Manufacturer’s standard form outlining the terms and conditions of the warranty specified for the Work in this section.

E. Shop Drawings: Provide plan, elevation, section, and isometric drawings outlining waterproofing conditions at transitions, terminations, penetrations and attachments to adjacent work.

F. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and 173
witnessed by a qualified testing agency, for components of the roofing system.

G. Research & Evaluation Reports: For components of the roofing system.

1. Include reports from UL, ICC, FMG or another testing and inspecting agency acceptable to authorities having jurisdiction, stating entire system meets fire -test-response characteristics listed.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: Installer must be authorized by roofing system manufacturer to perform all Work specified in this section and provide an executed manufacturer’s warranty.

B. Manufacturer Qualifications: A qualified manufacturer that has UL listing for roofing system identi - cal to that used for this project.

C. Testing Agency Qualifications: An independent testing agency with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548.

D. Source Limitations:

1. Obtain roof system components from a single manufacturer.

2. Secondary products required must be recommended and approved in writing by the roofing system Manufacturer.

3. Upon request, submit Manufacturer’s written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.

1.8 PRE-INSTALLATION CONFERENCE

A. Prior to commencement of Work, conduct a conference at project site. Comply with the require- ments of Section 01 31 00 - Project Management and Coordination. Review and affirm methods and procedures related to the work specified in this section, including but not limited to the follow- ing:

1. Meet with owner, architect, owner’s insurer if applicable, testing and inspecting agency representative, roofing installer, roofing system manufacturer’s representative, deck installer, and installers whose work interfaces with or affects roofing, including installers of roof acces - sories and roof-mounted equipment.

2. Review methods and procedu res related to roofing installation, including the manufacturer’s written instructions.

3. Review and finalize construction schedule and verify availability of materials, installer’s per - sonnel, equipment, and facilities needed to make progress and avoid delays.

4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening.

5. Review structural loading limitations of roof deck during and after roofing. 174

6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs and condition of other construction that will affect roofing system.

7. Review governing regulations and requirements for insurance and certificates, if applicable.

8. Review temporary protection requirements for roofing system during and after installation.

9. Review roof observation and repair procedures after roofing installation.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to project site in original contain ers, with seals unbroken, and labeled with man - ufacturer’s name, product brand name and type, date of manufacture, and directions for storage.

For bulk-delivered materials, identify manufacturer’s name and product designation with delivery receipts and material manifests.

B. Protect roofing materials from physical damage and from deterioration due to sunlight, moisture, soiling and other sources. Comply with manufacturer’s written instructions for handling, storing, and protecting during installation.

C. Store liquid materials in their original, undamaged containers in a clean, dry, and protected loca- tion, between 50 degrees F to 80 degrees F (10 degrees to 26.7 degrees C). Ensure jobsite storage is in a shaded and well -ventilated area, away from open flame or welding sparks. Indoor Storage is recommended.

D. Do not stockpile materials on roof without first obtaining acceptance from the Architect.

E. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life.

1.10 PROJECT CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecast weather conditions permit the roofing system to be installed according to manufacturer’s written instructions and warranty requirements.

B. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recom- mended by manufacturer for optimum results. Do not install products under environmental condi- tions outside Manufacturer’s absolute limits.

C. The minimum temperature for application of WeatherWeld Emulsion and WeatherWeld Acrylic Coating is 50 degrees F (10 degrees C) and rising.

D. Product application must not be performed when rain or other ambient moisture conditions such as fog or heavy dew are possible within a 72-hours of completion. Roof surface must be a mini- mum of 6 degrees F (3 C) above the dew point and rising.

E. Safety Data Sheets (SDS) must be on location during the transportation, storage, and application of materials.
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F. Schedule and phase work such that new roofing materials are not subject to construction traffic.

Protect new roof sections and inspect for damage upon completion.

G. When applying materials with spray equipment, take precautions to prevent overspray and/or sol - vents from damaging or defacing surrounding walls, building surfaces, vehicles, or other property.

H. The surface on which the roof s ystem is applied shall be clean, smooth, dry, and free of projections or contaminants that could prevent proper application of or be incompatible with the new installa- tion. Correct all sharp edges, foreign materials, oil, and grease.

I. Take precautions to ensure that materials do not freeze.

J. Protect completed roof sections from foot traffic for a period of at least 48 hours at 75 degrees F (24 degrees C) and 50 percent relative humidity or until fully cured.

1.11 WARRANTY

A. No Dollar Limit (NDL) Warranty: Provide Manufacturer’s written and signed No Dollar Limit (NDL) warranty document, affirming coverage in the event of a leak in the roofing membrane or base flashings applied within the scope of work outlined in this section.

1. Warranty Period: Forty (40) years from date of Substantial Completion.

2. Coating Warranty: Twelve (12) years from date of Substantial Completion.

B. Project Warranty: Submit roofing installer’s signed and executed warranty document affirming coverage of all work of this Section, including but not limited to insulation, cover board, fasteners, base sheet, roofing membrane, base flashings, and walkway products.

1. Warranty Period: Two (2) years from date of Substantial Completion.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: Liquiform Technologies Inc – WeatherWeld.

1. Within 72 hours of the initial site visit, equivalent systems from The Garland Company or Tremco Roofing may be considered, providing the systems meet warranty requirements, physical characteristics and do not use solvents or fire during installation.

B. Acceptable Manufacturers:

1. Liquiform Technologies Inc – WeatherWeld.

2. .

3. .
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2.2 COMPOSITE MEMBRANE SYSTEM

A. General:

1. Roofing system must comply with 2007 CBC, Chapter 15.

2. Subject to compliance with requirements, provide the specified membrane configuration, applied over existing low slope roofs.

B. Basis of Design: R-1P-16-45-A, by WeatherWeld. Composite roof applied over existing gravel roof- ing with CA Title 24 compliant cool roof surface coating.

1. Physical Properties:
a. Total Weight: 2.23 pounds per square foot (1.01 kg) dry. b. Nominal Thickness: 375 mil Dry Film Thickness (DFT). c. Minimum Strength: 600 psi (4136 kN/m2) per ASTM D 2370. d. Minimum Elongation: 10% per ASTM D 4830.
e. Minimum Puncture Resistance: 700 lb. (318 kg) per ASTM D 4830. f. Water Absorption: 1% max by weight per ASTM D 570.
g. Fire Rating: UL Class “A” assembly.

2. Membrane Configuration:
a. Flood Coat: 15 to 25 Lbs per 100 square feet as necessary to fully embed gravel such that all gravel is fully encapsulated by the asphalt emulsion. b. Base Sheet: Polyester ply sheet.
c. Fiberglass Roving: 16 Lbs per 100 square feet.
d. Asphalt Emulsion: 30 Gallons per 100 square feet.
e. CA Title 24 Cool Roof Reflective Coating: 3 Gallons per 100 square feet.

2.3 COMPOSITE MEMBRANE MATERIALS

A. Asphalt Emulsion: WeatherWeld Asphalt Emulsion meeting or exceeding the requirements of ASTM D1227. WW471145, by WeatherWeld.

1. VOC Content (Maximum): 0 g/l.

2. Wet Weight: 8.7 Lbs./Gal. (1041 g/l).

3. Dry Weight: 4.35 Lbs./Gal. (521 g/l).

4. Solids Content by Volume: 49-53%.

B. Fiberglass Reinforcement (Type E): Multi -end continuous fiberglass roving designed for spray oper - ations. WWFG100, by WeatherWeld.

1. Yield: 207 yd/lb.

2. Tex: 2400 g/km.

3. Spool Weight: 41.9 LB (19kg).

SPECIFIER: Select the coating required for the project based on specified design criteria. Retain only 1 of the 177
next 2 paragraphs and coordinate the application in Paragraph 3.8

C. Cool Roof Reflective Acrylic Coating:

1. Basecoat: WW473049, by WeatherWeld.
a. Solids Content by Volume: >45-50%.
b. VOC Content (maximum): 400 g/l.
c. Weight: 7.7 - 8.7 lbs./Gal. (922 – 1041 g/l).

2. Topcoat: CA Title 24 Cool Roof Reflective Coating as supplied by the manufacturer of the membrane system. WW472049, by WeatherWeld.
a. Solids Content by Volume: >45-50%.
b. VOC Content (maximum): 400 g/l.
c. Weight: 7.7 - 8.7 lbs./Gal. (922 – 1041 g/l).
d. Solar Reflectance:
1) Initial: 0.53.
2) 3 Year Aging: 0.42.
e. Thermal Emittance:
1) Initial: 0.50.
2) 3 Year Aging: 0.56.
f. Solar Reflectance Index (SRI):
1) Initial: 48.
2) 3 Year Aging: 33.

2.4 SHEET MATERIALS

A. Polyester Ply Sheet: Stich Bonded Polyester sheet meeting or exceeding requirements of ASTM D 1777, D 3787, D 5034, and D 5587.

B. Self-Adhering Membrane: SBS -modified membrane sheet with adhesive backing. WW474049, by WeatherWeld.

1. Elongation: 85%.

2. Thickness: 75 mils.

3. Weight: 3 oz/ sq. yd.

4. Roll Width: 36 inches.

C. Venting Base Sheet: Asphalt coated, glass fiber reinforced base sheet meeting or exceeding the requirements of ASTM D 4601, Type II, and UL Type G2.

2.5 ADHESIVES AND SEALANTS
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A. Flashing Cement: Trowel grade SBS -modified flashing cement made from heavy -bodied asphalt reinforced with organic fibers.

1. VOC Content (Maximum): 290 g/l.

2. Weight per Gallon: 8.25 – 9.25 Lbs (988 – 1107 g/l).

B. Polyurethane Sealant: Moisture -cured, single-component, polyurethane -based, non-sag elastomer- ic sealant. Meets ASTM C920, Type S, Grade NS, Class 35; Sikaflex-1A, manufactured by Sika.

2.6 SHEET METAL, FLASHING AND TRIM

A. Metal Flashing Sheet: 24 Ga. Galvanized sheet metal flashing as specified in Division 07 Section “Sheet Metal Flashing and Trim.”

B. Flashing Boot: 24 Ga. Galvanized sheetmetal pipe boot for sealing single or multiple p ipe penetra - tions adhered in approved adhesives as recommended and furnished by the membrane manufac - turer.

C. Vents and Breathers: Heavy gauge aluminum and fully insulated vent that allows moisture and air to escape but not enter the roof system as recommended and furnished by the membrane manu - facturer.

D. Pitch Pans: Rain Collar 24 gauge stainless or 20oz (567gram) copper. All joints must be welded or soldered to remain watertight.

E. Drain Flashings: 4 lb (1.8kg) sheet lead formed and rolled.

F. Plumbing stacks: 4 lb (1.8kg) sheet lead formed and rolled.

G. Fabricated Flashings: As specified in Section 07 62 00.

1. Fabricated flashings and trim must conform to the detail requirements of SMACNA “Archi- tectural Sheet Metal Manual” and/or the CDA Copper Development Association “Copper in Architecture - Handbook” as applicable.

H. Manufactured Roof Specialties: Manufactu red copings, fascia, gravel stops, control joints, expan - sion joints, joint covers and related flashings and trim are specified in Section 07 71 00.

1. Manufactured roof specialties must conform to the detail requirements of SMACNA “Ar- chitectural Sheet Metal Manual” and/or the NRCA “Roofing and Waterproofing Manual” as applicable.

I. Fasteners: Factory-coated steel fasteners and metal meeting corrosion -resistance provisions in FMG 4470, designed for fastening roofing membrane components to substrate , tested by manufac - turer for required pullout strength and acceptable to roofing system manufacturer.

2.7 WALKWAYS
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A. Foot Traffic Walkway Coating:

1. Acrylic Coating: Fluid applied, single -component, 100% Acrylic, waterproof walking surface with ceramic granules designed to enhance the traffic resistance of the roof surface. a. Coating Properties:
1) Tensile Strength: 350 psi when tested in accordance with ASTM D 412. 2) Elongation: 174% when tested in accordance with ASTM D 412. 3) Solids Content: 95% when tested in accordance with ASTM D 2369. 4) VOC: <50 g/l.
5) Flash Point: 141 degrees F min. (60.6 degrees C) when tested in accordance with ASTM D 93.
6) Color: Safety Yellow.
b. Granule Properties:
1) Specific Gravity 2.65 when tested in accordance with ASTM C 128, 2) Bulk Density: 90-100 lbs./Cu. Ft. when tested in accordance with ASTM C29. 3) Color: Yellow.

B. Walkway Pads: Mineral -granule-surfaced, reinforced asphaltic composition, slip -resisting pads, manufactured as a traffic pad for foot traffic and acceptable to roofing system manufacturer, 1/2 in (13mm). thick, minimum.

1. Pad Size: 36 inches by 60 inches (914mm x 1524mm) minimum.

2.8 ACCESSORIES

A. General: Roofing accessories recommended by manufacturer for intended use and compatible with membrane roofing.

B. Fasteners: Factory-coated steel fasteners and metal plates meeting corrosion -resistance provisions in FMG 4470, designed for fastening roof insulation to substrate and acceptable to roofing system manufacturer.

C. Cant Strips: ASTM C 728 perlite insulation board.

D. Wood Nailer Strips: Comply with requirements in Division 06 Section “Miscellaneous Carpentry.”

E. Tapered Edge Strips: ASTM C 728 perlite insulation board.

F. Substrate Joint Tape: 6 inch (152mm) or 8 inch (203mm) wide, coated, glass-fiber joint tape.

G. Anti-Skid Granules: Granules specifically designed for anti -skid purposes and compatible with all coatings specified in this section.
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PART 3 EXECUTION

3.1 EXAMINATION

A. Compatibility, verify all materials including existing roof are compatible.

1. Verify existing roof systems are NOT coated with silicone style coatings.

2. Verify existing roof systems are NOT PVC single ply membrane.

3. Verify the following for installations over lightweight insulating concrete (LWIC):
a. Decks must be a minimum of 2 inches (51 mm) thick with a compressive strength of no less than 125 psi (0.86 MPa) and a density of 22 pcf (352 kg/sm). b. Slopes must not exceed 1 inch per foot (83 mm/m).
c. Membrane and insulation may not be applied directly to lightweight concrete. Me- chanically attach an approved specified base sheet prior to application of subsequent insulation or membrane.

B. Examine substrates, work areas and field conditions, for compliance with the following require - ments and other conditions which may affect the performance of the roofing system. Verify the following conditions:

1. Surfaces are clean, rigid, dry, smooth, and free from cracks, holes, blisters, debris and sharp changes in elevation greater than 1/4 inch (6mm).

2. The deck is free of depressions, waves or projections and properly sloped to drains, valleys, eaves, scuppers, or gutters.

3. Roof openings and penetrations are adequately installed, and that roof drains are securely clamped in place.

4. Cant strips, blocking, curbs and nailers are securely anchored and installed in accordance with manufacturers requirements.

5. Drains and scuppers are free of ruptures and sealed on all four sides on the exterior face of walls.

6. Surface plane flatness and fastening of roof deck complies with manufacturers requirements.

7. Concrete curing compounds and any chemicals that may impair adhesion of roofing compo - nents have been removed.

8. Existing roof assemblies are dry, confirmed by conducting infrared thermal scans.

9. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method in accordance with ASTM D 4263.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory conditions before proceeding.
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3.2 PREPARATION

A. Do not begin installation until all substrates have been properly prepared.

B. Prior to application, clean application surfaces with water. Where wash water must be reclaimed due to contamination concentrations, roof water collection design of the building or local ordinanc- es. Conform to local requirements for disposal of wash water.

C. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation in accordance with the roofing system manufacturer’s written instructions.

D. Remove or correct all sharp projections which may interfere with the integrity of the membrane.

E. Protect roof drains and edges during construction to prevent materials from entering roof drains and conductors or migrating onto surfaces of adjacent construction. Remove roof drain plugs when no work is taking place or when rain is forecast.

F. Protect adjacent materials and lower paving, prior to starting work, in accordance with roofing system Manufacturer’s instructions.

G. Roof Surface Preparation:

1. Vacuum loose gravel from existing roofs.

2. Remove existing perimeter edge flashings.

3.3 EXISTING ROOF ENCAPSULATION

A. Encapsulation of Gravel Surfaced Built-Up Roofs:

1. Polyester Leveling System: Where existing gravel exceeds 1/2 inch (13mm) in diameter, apply one layer of polyester ply embedded in emulsion at rate of 15 gal. of undiluted emulsion per 100 sq. ft (6.1 L/m2).
a. Both polyester ply and emulsion must be thoroughly saturated, creating a solid surface. b. Extend polyester leveling system to cover the entire embedded gravel roof area.

2. Flood Coat: Where existing gravel is less than 1/2 inch (13mm) in diameter, apply a flood coat of emulsion at rate of 15 gal. of undiluted emulsion per 100 sq. ft (6.1 L/m2).

3. Comply with local building codes where requirements exceed those listed.

3.4 ROOFING MEMBRANE INSTALLATION - GENERAL

A. Install roofing membrane system according to roofing system manufacturer’s written instructions and applicable recommendations of ARMA and NRCA.

B. Commence installation of roofing membrane in presence of roofing system manufacturer’s techni - cal personnel.
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C. Cooperate with testing and inspecting agencies engaged or required to perform services during roofing system installation.

D. Coordinate installation to ensure that materials that will not be permanently exposed are protect- ed from moisture and covered at the end of each workday.

1. Provide tie-offs at the end of each day’s work to cover exposed roofing membrane sheets and insulation with a co urse of coated felt set in roofing cement with joints and edges sealed.

2. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system.

3. Remove and discard temporary seals before beginning work on adjoining roofing.

E. Substrate Joint Penetrations: Where exceeding 1/4 inch in width (6mm), tape joints to inhibit roof- ing cement from penetrating substrate, entering building, or damaging roofing system components or adjacent building construction.

3.5 FLASHING INSTALLATION

A. General:

1. Refer to the manufacturer’s application manual for flashing specific details.

2. All flashings must have a minimum of 536 mil of fiberglass composite upon completion of the installation.

3. Fabricated flashings and trim must conform to the requirements found in the current SMAC - NA “Architectural Sheet Metal Manual”.

4. Manufactured Roof Specialties: Manufactured copings, fascia, control joints, and related flashings and trim must conform to the requirements found in the SMACNA “Architectural Sheet Metal Manual” and/or the National Roofing Contractors Association “Roofing and Wa - terproofing Manual”.

5. Any joint in the structure intended to allow for movement must be divorced from the seam- less reinforcement composite.
a. Install an 18 inch (457mm) wide slip sheet consisting of inverted (mineral -side down) cap sheet, laid dry over the joint and extending 36 inches (914mm) at each end. b. Over the slip sheet, solidly adhere a 36 inch (914mm) polyester ply in 4 gallons per 100 square feet (1.63 L/m2) of emulsion and reinforce with 536 mil of seamless composite.

B. Base Flashings and Cant Strips: Minimum 3 inch (76mm) cant strips must be installed at base flash- ings, walls, and curbs. Miter cants at ends to provide a smooth transition and set in adhesive.

C. Metal Drip Edges:

1. Inspect nailers for proper attachment and configuration.

2. Run one ply of self-adhering membrane 2 inches (51mm) over the edge. Assure coverage of all wood nailers.
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3. Install continuous cleat and fasten at 6 inches (152 mm) o.c.

4. Install new metal edge, securing to cleat and set in bed of roof cement. Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.

5. Apply primer to metal edges at a rate of 100 square feet per gallon and allow to dry.

6. Adhere a continuous strip of self -adhering membrane to the metal flange 2 inches (51mm) from the edge and extend 6 inches (152mm) onto the existing roof surface.

7. Coordinate placement to ensure membrane laps do not coincide with metal laps.

8. Reinforce with 500 mil of seamless composite. Extend the field application of composite to the outside edge of the metal flashing.

9. Apply composite flush with the edge to ensure that water does not pond.

D. Roof Edge with Gutter:

1. Inspect nailers for proper attachment and configuration.

2. Install one ply of self-adhering membrane 2 inches (50mm) over the edge. Assure coverage of all wood nailers.

3. Install gutter and strapping.

4. Install continuous cleat and fasten at 6 inches (152 mm) o.c.

5. Install new metal edge, securing to cleat and set in bed of roof cement. Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.

6. Apply primer to metal edges at a rate of 100 square feet per gallon and allow to dry.

7. Adhere a continuous strip of self-adhering membrane to the metal flange 2 inches (51mm) from the edge and extend 6 inches (152mm) onto the existing roof surface.

8. Coordinate placement to ensure membrane laps do not coincide with metal laps.

9. Reinforce with 500 mil of seamless composite. Extend the field application of composite to the outside edge of the metal flashing.

10. Apply composite flush with the edge to ensure that water does not pond.

E. Scuppers:

1. Inspect nailers for proper attachment and configuration.

2. Run one ply of self-adhering membrane 1 inch (25mm) over the edge. Assure coverage of all wood nailers.

3. Install pre-formed scupper in a 1/4 inch (6 mm) bed of roof cement. All seams and corners must be soldered, and scupper must have a minim um 4 inch (101 mm) flange. Prime scupper at a rate of 100 square feet per gallon and allow to dry.

4. Fasten scupper flange to nailers every 3 inches (76mm) o.c. staggered.

5. Adhere a continuous strip of self-adhering membrane to the metal flange approximately 2 184
inches (51mm) from the edge and 6 inches (152mm) onto the existing roof surface.

6. Coordinate placement to ensure membrane laps do not coincide with metal laps.

7. Reinforce with 500 mil of seamless composite. Extend the field application of composite to the outside edge of the metal flashing.

8. Apply composite flush with the edge to ensure that water does not pond.

9. scupper edge must be turned down a minimum of 1 inch (25mm) at outside edge of wall and sealed.

F. Coping Caps:

1. Attach tapered nailer to top of wall with a minimum slope of 1/4 per foot.

2. Cover nailer and all exposed wood with self -adhering membrane, extendin g 2 inches (50mm) over edges.

3. Reinforce with 500 mil of seamless composite. Extend field application of composite to the outside edge of wall.

4. Install continuous cleat and fasten at 6 inches (152 mm) o.c. to outside wall.

5. Install new metal coping cap hooked to continuous cleat.

6. Overlap joints a minimum of 4 inches (101 mm) and install in a 1/4 inch (6 mm) bed of poly- urethane sealant.

7. Fasten inside of cap 24 inch (609 mm) o.c. with approved fasteners and neoprene washers.

8. Install 6 inch (152mm) strips of self -adhering membrane, extending 3 inches (76mm) onto each side of joint. Extend down front and back face of coping.

9. Install coping cap per manufacturer’s recommendations.

G. Surface Mounted Counterflashing:

1. Set counterflashing in adhesive and fasten above flashing at 8 inches (203 mm) o.c.

2. Install sealant at top of counterflashing.

H. Recessed Counterflashing:

1. Cut receiver groove into concrete masonry unit wall located at the first horizontal grout joint above base flashing termination.

2. Secure recessed “Reglet” type counterflashing with expansion fasteners.

3. Install sealant at top of counterflashing.

I. Skirted Counterflashing:

1. Where existing counterflashing does not adequately cover finished base flashings, a “skirt flashing” may be installed.
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2. Specific applications must be approved by the Manufacturer prior to application and conform with manufacturers’ most current construction details for the specific application.

3. Flashing must extend at least 1 1/2 inches (39mm) behind existing counterflashing and proj - ect no greater than 3 inches (76mm) past the bottom edge. Vertical seams must overlap a minimum of 6 inches (152mm).

4. All metal edges which may come in contact the base flashing must be hemmed to protect the installed membrane.

5. Mechanically fasten skirt flashing to existing counterflashing using self -tapping screws with neoprene washers.

J. Expansion Joints:

1. Install compressible insulation in neoprene cradle.

2. Apply self-adhering membrane sheet to cover expansion joint curb and extend 9 inches (228 mm) onto the field of the roof.

3. Reinforce with 500 mil of seamless composite. Extend application of composite to the top of expansion joint curbs.

4. Install pre-manufactured expansion joint cover. Fasten sides at 12 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with sealant between metal covers.

K. Area Dividers:

1. Apply self-adhering membrane sheet to cover expansion joint curb and extend 9 inches (228 mm) onto the field of the roof.

2. Reinforce with 500 mil of seamless composite. Extend application of composite to the top of area divider curbs.

3. Install pre-manufactured expansion joint cover. Fasten sides at 12 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with sealant between metal covers.

L. Equipment Supports:

1. Apply self-adhering membrane sheet to cover expansion joint curb and extend 9 inches (228 mm) onto the field of the roof.

2. Reinforce with 500 mil of seamless composite. Extend application of composite to the top of the support curb.

3. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with sealant between metal covers.

4. Set equipment on neoprene pads and fasten as required by equipment manufacturer.

M. Curbs:
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1. Apply self-adhering membrane sheet to cover expansion joint curb and extend 9 inches (228 mm) onto the field of the roof.

2. Reinforce with 500 mil of seamless composite. Extend application of composite to the top of the curb.

3. Install pre-manufactured counterflashing with fasteners and neoprene washers.

N. Skylights, Smoke Vents and Roof Hatches:

1. Apply self-adhering membrane sheet to cover expansion joint curb and extend 9 inches (228 mm) onto the field of the roof.

2. Reinforce with 500 mil of seamless composite. Extend field application of composite to the top of the curb.

3. Install pre-manufactured unit in accordance with Manufacturers’ recommendations.

SPECIFIER: Retain the following paragraph if OSHA Compliant Fall Protection Screens are required.

4. At all required locations, install OSHA compliant, compression mounted skylight protection screens per skylight manufacturers’ written instructions.

O. Roof Drains:

1. Prior to commencing flashing work, plug drains to prevent debris from entering plumbing.

2. Taper insulation towards drains to create a sump 24 inches (609 mm) from center of drain.

3. Apply self-adhering membrane over drain. Cut out sheet inside drain bowl.

4. Set lead or copper flashings (30 inch square minimum) in 1/4 inch bed of roof cement. Ex - tend flashing into drain a minimum of 2 inches (50 mm), apply primer to metal at a rate of 100 square feet per gallon, and allow to dry.

5. Reinforce with 500 mil of seamless composite extending down walls of drain bowl and allow to cure.

6. Install clamping ring, remove drain plug and attach strainer.

P. Pipe Penetrations: All pipe penetrations must be flashed with a minimum 24 gauge galvanized sheet metal storm collars installed approximately 1 inch (25mm) above the top of the flashing boot and secured with a draw band with approved sealant.

Q. Heat Stacks:

1. Run roof system over the entire surface of the roof. Seal the base of the stack with sealant.

2. Prime flange of new sleeve. Install properly sized sleeves set in 1/4 inch (6 mm) bed of roof cement.

3. Reinforce with 500 mil of seamless composite.

4. Install new storm collar. Weld or install stainless steel draw brand and caulk. 187
R. Pitch Pockets:

1. Place the pitch pocket over the penetration and prime all flanges.

2. Apply strips of self-adhering membrane around all sides of pitch pocket, extending 6 inches (152 mm) onto the field of the roof.

3. Fill pitch pocket halfway with non-shrink grout.

4. Encapsulate entire pitch pocket with 500 mil of seamless composite.

5. Caulk joint between roof system and pitch pocket with roof cement.

6. Place a water shedding bonnet over the top of the pitch pocket, clamp the top with a draw- band, and apply sealant.

S. Pipe Supports: Install supports in accordance with Manufacturers’ guidelines. Traffic pads must be installed under pipe supports and fasteners must not penetrate the roofing membrane.

1. All pipes 2 inches (51mm) in diameter or less may be supported with poly mer pipe supports spaced no greater than 8 feet (2438mm) on center.

2. All pipes over 2 inches (51mm) in diameter must be supported with movable pipe hangers or other support system approved by the roofing system Manufacturer.

T. Moisture Vents: Install 1 way aluminum moisture vents every 1000 sq ft. Apply 500 mils of seam - less composite to the aluminum flange such that the seamless composite seals a minimum of 3 inches (76mm) to forms a solid continuous seal.

U. Sloped Roof Transitions: Remove roofing material extending a minimum of 24 inches (610mm) onto steep-slope roofs.

1. Install self-adhesive membrane, extending 12 inches(304mm) onto low slope roof and 24 inches (609mm) onto steep slope roof.

2. Reinforce with 500 mil of seamless composite.

3. Install steep slope roofing material in accordance with Roofing Manufacturer’s recommenda - tions and requirements.

SPECIFIER: Composite roofing may be applied in two passes of half the wet recommended thickness if necessary due to weather or new construction phasing.

3.6 FIELD MEMBRANE INSTALLATION

A. Apply one layer of the composite roofing at the following ratio:

1. Asphalt Emulsion (undiluted): 30 gal. per 100 square feet (12.2 l/m2).

2. Fiberglass Reinforcement: 16 lb. per 100 square feet (0.78 Kg/m2).

B. In accordance with the roofing system manufacturer’s flashing details, apply seamless composite to the entire roof surface, terminating at the following locations:
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1. Tops of base flashings and curbs

2. Outside edges of perimeter metal flashings.

3. Outside edges of walls.

4. Insides of drain bowls.

C. No water or other material may be added to the emulsion to thin or extend pot life.

D. Fiberglass must be disbursed from the applicator in varying intertwined lengths, up to 24 inches (610mm).

E. Thoroughly mix fiberglass and emulsion prior to application on roof deck.

F. Any loose strands must be brushed by hand, removed or filled -in with emulsion to create a solid surface.

G. Upon completion, no area may be less than 330 mil dry film thickness (DFT).

H. Areas such as base flashings and penetrations, where application exceeds 500 mils wet, must be brushed by hand to prevent surface crazing.

1. Where required due to phasing or weather conditions, composite roofing may be applied in two passes of half the recommended wet mil thickness.

3.7 REFLECTIVE COATING INSTALLATION

A. Prior to reflective coating application, wash the roof surface with water. Do not commence appli- cation until the system has thoroughly dried, as registered by a reading of zero with a calibrated moisture meter.

B. Apply specified roof coating to the entire roof surface at a minimum of 1 1/2 gal. per 100 square feet (0.6 L/m2) in each of two passes to total 3 gallons per 100 square feet. (1.2 L/m2). Back rolling is recommended to ensure even coverage throughout.

SPECIFIER: Delete if Rooftop Ducts are not specified for coating.

3.8 ROOFTOP DUCT ENCAPSULATION

A. Rooftop sheet metal ducts may be encapsulated with the rooftop composite membrane system specified in this section, installed at 250 mil DFT.

B. Install on top and sides of sheet metal ductwork. Do not apply membrane to the underside of ductwork, on or above mechanical units or on flexible bellows.

SPECIFIER: Delete if Walkways are not specified.

3.9 WALKWAY APPLICATION
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A. Walkway Pads:

1. Install walkway pads using units of size indicated on contract drawings.

2. Where not expressly specified, install manufacturer’s recommended size for the location and anticipated traffic volume.

3. Install walkway pads with a cold adhesive compatible with the membrane specified.

B. Embedded Granule Traffic Surfacing:

1. Immediately following the application of the field, mineral granules may be broadcast into the wet acrylic membrane in areas where traffic is likely to occur. Backroll granules with a suitable roller immediately.

2. Apply granules at a rate of 20 Lbs (9 kg) per 100 square feet.

3.10 FINAL ROOF INSPECTION

A. At completion of roofing installation and associated Work, schedule a conference to include the Architect, Contractor, roof membrane installer, installers of associated work, roofing system Manu - facturers’ representative and others directly concerned with performance of roofing system.

B. Perform a site walk of roof surface, inspecting perimeter edges and flashings. Identify all items requiring correction or completion and furnish copy of list to each party in attendance.

C. Should roof core testing verify the presence of damp or wet materials, it is the responsibility of the installer to replace the damaged areas at their expense.

D. The repair or replacement of defective work found during inspection is required to produce an installation that is free of damage and deterioration at time of Substantial Completion and is re- quired to execute the Manufacturer’s warranty.

E. Notify Architect upon completion of corrections.

F. Upon a successful final inspection, the contractor will provide an executed copy of the Manufactur - er’s warranty and written acceptance of the installation.

3.11 PROTECTION

A. Prior to allowing any traffic on newly installed roof membrane, authorization in writing must be obtained from the roof system Manufacturer.

B. Provide traffic ways, and erect barriers, fences, guards, rails, enclosures, chutes, and other mea - sures to protect personnel, roofs and structures, vehicles and utilities.

C. Protect roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roof for deterioration and damage. Where any defects or damage are identified describe their nature and extent in a written 190
report, with copies to architect and owner.

D. Protect exposed surfaces of finished walls with tarps to prevent damage.

E. Plywood required for material movement and traffic over existing roofs must be a nominal 5/8 inch (16 mm) thick or greater.

3.12 CLEANING

A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles, and other debris resulting from these operations.

B. Remove coating markings from finished surfaces.

C. Repair or replace defaced or disfigured finishes caused by Work of this section.

D. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION
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SECTION 4 - AGREEMENT

PROJECT AGREEMENT

THIS AGREEMENT is made this ___ day of ______________, 2025, by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY"), and C.I. Services, Inc. , hereinafter referred to as ("CONTRACTOR").

RECITALS:

The following recitals are a substantive part of this Agreement:

This Agreement is entered into pursuant to Garden Grove COUNCIL AUTHORIZATION, DATED ____________________.

CITY desires to utilize the services of CONTRACTOR to Furnish All Labor, Material and Equipment for the Garden Grove City Hall Roof Project located at 11222 Acacia Parkway, Garden Grove CA, per the bid specifications and IFB S-1354.

CONTRACTOR is qualified by virtue of experience, training, education, and expertise to accomplish services.

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

4.0 Compensation. CONTRACTOR shall be compensated as follows: Compensation under this agreement shall be a Not to exceed (NTE) amount of Three Hundred Seventy Four Thousand Seven Hundred Sixty Six Dollars ($374,766.00), payable in arrears and in accordance with Scope of Work/ Bid Proposal (Attachment B), which is attached and is hereby incorporated by reference.

Payment for work under this Agreement shall be made per invoice or request for work completed subject to Section 4.11 hereof. All work shall be in accordance with Bid No. S-1354.

4.1 General Conditions. CONTRACTOR certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed have been thoroughly reviewed, and enters into this Contract based upon CONTRACTOR'S investigation of all such matters and is in no way relying upon any opinions or representations of CITY. It is agreed that this Contract represents the entire agreement. It is further agreed that the Contra ct Documents including the Notice Inviting Bids, Special Instructions to Bidders, if any, Plans and Specifications, and Contractor's Proposal, are incorporated in this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate 192
in any part or in any way, directly or indirectly, to the work covered by this Contract.

4.2 Materials and Labor . CONTRACTOR shall furnish, under the conditions expressed in the Plans and Specifications, at CONTRACTOR'S own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by the CITY, to complete the project, in good workmanlike and substantial order. If CONTRACTOR fails to pay for labor or materials when due, CITY may settle such claims by making demand upon the surety to this Agreement. In the event of the failure of refusal of the surety to satisfy said claims, CITY may settle them directly and deduct the amount of payments from the Contract price and any amounts due to CONTRACTOR. In the event CITY receives a stop notice from any laborer or material supplier alleging non-payment by CONTRACTOR, CITY shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees.

4.3 Project. The PROJECT is described as enclosed are the necessary specifications and related documents to submit a bid to Furnish All Labor, Material and Equipment for the Garden Grove City Hall Roof Project located at 11222 Acacia Parkway, Garden Grove CA, per the bid specifications.

4.4 Plans and Specifications. The work to be done is described in a set of detailed Plans and Specifications for: Enclosed are the necessary specifications and related documents to submit a bid Furnish All Labor, Material and Equipment for the Garden Grove City Hall Roof Project located at 11222 Acacia Parkway, Garden Grove CA, per the bid specifications.

4.5 Time of Commencement and Completion. The term of this agreement shall be from full execution of the agreement through completion of the project.

Contractor has thirty (30) working days to complete the work but this may be extended with prior approval in writing from the project m anager only. This agreement may be terminated by the CITY without cause. CONTRACTOR agrees 193
to commence the Project within TEN (10) calendar days from the date set forth in the "Notice to Proceed".

4.6 Time is of the Essence. Time is of the essence of this Contract. As required by the Contract Documents, CONTRACTOR shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of CONTRACTOR'S work in conformance with an approved construction progress schedule. CONTRACTOR shall coordinate the work covered by this Contract with that of all other contractors, subcontractors and of the CITY, in a manner that will facilitate the efficient completion of the entire work in accordance with Section 4.5 herein. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time or order in which the various portions of the work shall be installed or the priority of the work of other subcontractors, and, in general, all matters representing the timely and orderly conduct of the work of CONTRACTOR on the premises.

4.7 Excusable Delays . CONTRACTOR shall be excused for any delay in the prosecution or completion of the Project cau sed by acts of God; inclement weather; damages caused by fire or other casualty for which CONTRACTOR is not responsible; and act, neglect or default of CITY; failure of CITY to make timely payments to CONTRACTOR; late delivery of materials required by this CONTRACT to be furnished by CITY; combined action of the workers in no way caused by or resulting from default or collusion on the part of CONTRACTOR; a lockout by CITY; or any other delays unforeseen by CONTRACTOR and beyond CONTRACTOR'S reasonable control.

City shall extend the time fixed in Section 4.5 herein for completion of the Project by the number of days CONTRACTOR has thus been delayed, provided that CONTRACTOR presents a written request to CITY for such time extension within fifteen (15) days of the commencement of such delay and CITY finds that the delay is justified. CITY'S decision will be conclusive on the parties to this Contract.

Failure to file such request within the time allowed shall be deemed a waiver of the claim by CONTRACTOR.

4.8 Extra Work. The Contract price includes compensation for all work performed by CONTRACTOR, unless CONTRACTOR obtains a written change order signed by a designated representative of CITY specifying the exact nature of the extra work 194
and the amount of extra compensation to be paid all as more particularly set forth in Section 4.9 hereof. CITY shall extend the time fixed in Section 4.5 for completion of the Project by the number of d ays reasonably required for CONTRACTOR to perform the extra work, as determined by CITY'S Engineer. The decision of the Engineer shall be final.

4.9 Changes in Project.

The CITY may extend the 30-day period. CONTRACTOR may include the 195
statement of claim in the notice under paragraph (4.9.2) of this Section

4.9. 4.9.6 No claim by CONTRACTOR for an equitable adjustment shall be allowed if made after final payment under this Agreement.

4.9.7 CONTRACTOR hereby agrees to make any and all changes, furnish the materials and perform the work that CITY may require without nullifying this Contract. CONTRACTOR shall adhere strictly to the Plans and Specifications unless a change therefrom is authorized in writing by the CITY. Under no condition shall CONTRACTOR make any changes to the Project, either in additions or deduction, without the written order of the CITY and the CITY shall not p ay for any extra charges made by CONTRACTOR that have not been agreed upon in advance in writing by the CITY. CONTRACTOR shall submit immediately to the CITY written copies of its firm's cost or credit proposal for change in the work.

Disputed work shall be performed as ordered in writing by the CITY and the proper cost or credit breakdowns therefor shall be submitted without delay by CONTRACTOR to CITY.

4.11 Contract Price and Method of Payment . CITY agrees to pay an d the CONTRACTOR agrees to accept as full consideration for the faithful performance of this Contract, subject to any subsequent additions or deductions as provided in approved change orders, the sum as itemized in the bid proposal. Progress payments shall be made to the CONTRACTOR per month for each successive month as the work progresses. The CONTRACTOR shall be paid such sum as will bring the total payments received since the commencement of the work up to ninety five percent (95%) of the value of the work completed, less all previous payments, provided that the CONTRACTOR submits the request for payment prior to the end of the day required to meet the payment schedule. The CITY will retain five percent (5%) of the amount of each such progress estimate and material cost until 30 days after the recordation of the Notice of Completion.

Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the CITY'S Engineer, stating that the work for which payment is demanded has been performed in accordance with 196
the terms of the Contract. Partial payments of the Contract price shall not be considered as an acceptance of any part of the work.

4.12 Substitution of Securities in Lieu of Retention of Funds . Pursuant to California Public Contract Code Section 22300, the CONTRACTOR will be entitled to post approved securities with the CITY or an approved financial institution in order to have the CITY release funds retained by the CITY to ensur e performance of the Contract. CONTRACTOR shall be required to execute an addendum to this Contract together with escrow instructions and any other documents in order to effect this substitution.

4.13 Completion. CITY may require affidavits or certificates of payment and/ or releases from any subcontractor, laborer or material supplier in connection with Stop Notices, which have been filed under the provisions of the statutes of the State of California.

4.14 Contractor's Employee Compensation.

4.14.1 General Prevailing Rate. CITY has ascertained CONTRACTOR shall comply with all applicable requirements of Division 2, Part 7, Chapter 1 of the California Labor Code and all applicable federal requirements respecting the payment of prevailing wages. If there is a difference between th e minimum wage rates predetermined by the Secretary of Labor and the prevailing wage rates determined by the Director of the Department of Industrial Relations (DIR) for similar classifications of labor, the CONTRACTOR and its Subcontractors shall pay not less than the higher wage rate. The DIR will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal Wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the CONTRACTOR and Subcontractors, the CONTRACTOR and its Subcontractors shall pay not less than the Federal Minimum wage rate which most closely approximates the duties of the employees in question.

4.14.2 Forfeiture for Violation. CONTRACTOR shall, as a penalty to the CITY, forfeit one hundred dollars ($100.00) for each calendar day or porti on thereof for each worker paid (either by the CONTRACTOR or any subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California.

4.14.3 Apprentices. Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, regarding the employment of app rentices is applicable to this Contract and the CONTRACTOR shall comply therewith; 197
provided, however, that this requirement shall not apply if and/or to the extent that the Contract of the general CONTRACTOR, or the contracts of specialty contractors not b idding for work through a general or prime contractor involves less than thirty thousand dollars ($30,000.00).

CONTRACTOR shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by CONTRACTOR in connection with the Project.

4.14.5 Record of Wages: Inspection . CONTRACTOR agrees to 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 or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. The applicable CONTRACTOR or subcontractor or its agent having authority over such matters shall certify all payroll records as accurate.

CONTRACTOR further agrees that its payroll records and those of its subcontractors shall be available to the employee or employee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the provisions of Labor Code Section 1776, in general. CONTRACTOR shall comply with all of the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3).

4.14.6 CONTRACTOR REGISTRAT ION; MAINTENANCE OF PAYROLL RECORDS; JOB SITE POSTING

4.14.6.2 Payroll Records. CONTRACTOR shall maintain
accurate payroll records and shall comply with all of the 198
provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to
Labor Code section 1771.4(a)(3).

4.16 Insurance.

4.16.2 CONTRACTOR and all subcontractors will carry and provide Workers' Compensation insurance for the protection of its employees during the progress of the work and provide Employers Liability in an amount not less than $1,000,000. The insurer shall waive its rights of subrogation against the CITY, its officers, agents and employees and shall issue a certificate to the policy evidencing same.

4.16.3 For any claims related to this Agreement, CONTRACTOR’S insurance coverage shall be primary insurance as respects CITY, its officers, officials, employees, agents, and volunteers. Any insurance or self - insurance maintained by the CITY, its officers, officials, employees, agents, or volunteers shall by excess of the CONTRACTOR’S insurance and shall not contribute with it.

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4.16.4 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish certificates of insuran ce and endorsements evidencing the foregoing insurance coverage and such certificates of insurance and endorsements shall provide the name and policy number of each carrier and that the insurance is in force and will not be cancelled without 30 days written notice to the CITY. CONTRACTOR shall maintain all of the foregoing insurance in force until the work under this contract is satisfactorily and fully completed to the satisfaction of the CITY. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of CITY by Contractor under Section 4.17 of this Contract. Notwithstanding nor diminishing the obligations of CONTRACTOR with respect to the foregoing, CONTRACTOR shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company having a Best's Guide Rate of A-, Class VII or better (claims made and modified occurrence policies are not acceptable).

4.16.6 INSURANCE AMOUNTS . CONTRACTOR and all subcontractors shall maintain the following insurance in the amount and type for the duration of this Agreement:

(c) Excess liability, follows form coverage, shall be provided for any underlying policy that does not meet the insurance requirements set forth herein.( claims made and modified occurrence
policies are not acceptable) Insurance companies must be 200
acceptable to CITY and have a Best’s Guide Rating of A-Class VII or better, as approved by the CITY.

An Additional Insured Endorsement, ongoing and products - completed operations, for the policy under section 4.16.6 (a) shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom perm its will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for liability arising out of work or operations performed by or on behalf of the CONTRACTOR.

CONTRACTOR shall provide to CITY proof of insurance and endorsement forms that conform to city’s requirements, as approved by the CITY.

An Additional Insured Endorsement for the policy under section 4.16.6 (b) shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for automobiles owned, leased, hired, or borrowed by the CONTRACTOR. CONTR ACTOR shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

In the event any of CONTRACTOR’S underlying policies do not meet policy limits within the insurance requirements, CONTRACTO R shall provide coverage under the excess liability policy in 4.16.6 (c). Policy must be a follows form excess/umbrella policy. CONTRACTOR shall provide the schedule of underlying polices for an excess liability policy, state that the excess policy follo ws form on the insurance certificate, and provide an additional insured endorsement for the excess liability policy designating CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds.

If CONTRACTOR maintains higher insurance limits than the minimums shown above, CONTRACTOR shall provide coverage for the higher insurance limits otherwise maintained by the CONTRACTOR. 201

4.17 Risk and Indemnification. All work covered by this Contract done at the site of the Project or in preparing or delivering materials to the site shall be at the risk of CONTRACTOR alone. CONTRACTOR agrees to save, indemnify and keep CITY, its Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their directors, Officers, Agents and Employees harmless against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (CONTRACTOR'S employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by CONTRACTOR, save and except claims or litigation arising through the active negligence or sole willful misconduct of CITY and will make good to reimburse CITY for any expenditures, including reasonable attorneys' fees CITY may incur by reason of such matters, and if requested by CITY, will defend any such suits at the sole cost and expense of CONTRACTOR.

4.18 Termination.

Termination of contract shall conform to Section 8-1.11 of the State of California, Department of Transportation Standard Specifications.

4.18.4 Upon termination under paragraphs (4.18.1) and (4.18.2) above, the CITY may take over the work and may award another party an agreement to complete the work under this Contract.
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4.19 Warranty. The CONTRACTOR agrees to perform all work under this Contract in accordance with the CITY'S designs, drawings and specifications.

The performance bond shall remain in full force and effect through the guarantee period.

To CITY: City of Garden Grove
City Attorney
11222 Acacia Parkway
Garden Grove, California 92840

To CONTRACTOR: C.I. Services, Inc.

Attention: Andrew Wolstan, President
1145 E. Stanford Court
Anaheim, CA 92805

\ \ \ \

(Agreement Signature Block on Next Page)

203

IN WITNESS THEREOF, these parties have executed this Project Agreement on the day and year shown below.

Date:________________________ "CITY”

CITY OF GARDEN GROVE

By: __________________________
City Manager

ATTEST:

_____________________________
City Clerk

Date:_________________________
"CONTRACTOR"

XXXXXXXXXXXXXXXXXXX

Contractor's State Lic. No._________

Expiration Date: ________________

By: __________________________

Title: _________________________

Date: _________________________

Tax ID No. _____________________

DIR Registration No.______________

If CONTRACTOR is a corporation, a
Corporate Resolution and/or Corporate
Seal is required. If a partnership,
Statement of Partnership must be
submitted to the CITY.

APPROVED AS TO FORM:

_____________________________
Garden Grove City Attorney

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ATTACHMENT “A”
IFB S-1354

SCOPE OF WORK/BID SPECIFICATIONS

Furnish All Labor, Material and Equipment for the Garden Grove City Hall Roof Project located at 11222 Acacia Parkway, Garden Grove CA, per the bid specifications.

Project Location : Garden Grove City Hall is located at 11222 Acacia Parkway, Garden Grove, CA, 92840.

Time Frame to Complete the Job:

Thirty (30) Working Days but this may be extended with prior approval in writing from the City’s project manager only.

Contractor’s Responsibilities:

Contractor must pull permits. There is no cost to the Contractor for the permits.

Alternate/Proposed Equals: The bidder shall note in his submittal any and all “alternatives” or “proposed equals” that it proposes to use in lieu of any named or designated material, product or thing that is named in the specifications and followed by the words “or equal.” In the event there are “alternatives” or “proposed equals”, the bidder shall specifically itemize them in his bid under a heading entitled “Proposed Equals”. Failure to do so shall render the bidder’s bid non-responsive. In addition, if any “alternatives’ or “proposed equals” are proposed by the bidder, the bidder must submit a request for substitution of proposed equal to the City within ten (10) working days of the bid closing date. This request shall include any and all appropriate data substantiating that the proposed item is “equal” to the item listed in the specifications. Failure to submit said request within the required timeframe shall be cause for its immediate rejection by the City. The City shall review the bidder’s submission and shall render
a decision no later than five (5) business days before the bid closing date. The bidder shall be notified in writing of the City’s decision. The City reserves the right to reject any and all bids that do not meet the bid requirements and/or those bids submitted with “alternatives” or “proposed equals” that have not been previously approved by the City. All requests for substitution or proposed equals shall be submitted via email to [email protected].

License Requirement:

Provide proof of valid California State Contractors License required C39 Roofing Contractors license that is in good standing.

205
Prevailing Wages:

Registration with the DIR (Department of Industrial Relations):

Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work, must be registered with the Department of Industrial Relations. No Bid will be accepted nor any contract entered into without proof of contractor and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

Provide proof of current registration with the Department of Industrial Relations along with Registration Numbers for the General Contractor and all Sub-Contractors listed.

Bidders must be registered with the DIR at the time their bid is submitted or the bid will not be accepted and considered non-responsive.

Schedule of Values: In addition, contractors must submit a schedule of values in their bid package, which shows the cost breakdown of materials, labor, sales tax and all related costs in the final bid amount.

206

IFB S-1354
ATTACHMENT “A”

BID SPECIFICATIONS CONTINUED

Furnish All Labor, Material and Equipment for the Garden Grove City Hall Roof Project located at 11222 Acacia Parkway, Garden Grove

207

Garden Grove City CouncilFebruary 25, 2025

Garden Grove City Council
February 25, 2025