Garden Grove City Council
September 9, 2025

Uber Inc. dba
Riflegear
L.C. Action
Police Supply
ProForce
Marketing, Inc.

Gun World Botach Inc. Clyde
Armory
$86,668.31 $94,544.42 $98,304.83 $99,169.13 $99,288.75 $100,584.89

FINANCIAL IMPACT

Funding for the purchase of the Benelli shotguns is included in the Department’s Fiscal Year 2025-26 operating budget (Fund 202); there will be no impact to the General Fund.

RECOMMENDATION

It is recommended that the City Council:
 Authorize the Finance Director, or designee, to issue a purchase order in the amount of $86,668.31 to Uber Inc. dba Riflegear, for the purchase and delivery of 55 Benelli shotguns.

ATTACHMENT(S)

1. Pricing Sheet - Benelli Shotguns IFB No. S-1379 - Uber Inc, dba Riflegear

155
Benelli Shotguns
Bid No. S-1379
13 PART IV
IFB No. S-1379

Provide Benelli Shotguns per the bid specifications

"ATTACHMENT A"

BID FORM
I. PRICING

ITEM QTY UNIT DESCRIPTION
UNIT
PRICE

EXTENDED
PRICE
1 55 EA
Benelli Shotgun M4 LE Model per
the bid specifications $ $

SALES TAX 8.75% $
Sub Total $

*Terms/Cash Discount

TOTAL BID AMOUNT $

(Price to include all applicable taxes)

*Note: Terms of less than Net 20 days will NOT be accepted by the City.

PRICING IS TO BE ENTERED DIRECTLY INTO THE LINE ITEM SECTION ON THE CITY’S PLANET BIDS PORTAL ONLY! PARTIAL BIDS WILL NOT BE ACCEPTED FOR ANY REASON. HANDWRITTEN BIDS WILL NOT BE ACCEPTED FOR ANY REASON.

The City reserves the right to reduce th e above quantity of Benelli shotguns based on availability of budgeted funds.
86,668.31
86,668.31
79,695.001,449.00
6,973.31
Net 30
156
Benelli Shotguns
Bid No. S-1379
14 IFB NO. S-1379
"ATTACHMENT A"

BID FORM CONTINUED

Company Name___________________________________

Company Representative’s Name (Printed) ________________________

Company Representative Phone Number __________________________

Company Representative Email Address ___________________________

II. PART NUMBER OFFERED

Bidders are to state Manufacture’s Part Number offered:

BENELLI MFG. Part #____________________________________________

III. DELIVERY PERIOD

Bidders are to state delivery period after notice to proceed:

Item No. 1 – Calendar days ______________ after receipt of order.

IV. OPTION
The CITY may, at its sole discretion, elect to exercise an option for additional shotguns up to one (1) year after delivery and acceptance of the original shotguns provided the contractor agrees to furnish the shotguns at the original bid price or lower.

UBER INC DBA Riflegear
Eiko Christian
714-915-5221
[email protected]
11714
120 days
157
Benelli Shotguns
Bid No. S-1379
15 Section 1
IFB NO. S-1379
BIDDER'S STATEMENT:

OUR OFFER IS AFFIRMED HERE TO. It is understood that your specifications and conditions set forth on bid sheets form part of our offer. We certify the prices offered are valid for the total contract or any portion thereof.

We specifically agree to keep this offer open for 120 days.

The Bidder acknowledges receipt of amendments to the Solicitation and related documents numbered and dated:

Addendum No. Date
_________________________ ____________________________
_________________________ ____________________________
_________________________ ____________________________
FIRM NAME: _____________________________________

ADDRESS: ________________________
________________________
BY: ____________________________________
Type or Print Name
SIGNED BY: _____________________________
TITLE: _________________________________
TELEPHONE: ( ) ______-_________
FAX NO ( ) ______-_________ E-Mail: ______________ @________________

READ CAREFULLY ALL PARAGRAPHS - SIGN AND RETURN COPY WITH YOUR BID 18065 Mount Shay St
Fountain Valley CA 92708
Eiko Christian
CFO
714 915 5221
949 435 7907 eiko riflegear.com
_________________
UBER INC DBA Riflegear
158
Benelli Shotguns
Bid No. S-1379
16 Bid No. S-1379

Section 2

COOPERATIVE PURCHASING AMONG GOVERNMENT AGENCIES

The successful contractor based on this bid, is hereby requested to extend the same prices, terms and conditions of this bid to other government agencies, contingent upon mutual agreement of these other government agencies and the successful contractor.

Should such agreements materialize, contracts would be issued and administered by each individual government agency, directly with the successful contractor.

Bidder is requested to indicate if a contract based on this bid, will be extended to other government agencies under the terms described above:

PLEASE CHECK ONLY ONE: YES _____ NO ______.

159
Item 315/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

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

City Manager Dept: Public Works
Date: 9/9/2025

Subject: Authorization for the issuance of a purchase order to South Coast Bobcat for the purchase of twelve (12) new small trailers for the Public Works Department. (Cost: $217,208.56)(Action Item)

OBJECTIVE

To secure City Council authorization to purchase twelve (12) new small trailers for the Public Works Department through the Sourcewell competitive bid program, Contract #092922-FTS.

BACKGROUND

The Public Works Department has twelve (12) small trailers that currently meet the City’s guidelines for replacement and were approved through the Fiscal Year 2025-26 budget process. The equipment being replaced are a mixture of tilt, open, and dump trailers used by the Public Works Departments Streets Section, Parks Section, and Water Division. Experience has shown that the City’s buying power is enhanced through joining with other public agencies to purchase fleet vehicles and equipment.

DISCUSSION

Sourcewell nationally solicits, evaluates and awards contracts through a competitive bid process. As a member of Sourcewell, the City is able to utilize bid awards for equipment purchases, per Muncipal Code 2.50.060 (E). Staff recommends piggybacking on the res ults of a recent Sourcewell competitive bid program, Contract #092922-FTS. The results deemed South Coast Bobcat as the lowest responsive bid.

South Coast Bobcat $217,208.56*

* This price includes all applicable tax and destination charges.

FINANCIAL IMPACT

There is no impact to the General Fund. The Fleet Management Fund will cover the cost of $217,208.56 for the replacement. The surplus equipment will be sold at public auction.

160
Item 315/2025

RECOMMENDATION

It is recommended that the City Council:

 Authorize the Finance Director, or designee, to issue a purchase order in the amount of $217,208.56 to South Coast Bobcat for the purchase of twelve (12) new small trailers for the Public Works Department; and  Approve dispensing of the bidding process per Municipal Code 2.50.060 (E) due to the cooperative purchasing option.

By: Steve Sudduth, Equipment Maintenance Supervisor

ATTACHMENT(S)

1. South Coast Bobcat Quote – 3 trailers

2. South Coast Bobcat Quote – 4 trailers

3. South Coast Bobcat Quote – 1 trailer

4. South Coast Bobcat Quote – 1A trailer

5. South Coast Bobcat Quote – 1C trailer

6. South Coast Bobcat Quote – 1D trailer

7. South Coast Bobcat Quote – 1E trailer

161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
Item 308/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Anand Rao
Dept:

City Manager Dept: Information Technology
Date: 9/9/2025

Subject: Award a contract to Saitech Inc. to provide network switch and wireless access point equipment. (Cost: $256,464.58)(Action Item)

OBJECTIVE

For the City Council to award a contract to Saitech Inc. to provide network switch and wireless access point equipment in the amount of $256,464.58.

BACKGROUND

The City is responsible for the purchase of networking equipment for the new public safety facility being developed under the City’s P3 Civic Center Project, and also seeks to replace end-of-life switches at other City locations.

DISCUSSION

A Request for Proposal (RFP S -1374) was advertised on June 18, 2025 for network switch, wireless access points, and supporting services. The requirements for this RFP are to include the procurement for equipment and supporting services. On August 11, 2025, six proposals were received but only five proposals were responsive and met the RFP requirements.

A panel of three staff members evaluated the RFP proposals based on criteria of: Compliance with Technical Specifications (30 points), Vendor Qualifications (30 points), Project Cost (30 points), and Completeness of Response (10 points). Of the five responsive proposals received, Saitech Inc.’s solution best meets all the City’s requirements.

The final proposal scores are as follows:

COMPANY FINAL SCORES
Saitech, Inc. 271
Netsync Network Solutions 267
Data Center Interworks, Inc. 247
EyeP Solutions 233
Golden Star Technology 228
183
Item 308/2025

FINANCIAL IMPACT

The total expenditure for this agreement is $256,464.58 and will be funded by the existing budget for Capital Improvement Project, Civic Center Facilities in Fund 504.

RECOMMENDATION

It is recommended that the City Council:

 Award a three (3) year contract to Saitech, Inc. in the amount of $256,464.58; and,
 Authorize the City Manager , or designee(s), to execute the agreement and make minor amendments or modifications as necessary on behalf of the City.

ATTACHMENT(S)

1. Pricing Tabulation

2. Saitech Proposal Pricing Form

184
Company Name Three Year Pricing
Saitech, Inc. $256,464.58
Netsync Network Solutions $322,505.05
EyeP Solutions, Inc. $357,960.89
Golden Star Technology $414,614.25
Data Center Interworks, Inc. $560,335.39
Integrity IT Solutions-Non-
Responsive $0.00
Company Name Five Year Pricing
Saitech, Inc. $322,310.00
Netsync Network Solutions $353,894.45
EyeP Solutions, Inc. $436,994.97
Golden Star Technology $487,772.84
Global Solutions Group, Inc. $653,849.28
Integrity IT Solutions-Non-
Responsive $0.00
RFP S-1374
Provide Network Switch and Wireless Access Point Equipment 185
30 RFP S-1374
Attachment “B”
Proposal Pricing Form
Provide Network Switch and Wireless Access Point Equipment This for
m is intended as a quick reference for the City to evaluate the cost for the entirety of the Firewall Solution proposed. All lines must be completed or the proposal may be deemed as non-responsive.

Description 3-year pricing
Startup and 1st year costs
Notes:
$
Annual fixed costs (maintenance, subscription, support) Notes:
$
Total Three (3) Year Cost $
Description 5-year pricing
Startup and 1st year costs
Notes:
$
Annual fixed costs (maintenance, subscription, support) Notes:
$
Total Five (5) Year Cost $
Optional Equipment and Services: Add additional lines as needed Description Cost
Network Access Control (NAC) system $
Network segmentation firewall (8 x 10 Gbps physical ports, HA or redundant pair)
$
Provision for additional access switch or WAP purchases within 12 months
$
Total Cost $
NOTE: Pricing Option for both the Three (3) AND the Five (5) Year Options must be included in the proposal pricing or the proposal will be deemed as non-responsive. Both pricing options must be inclusive of all costs associated with the project.

The City reserves the right to select the pricing option of its choice which may be based on available funds in the City’s current budget or that which best fits the City. 256,464.58
322,310.00
30,000.00
15,000.00

0.00 0.00

0.00 256,464.58
322,310.00
45,000.00
186
Item 314/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Patricia Song
Dept:

City Manager Dept: Finance
Date: 9/9/2025

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. 06252025

2. 07012025

3. 07022025

4. 07092025

5. 07162025

6. 07232025

187
City of Garden Grove Certificate of Warrants Register Dates: 06/25/2025This is to certify the demands covered Wires 2913 through 2955, EFT numbers 00068145 through 00068204, and check numbers 00702463 through 00702569 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 FiFFFFFFFFDit
188
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 1AP - Checking AccountCheck Vendor # Vendor NameIssue DateCheck Amount00002913 V01478 ANAHEIM ORANGE COUNTY 06/25/2025 $140,268.6000002914 V01539 DELTA DENTAL OF CALIFO 06/25/2025 $19,273.9000002915 V01539 DELTA DENTAL OF CALIFO 06/25/2025 $2,816.5800002916 V02261 GARDEN GROVE MXD, INC 06/25/2025 $338,640.9800002917 V00686 FRONTIER COMMUNICATION 06/25/2025 $1,776.6500002918 V00789 SO CALIF EDISON CO 06/25/2025 $17,013.7800002919 V00789 SO CALIF EDISON CO 06/25/2025 $110,833.7000002920 V00789 SO CALIF EDISON CO 06/25/2025 $37,618.1200002921 V00789 SO CALIF EDISON CO 06/25/2025 $113.5300002922 V00789 SO CALIF EDISON CO 06/25/2025 $354.6400002923 V00789 SO CALIF EDISON CO 06/25/2025 $150,834.9300002924 V00789 SO CALIF EDISON CO 06/25/2025 $12,700.3300002925 V00789 SO CALIF EDISON CO 06/25/2025 $16.0400002926 V02724 DEPARTMENT OF THE TREA 06/25/2025 $423,128.3800002927 V01375 EMPLOYMENT DEVELOPMENT 06/25/2025 $135,030.6200002928 V02725 EMPOWER RETIREMENT, LL 06/25/2025 $136,272.6200002929 V02152 EXPERT PAY CHILD SUPPO 06/25/2025 $1,746.6800002930 V02724 DEPARTMENT OF THE TREA 06/25/2025 $361,073.8000002931 V01375 EMPLOYMENT DEVELOPMENT 06/25/2025 $115,072.7600002932 V02725 EMPOWER RETIREMENT, LL 06/25/2025 $135,989.5700002933 V02152 EXPERT PAY CHILD SUPPO 06/25/2025 $1,746.6800002934 V00789 SO CALIF EDISON CO 06/25/2025 $7,435.8300002935 V00789 SO CALIF EDISON CO 06/25/2025 $80.8000002936 V00789 SO CALIF EDISON CO 06/25/2025 $202.5200002937 V00789 SO CALIF EDISON CO 06/25/2025 $88.7500002938 V00789 SO CALIF EDISON CO 06/25/2025 $19.6700002939 V00789 SO CALIF EDISON CO 06/25/2025 $15.6200002940 V00789 SO CALIF EDISON CO 06/25/2025 $1,225.4000002941 V00792 SO CALIF GAS CO 06/25/2025 $16,074.9400002942 V00792 SO CALIF GAS CO 06/25/2025 $787.1300002943 V00819 VERIZON WIRELESS-LA 06/25/2025 $22,085.3600002944 V00732 THE LINCOLN NATIONAL L 06/25/2025 $8,600.9500002945 V00541 MUNICIPAL WATER DISTRI 06/25/2025 $331,217.63Server Name: cognos.ggcity.org User Name: rmay 189
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 2Check Vendor # Vendor NameIssue DateCheck Amount00002946 V01596 PUBLIC EMPLOYEES' RETI 06/25/2025 $613,095.9300002947 V01596 PUBLIC EMPLOYEES' RETI 06/25/2025 $646,403.4100002948 V01596 PUBLIC EMPLOYEES' RETI 06/25/2025 $4,500.0000002949 V01596 PUBLIC EMPLOYEES' RETI 06/25/2025 $20,741.4500002950 V01201 US BANK 06/25/2025 $4,625.0900002951 V02036 US BANK TRUST NA 06/25/2025 $378,884.9200002952 V02036 US BANK TRUST NA 06/25/2025 $956,042.8200002953 V00789 SO CALIF EDISON CO 06/25/2025 $14.5200002954 V00034 HOME DEPOT CREDIT SERVICES 06/25/2025 $20,875.8200002955 PC001325 US BANK VISA CREDIT CARDS 06/25/2025 $59,378.0000068145 V03075 A3 COMMUNICATIONS, INC. 06/25/2025 $500.0000068146 V00410 AAA OIL, INC 06/25/2025 $25,548.4800068147 V00093 ABSOLUTE INTERNATIONAL SECURITY 06/25/2025 $1,158.2000068148 V00631 ADAMSON POLICE PRODUCTS 06/25/2025 $3,231.1600068149 V00585 ADMINSURE 06/25/2025 $16,939.0000068150 V02668 AKESO OCCUPATIONAL HEALTH 06/25/2025 $432.8300068151 V02837 ALLIED UNIVERSAL SECURITY SERVICES 06/25/2025 $73,659.4500068152 V02886 AMERICAN TRUCK & TOOL RENTALS, INC 06/25/2025 $12,578.4300068153 V02922 AMERICAN WATER COLLEGE, LLC 06/25/2025 $259.0000068154 V02328 APPLEONE EMPLOYMENT SERVICES 06/25/2025 $464.2100068155 V00422 ARC DOCUMENT SOLUTIONS, LLC 06/25/2025 $47,865.4100068156 V01034 COMMISSION ON ACCREDITATION FOR LAW ENFORCEMENT AG06/25/2025 $5,630.0000068157 V00259 DTNTECH MARKETING 06/25/2025 $169.6600068158 V01647 FLEETCREW, INC. 06/25/2025 $589.0000068159 V01305 FLEMING ENVIRONMENTAL, INC 06/25/2025 $45,300.0000068160 V00180 GRAFIX SYSTEMS 06/25/2025 $1,472.1100068161 V00243 INDOFF, INC 06/25/2025 $4,470.6000068162 V00716 INTERVAL HOUSE 06/25/2025 $39,008.4500068163 V00415 INTERWEST CONSULTING GROUP, INC 06/25/2025 $843.7500068164 V00531 IRV SEAVER MOTORCYCLES 06/25/2025 $17,974.8300068165 V03618 ITERIS INC. 06/25/2025 $86,675.6100068166 V00283 JIG CONSULTANTS 06/25/2025 $17,294.0000068167 V03411 KNIGHT TECHNOLOGY GROUP LLC 06/25/2025 $520.99Server Name: cognos.ggcity.org User Name: rmay 190
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 3Check Vendor # Vendor NameIssue DateCheck Amount00068168 V00356 LA OPINION, LA OPINION NEWSPAPER 06/25/2025 $2,275.6000068169 V01817 LSA ASSOCIATES, INC 06/25/2025 $767.0900068170 V03727 MERAKAI LLC 06/25/2025 $5,711.4100068171 V03587 MINDCENTRIC INC. 06/25/2025 $2,817.0000068172 V00217 MOTOROLA SOLUTIONS, INC 06/25/2025 $587.2500068173 V00740 NEW PIG CORP 06/25/2025 $5,954.5300068174 V00747 OCEAN BLUE ENVIRONMENTAL SERVICES, INC 06/25/2025 $5,308.7800068175 V03538 OLATHE FORD SALES, INC. 06/25/2025 $180,953.7200068176 V03289 PERFORMA LABS, INC. 06/25/2025 $200.0000068177 V00425 PETDATA 06/25/2025 $1,784.0000068178 V00462 PRO-FORCE MARKETING, INC 06/25/2025 $468.2900068179 V03370 RAFTELIS 06/25/2025 $10,570.0000068180 V00155 RPW SERVICES, INC 06/25/2025 $3,109.3200068181 V03707 RUSH BUSINESS FORMS, INC. 06/25/2025 $1,347.6200068182 V01945 SAFEWAY SIGN COMPANY 06/25/2025 $9,910.1100068183 V03645 SAMIR BOTROS DVM 06/25/2025 $4,050.0000068184 V02904 SCOTT FAZEKAS & ASSOCIATES, INC. 06/25/2025 $550.0000068185 V00222 SCP DISTRIBUTORS, LLC 06/25/2025 $580.1700068186 V03718 SHADOW TECH LLC 06/25/2025 $373.8800068187 V00491 SHIELDS, HARPER & CO. 06/25/2025 $5,995.5700068188 V00250 SIMPSON CHEVROLET OF GG 06/25/2025 $48.6100068189 V03597 SOURCE GRAPHICS 06/25/2025 $1,995.0000068190 V03719 SOUTHERN CALIFORNIA BARRICADES, INC 06/25/2025 $16,000.0000068191 V03672 STAR PRO SECURITY PATROL, INC. 06/25/2025 $1,160.6400068192 V00261 STRICTLY TECHNOLOGY, LLC 06/25/2025 $811.0500068193 V03689 STUDSON INC 06/25/2025 $1,776.4600068194 V02539 THE SOLIS GROUP 06/25/2025 $1,322.5000068195 V03056 TRANSUNION RISK & ALTERNATIVE DATA SOLUTIONS, INC.06/25/2025 $257.0000068196 V00591 U S ARMOR CORP 06/25/2025 $5,111.5100068197 V02748 VCA CODE 06/25/2025 $7,840.0000068198 V03464 VERITONE, INC. 06/25/2025 $10,700.0000068199 V03188 VOLUNTEERS OF AMERICA OF LOS ANGELES 06/25/2025 $326,730.2100068200 V01469 WEST YOST ASSOCIATES, INC. 06/25/2025 $88,393.76Server Name: cognos.ggcity.org User Name: rmay 191
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 4Check Vendor # Vendor NameIssue DateCheck Amount00068201 V03724 INC. WESTAIR GASES & EQUIPMENT 06/25/2025 $225.6500068202 V01474 WEX BANK 06/25/2025 $2,694.5800068203 V03676 ZAGAMI, INC. 06/25/2025 $166,144.4000068204 V03114 FIELDTEK ELECTRIC LLC 06/25/2025 $5,709.3200702463 OTV004020 GUADALUPE AGUILAR HERNANDEZ 06/25/2025 $500.0000702464 V00048 AIS ADVANCED IMAGING STRATEGIES, INC 06/25/2025 $110.9300702465 V00627 AKM CONSULTING ENGINEERS 06/25/2025 $14,351.0000702466 V00635 ALL CITY MANAGEMENT SERVICES, INC 06/25/2025 $3,658.8000702467 V00238 AMERINAT 06/25/2025 $2,160.5300702468 V00640 ANGELUS QUARRIES, INC 06/25/2025 $81.5600702469 V00033 AT&T CORP 06/25/2025 $16,573.9300702470 V00033 AT&T CORP 06/25/2025 $66.1900702471 V00033 AT&T CORP 06/25/2025 $463.1800702472 V00429 BEE REMOVERS 06/25/2025 $290.0000702473 V01512 BROCO, INC 06/25/2025 $2,968.8800702474 OTV004021 KATRINA BRULAND 06/25/2025 $2,200.0000702475 V00655 C WELLS PIPELINE MATERIALS, INC 06/25/2025 $4,692.9800702476 V01864 CAHN MEMBERSHIP 06/25/2025 $640.0000702477 V01350 CARAHSOFT TECHNOLOGY CORPORATION 06/25/2025 $102,571.4900702478 V00554 CARL WARREN & CO 06/25/2025 $3,800.0000702479 V00832 CITY OF WESTMINSTER 06/25/2025 $1,611.0000702480 V00664 CIVILTEC ENGINEERING, INC 06/25/2025 $16,727.5000702481 V00620 COUNTY OF ORANGE 06/25/2025 $6,248.3200702482 V01134 COUNTY OF ORANGE TREAS REV RECOVERY-A/R UNIT 06/25/2025 $5,381.8900702483 V00856 CWEA 06/25/2025 $239.0000702484 V02819 D.S. CUSTOM LINENS, INC. 06/25/2025 $873.1600702485 V03738 MAYRA I DE LA ROSA 06/25/2025 $500.0000702486 V01183 DEPARTMENT OF JUSTICE 06/25/2025 $633.0000702487 V00184 DIAMOND ENVIRONMENTAL SERVICES 06/25/2025 $5,012.7000702488 V00174 ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC 06/25/2025 $20,150.0000702489 V00233 FACTORY MOTOR PARTS CO BIN 139107 06/25/2025 $2,922.0100702490 V00829 FERGUSON ENTERPRISES, INC 1350 06/25/2025 $38,651.9300702491 V00229 FIS ACCOUNTING DEPT 06/25/2025 $80,896.12Server Name: cognos.ggcity.org User Name: rmay 192
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 5Check Vendor # Vendor NameIssue DateCheck Amount00702492 V01207 FLEET SERVICES, INC 06/25/2025 $3,183.6900702493 V00696 GARDEN GROVE UNIFIED SCHOOL DIST 06/25/2025 $500.0000702494 V00707 HACH COMPANY, INC 06/25/2025 $219.7800702495 H00421 VIENNA HANSEL-ASHLEY 06/25/2025 $1,061.0000702496 OTV004023 RITA HERNANDEZ 06/25/2025 $250.0000702497 V00503 HF&H CONSULTANTS, LLC 06/25/2025 $18,312.0000702498 OTV004026 KYANH HOANG 06/25/2025 $594.4000702499 H00355 HOYT REAL ESTATE INC 06/25/2025 $1,921.0000702500 V02447 HUMAN OPTIONS 06/25/2025 $7,954.0700702501 V01296 ICMA ICMA MEMBERSHIP PAYMENTS 06/25/2025 $1,200.0000702502 V00182 INFOSEND, INC 06/25/2025 $21,445.1100702503 H2655 KIM Q LE 06/25/2025 $1,048.0000702504 V02362 LEXIPOL LLC 06/25/2025 $8,487.2000702505 V00736 MC MASTER-CARR SUPPLY CO 06/25/2025 $840.4700702506 V00567 MMASC 06/25/2025 $125.0000702507 V00270 MONTROSE ENVIRONMENTAL SOLUTIONS 06/25/2025 $18,670.0500702508 V01662 MUNICIPAL MAINTENANCE EQUIPMENT, INC 06/25/2025 $1,858.9400702509 V00735 NAN MCKAY & ASSOCIATES, INC 06/25/2025 $1,000.0000702510 V00557 NATIONAL CONSTRUCTION RENTALS 06/25/2025 $104.1000702511 V01209 NWRI/OCWD CHILDREN'S WATER EDUCATION & FESTIVAL 06/25/2025 $6,636.6400702512 V01422 ORANGE COUNTY CLERK-RECORDER'S OFFICE 06/25/2025 $150.0000702513 V00750 ORANGE COUNTY CONSERVATION CORP 06/25/2025 $962.0000702514 V00559 ORANGE COUNTY EMERGENCY PET CLINIC 06/25/2025 $1,905.0000702515 V03639 ORANGE COUNTY NEWS 06/25/2025 $2,425.0000702516 OTV003096 ORANGE COUNTY PROBATION DEPARTMENT 06/25/2025 $2,194.9100702517 V01530 ORANGE COUNTY SANITATION DIST, INC 06/25/2025 $45,996.4200702518 V00563 ORANGE COUNTY STRIPING SERV 06/25/2025 $2,030.6600702519 V00756 PARKHOUSE TIRE, INC 06/25/2025 $2,155.9800702520 V01588 PHAN, DIEM P 06/25/2025 $168.5000702521 OTV002978 SERGIO PIZZARO 06/25/2025 $1,216.4600702522 V01873 PLANNING DIRECTORS ASSOCIATION OF ORANGE COUNTY 06/25/2025 $175.0000702523 V00584 PRES-TECH MANUFACTURERS REPRESENTATIVES, INC. 06/25/2025 $370.00Server Name: cognos.ggcity.org User Name: rmay 193
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 6Check Vendor # Vendor NameIssue DateCheck Amount00702524 V03684 PSOMAS 06/25/2025 $2,517.5000702525 V00171 PVP COMMUNICATIONS 06/25/2025 $2,976.9000702526 V00417 RAMONA, INC 06/25/2025 $347,536.3800702527 V01468 RESOURCE BUILDING MATERIALS 06/25/2025 $141.3800702528 V03065 L.P. REXFORD INDUSTRIAL REALTY 06/25/2025 $55,858.1900702529 V03133 RICOH USA, INC. 06/25/2025 $435.0000702530 V03133 RICOH USA, INC. 06/25/2025 $8,174.8300702531 V03721 SANDOVAL CUSTOM CREATIONS, INC. 06/25/2025 $19,670.0000702532 V00592 SAXE-CLIFFORD, PH D, SUSAN 06/25/2025 $5,245.0000702533 H00635 SC SENIOR APARTMENTS LP 06/25/2025 $2,109.0000702534 V00542 SCHORR METALS, INC 06/25/2025 $21.1700702535 V00784 SHOETERIA 06/25/2025 $1,336.4200702536 V00785 SHRED CONFIDENTIAL, INC 06/25/2025 $89.9500702537 V00788 SOUTH COAST AQMD 06/25/2025 $736.5700702538 V00867 SOUTHWEST SUN SOLAR, INC 06/25/2025 $149.6000702539 V00867 SOUTHWEST SUN SOLAR, INC 06/25/2025 $703.2000702540 V00867 SOUTHWEST SUN SOLAR, INC 06/25/2025 $756.2000702541 V01119 STANDARD INSURANCE CO RAS EXECUTIVE BENEFITS 06/25/2025 $1,849.9100702542 V01199 STANDARD INSURANCE COMPANY 00 643061 0001 06/25/2025 $26,492.9500702543 V00213 STATE INDUSTRIAL PRODUCTS 06/25/2025 $1,757.1800702544 V01616 STERICYCLE, INC 06/25/2025 $654.5100702545 V00570 STRADLING, YOCCA,CARLSON & RAUTH 06/25/2025 $381.0000702546 V00569 SUNNY SLOPE TREE FARM, INC 06/25/2025 $1,446.0100702547 V00475 T-MOBILE USA, INC 06/25/2025 $330.0000702548 V03166 THE ENCHANTED ROSE, LLC 06/25/2025 $237.2800702549 V02203 THE ILLUMINATION FOUNDATION 06/25/2025 $5,878.2500702550 V03629 THE KOREA DAILY 06/25/2025 $2,844.0000702551 V00804 THOMSON REUTERS- WEST 06/25/2025 $2,671.4800702552 V00080 TIN LOCKSMITH, INC 06/25/2025 $85.0000702553 OTV003332 BANG TRAN 06/25/2025 $1,000.0000702554 V00809 TURBO DATA SYSTEMS, INC 06/25/2025 $877.4400702555 V00424 TYLER TECHNOLOGIES, INC 06/25/2025 $379.0600702556 V00811 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 06/25/2025 $688.76Server Name: cognos.ggcity.org User Name: rmay 194
CITY OF GARDEN GROVEGGFEFM001 Warrant RegisterCheck Dates Between Jun 19, 2025 and Jun 30, 2025Bank(s): AP - Checking Account, WT - Checking AccountReport Generated on Aug 6, 2025 4:06:24 PM Page 7Check Vendor # Vendor NameIssue DateCheck Amount00702557 V00814 UNITED PARCEL SERVICE 06/25/2025 $38.5100702558 V00815 UNITED RENTALS NORTHWEST, INC 06/25/2025 $2,874.2100702559 OTV004022 MARY UNTIET 06/25/2025 $75.0000702560 V03376 VACCARO, FRANK 06/25/2025 $1,584.0000702561 V01075 VIET BAO DAILY, INC 06/25/2025 $400.0000702562 OTV004024 VO TEAM CORP 06/25/2025 $250.0000702563 V01634 WATER SOURCE SOLUTIONS, INC 06/25/2025 $728.5700702564 V03722 WESCO GROUP, LLC 06/25/2025 $2,600.0000702565 V01044 WESTERN WATER WORKS 06/25/2025 $8,082.3000702566 V00582 WOODRUFF & SMART, A PROFESSIONAL CORP 06/25/2025 $4,375.8000702567 V01208 YO-FIRE SUPPLIES 06/25/2025 $6,234.5900702568 V00836 ZEP SALES & SERVICE 06/25/2025 $274.0100702569 V03164 MEDIEVAL TIMES USA, INC 06/30/2025 $996.45EFT: 60 $1,282,820.20Check: 150 $6,249,400.49 Total: 210 $7,532,220.69 Server Name: cognos.ggcity.org User Name: rmay
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
Deputy Finance DirectorSamuel Fandrich
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
Item 256/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

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

City Manager Dept: Public Works
Date: 8/12/2025

Subject: Approval of the 2025 Water Public Health Goals Report. (Action Item)

OBJECTIVE

For the City Council to conduct a public hearing to receive comments and approve the City’s 2025 Drinking Water Public Health Goals Report.

BACKGROUND

In 1974, Congress passed the Safe Drinking Water Act (Act) to ensure that municipalities provide safe, clean drinking water. The Act sets the mandatory and enforceable levels of constituents in water known as Maximum Contaminant Levels (MCLs). The range and value of these constituents must be reported to water customers annually in the Water Quality Report. This report is available on the City’s website, as required by the State Water Resources Control Board.

Additionally, California’s Health and Safety Code Section 116470(b) requires a separate Public Health Goal Report - detailing contaminants that exceed the Public Health Goal levels (PHGs) set by the state Office of Environmental Health Hazard Assessment (OEHHA). If there are no exceedances of the PHGs, no report is required. Also, any PHG Report is not required to be sent to residents, however, it must be made available upon request.

DISCUSSION

The City’s water supply continues to be in full compliance with all enforceable standards required by s tate and federal regulatory agencies. PHGs established by the OEHHA and Maximum Contaminant Level Goals (MCLGs) established by the United States Environmental Protection Agency are based solely on public health risk considerations being set at levels where the health risks are very low, or zero. The determinations of health risk at these low levels are frequently theoretical. The purpose of the Public Health Goal Report is to provide information on levels of contaminants even below the enforceable mandato ry MCLs. PHGs and MCLGs are not enforceable.

277
Item 256/2025

Additionally, agencies that operate water systems are required to report any exceeded PHGs or MCLGs to their governing bodies and to hold a public hearing to accept and respond to public comment related to any exceedances. The Public Health Goal Report is only required if a PHG was exceeded on a three (3) year reporting cycle.

For the 2025 Public Health Goal Report, nine (9) contaminants: arsenic, bromate, gross alpha, gross beta, hexavalent chromium, perchlor ate, perfluorooctane sulfonic acid (PFOS), perfluorooctanoic acid (PFOA) and uranium are required to be reported to governing bodies and consumers because they exceed the PHGs although none of the samples exceeded any enforceable regulatory levels.

The City has constructed treatment facilities for PFOS and PFOA at select well sites after results were near or above the updated State response levels adopted in 2019, and additional treatment systems are being planned to meet the new enforceable Maximum Contam inant Levels (MCLs) that will take effect in 2029.The City continues to routinely monitor the other contaminants identified within the Public Health Goals, which remain well below enforceable standards, to ensure no unexpected increases occur for maintaini ng safe drinking water standards.

FINANCIAL IMPACT

There is no financial impact for the City Council to conduct a public hearing to receive comments and approve the City’s 2025 Drinking Water Public Health Goals Report. The City meets or exceeds all enforceable standards required by state and federal regulatory agencies.

RECOMMENDATION

It is recommended that the City Council:
 Conduct a Public Hearing to receive comments for the 2025 Public Health Goals Report; and
 Approve the 2025 Public Health Goals Report as submitted.

By: Cody Nicolae, Water Quality Supervisor

ATTACHMENT(S)

1. Public Health Goal Report 2025

2. Water Quality Report 2025

278

CITY OF GARDEN GROVE 2025 PUBLIC HEALTH GOALS REPORT JUNE 2025 279
City of Garden Grove 1 2025 PHGs Report
2025 Public Health Goals (PHGs) Report City of Garden Grove 1.0 Introduction Under the Calderon-Sher Safe Drinking Water Act of 1996 public water systems in California serving greater than 10,000 service connections must prepare a report containing information on 1) detection of any contaminant in drinking water at a level exceeding a Public Health Goal (PHG), 2) estimate of costs to remove detected contaminants to below the PHG using Best Available Technology (BAT), and 3) health risks for each contaminant exceeding a PHG. This report must be made available to the public every three years. The initial PHGs Report was due on July 1, 1998, and subsequent reports are due every three years thereafter. The 2025 PHGs Report has been prepared to address the requirements set forth in Section 116470 of the California Health and Safety Code. It is based on water quality analyses during calendar years 2022, 2023, and 2024 or, if certain analyses were not performed during those years, the most recent data is used. The 2025 PHGs Report has been designed to be as informative as possible, without unnecessary duplication of information contained in the Consumer Confidence Report (also known as Water Quality Report), which is provided to customers by July 1 of each year. There are no regulations explaining requirements for the preparation of PHGs reports. A workgroup of the Association of California Water Agencies (ACWA) Water Quality Committee has prepared suggested guidelines for water utilities to use in preparing PHGs reports. The ACWA guidelines were used in the preparation of this 2025 PHGs Report. These guidelines include tables of cost estimates for BAT. The State of California (State) provides ACWA with numerical health risks and category of health risk information for contaminants with PHGs. This health risk information is appended to the ACWA guidelines. 2.0 California Drinking Water Regulatory Process California Health and Safety Code Section 116365 requires the State to develop a PHG for every contaminant with a primary drinking water standard or for any contaminant the State is 280
City of Garden Grove 2 2025 PHGs Report
proposing to regulate with a primary drinking water standard. A PHG is the level of a contaminant in drinking water that poses no significant health risk if consumed for a lifetime. The process of establishing a PHG is a risk assessment based strictly on human health considerations. PHGs are recommended targets and are not required to be met by any public water system. The State office designated to develop PHGs is the California Environmental Protection Agency’s Office of Environmental Health Hazard Assessment (OEHHA). The PHG is then forwarded to the State Water Resources Control Board, Division of Drinking Water (DDW) for use in revising or developing a Maximum Contaminant Level (MCL) in drinking water. The MCL is the highest level of a contaminant that is allowed in drinking water. State MCLs cannot be less stringent than federal MCLs and must be as close as is technically and economically feasible to the PHGs. DDW is required to take treatment technologies and cost of compliance into account when setting an MCL. Each MCL is reviewed at least once every five years. Two radiological contaminants (gross alpha particle activity and gross beta particle activity) have MCLs but do not yet have designated PHGs. For these contaminants, the Maximum Contaminant Level Goal (MCLG), the federal U.S. Environmental Protection Agency (USEPA) equivalent of PHGs, is used in the 2025 PHGs Report. 3.0 Identification of Contaminants Section 116470(b)(1) of the Health and Safety Code requires public water systems serving more than 10,000 service connections to identify each contaminant detected in drinking water that exceeded the applicable PHG. Section 116470(f) requires the MCLG to be used for comparison if there is no applicable PHG. The City of Garden Grove (City) water system has approximately 34,644 service connections. The following constituents were detected at one or more locations within the drinking water system at levels that exceeded the applicable PHGs or MCLGs: Arsenic – naturally-occurring in local groundwater. 281
City of Garden Grove 3 2025 PHGs Report
Bromate – formed when naturally-occurring bromide reacts with ozone during the disinfection process in treated surface water purchased from the Metropolitan Water District of Southern California (MWDSC). Gross alpha particle activity (gross alpha) – naturally-occurring in local groundwater and in treated surface water purchased from MWDSC. Gross beta particle activity (gross beta) – naturally-occurring in treated surface water purchased from MWDSC; not required to be tested in local groundwater. Hexavalent Chromium – naturally-occurring in local groundwater. Perchlorate – industrial contamination in local groundwater. Perfluorooctanesulfonic acid (PFOS) – industrial contamination in local groundwater. Perfluorooctanoic acid (PFOA) – industrial contamination in local groundwater. Uranium – naturally-occurring in local groundwater and in treated surface water purchased from MWDSC. The accompanying table shows the applicable PHG or MCLG and MCL for each contaminant identified above. The table includes the maximum, minimum, and average concentrations of each contaminant in drinking water supplied by the City in calendar years 2022 through 2024. 4.0 Numerical Public Health Risks Section 116470(b)(2) of the Health and Safety Code requires disclosure of the numerical public health risk, determined by OEHHA, associated with the MCLs, PHGs and MCLGs. Available numerical health risks developed by OEHHA for the contaminants identified above are shown on the accompany table. Only numerical risks associated with cancer-causing chemicals have been quantified by OEHHA. Arsenic – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people and the risk associated with the MCL is 2.5 excess cases of cancer in 1,000 people exposed over a 70-year lifetime. Bromate – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people and the risk associated with the MCL is 1 excess case of cancer in 10,000 people exposed over a 70-year lifetime. 282
City of Garden Grove 4 2025 PHGs Report
Gross Alpha – OEHHA has not established a PHG. USEPA has established an MCLG of 0. USEPA has determined the risk associated with the MCL is 1 excess case of cancer in 1,000 people exposed over a 70-year lifetime for the most potent alpha emitter. Gross Beta – OEHHA has not established a PHG. USEPA has established an MCLG of 0. USEPA has determined the risk associated with the MCL is 2 excess cases of cancer in 1,000 people exposed over a 70-year lifetime for the most potent beta emitter. Hexavalent Chromium – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people and the risk associated with the MCL is 5 excess cases of cancer in 10,000 people exposed over a 70-year lifetime. Perchlorate – OEHHA has not established a numerical health risk for perchlorate because PHGs for non-carcinogenic chemicals in drinking water are set at a concentration at which no known or anticipated adverse health risks will occur, with an adequate margin of safety. PFOS – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people. There is no California MCL for PFOS; therefore, the risk information associated with the MCL is not available/applicable. PFOA – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people. There is no California MCL for PFOA; therefore, the risk information associated with the MCL is not available/applicable. Uranium – OEHHA has determined the health risk associated with the PHG is 1 excess case of cancer in a million people and the risk associated with the MCL is 5 excess cases of cancer in 100,000 people exposed over a 70-year lifetime. 5.0 Identification of Risk Categories Section 116470(b)(3) of the Health and Safety Code requires identification of the category of risk to public health associated with exposure to the contaminant in drinking water, including a brief, plainly worded description of those terms. The risk categories and definitions for the contaminants identified above are shown on the accompanying table. 283
City of Garden Grove 5 2025 PHGs Report

6.0 Description of Best Available Technology Section 116470(b)(4) of the Health and Safety Code requires a description of the BAT, if any is available on a commercial basis, to remove or reduce the concentrations of the contaminants identified above. The BATs are shown on the accompanying table. 7.0 Costs of Using Best Available Technologies and Intended Actions Section 116470(b)(5) of the Health and Safety Code requires an estimate of the aggregate cost and cost per customer of utilizing the BATs identified to reduce the concentration of a contaminant to a level at or below the PHG or MCLG. In addition, Section 116470(b)(6) requires a brief description of any actions the water purveyor intends to take to reduce the concentration of the contaminant and the basis for that decision. Arsenic – The BATs for removal of arsenic in water for large water systems are: activated alumina, coagulation/filtration, electrodialysis, ion exchange, lime softening, oxidation/filtration, and reverse osmosis. Arsenic was detected above the PHG in the local groundwater (four wells). The City is in compliance with the MCL for arsenic. The estimated cost to reduce arsenic levels in the groundwater to below the PHG of 0.004 microgram per liter (µg/l) using ion exchange was calculated. Because the DDW detection limit for purposes of reporting (DLR) for arsenic is 2 µg/l, treating arsenic to below the PHG level means treating arsenic to below the DLR of 2 µg/l. There are numerous factors that may influence the actual cost of reducing arsenic levels to the PHG. Achieving the water quality goal for arsenic could be approximately $3,320,000 per year, or $96 per service connection per year. Bromate – The BATs for removal of bromate in water for large water systems are: coagulation/filtration optimization, granular activated carbon, and reverse osmosis. Bromate was detected above the PHG in the treated surface water purchased from MWDSC. The City is in compliance with the MCL for bromate. The estimated cost to reduce bromate levels in MWDSC water to below the PHG of 0.1 µg/l using reverse osmosis was calculated. Because the DLR for bromate is 1 µg/l, treating bromate to below the PHG level means treating bromate to below the DLR of 1 µg/l. There are numerous factors that may influence the actual cost of reducing bromate levels to the PHG. Achieving the water quality goal for bromate could range 284
City of Garden Grove 6 2025 PHGs Report
from approximately $887,000 to $7,590,000 per year, or between $26 and $219 per service connection per year. Gross Alpha, Gross Beta, and Uranium – The only BAT for the removal of gross alpha in water for large water systems is reverse osmosis, which can also remove gross beta and uranium, if detected. Gross alpha was detected above the MCLG in the local groundwater (all the operating wells) and treated surface water purchased from MWDSC. Gross beta was detected above the MCLG in the treated surface water purchased from MWDSC. Uranium was detected above the PHG in the local groundwater (all operating wells) and treated surface water purchased from MWDSC. The cost of providing treatment using reverse osmosis to reduce gross alpha levels to the MCLG of 0 picoCurie per liter (pCi/l) (and consequently gross beta to below the MCLG of 0 pCi/l and uranium to below the PHG of 0.43 pCi/l) was calculated. Because the DLR for gross alpha is 3 pCi/l, treating gross alpha to 0 pCi/l means treating it to below the DLR of 3 pCi/l (and treating gross beta and uranium to below their respective DLRs of 4 pCi/l and 1 pCi/l). Achieving the water quality goal for gross alpha could range from $7,080,000 to $60,600,000 per year, or between $204 and $1,750 per service connection per year. Hexavalent Chromium – The BATs for removal of hexavalent chromium in water for large water systems are: ion exchange, reduction/coagulation/filtration, and reverse osmosis. Hexavalent chromium was detected above the PHG in the local groundwater (all the operating wells). The City is in compliance with the MCL for hexavalent chromium. The estimated cost to reduce hexavalent chromium levels in the groundwater to below the PHG of 0.02 µg/l using reduction/coagulation/filtration was calculated. Because the DLR for hexavalent chromium is 0.1 µg/l, treating hexavalent chromium to below the PHG level means treating hexavalent chromium to below the DLR of 0.1 µg/l. There are numerous factors that may influence the actual cost of reducing hexavalent chromium levels to the PHG. Achieving the water quality goal for hexavalent chromium could be approximately $12,600,000 to $78,900,000 per year, or between $364 and $2,280 per service connection per year. Perchlorate – The BATs for removal of perchlorate in water for large water systems are ion exchange and biological fluidized bed reactor. Perchlorate was detected above the PHG in the local groundwater (ten wells). The City is in compliance with the MCL for perchlorate. The estimated cost to reduce perchlorate levels in the groundwater to below the PHG of 1 µg/l using 285
City of Garden Grove 7 2025 PHGs Report
ion exchange was calculated. Because the DLR for perchlorate is 1 µg/l, treating perchlorate to below the PHG level means treating perchlorate to below the DLR of 1 µg/l. There are numerous factors that may influence the actual cost of reducing perchlorate levels to the PHG. Achieving the water quality goal for perchlorate could be approximately $3,640,000 to $7,990,000 per year, or between $105 and $231 per service connection per year. PFOS and PFOA – The BATs for removal of PFOS and PFOA in water for large water systems are: granular activated carbon, ion exchange, and reverse osmosis. PFOS and PFOA were detected above their respective PHGs in the local groundwater (ten wells). The City is in compliance with the State requirements for PFOS and PFOA. Currently, the City has ion exchange treatment systems for the treatment of PFOS and PFOA detected in the groundwater extracted from six of the ten water supply wells impacted by PFOA and PFOS. The estimated cost to reduce PFOS and PFOA levels in the groundwater from the non-treated water supply wells to below their respective PHGs of 1 nanogram per liter (ng/l) and 0.007 ng/l using ion exchange was calculated. Because the DDW Consumer Confidence Report Detection Level (CCRDL) for PFOS and PFOA is 4 ng/l, treating PFOS and PFOA to below their respective PHG levels means treating PFOS and PFOA to below the CCRDL of 4 ng/l. There are numerous factors that may influence the actual cost of reducing PFOS and PFOA levels to their respective PHGs. Achieving the water quality goal for PFOS and PFOA could be approximately $1,550,000 to $21,200,000 per year, or between $45 and $612 per service connection per year. All Contaminants – In addition, a cost estimate to treat all water produced by the City using ion exchange and reverse osmosis to remove all the contaminants detected above the PHGs or MCLGs was calculated. All the contaminants listed in the accompanying table may be removed to non-detectable levels by ion exchange and reverse osmosis. As shown on the accompanying table, achieving the water quality goals for all contaminants using ion exchange and reverse osmosis could range from $10,700,000 to $68,600,000 per year, or between $309 and $1,980 per service connection per year. For additional information, please contact the City of Garden Grove water quality staff at (714) 741-5395, or write to the City of Garden Grove, 11222 Acacia Parkway, P.O. Box 3070, Garden Grove, California 92842. J:\2470\2470-004 Garden Grove 2025 PHG\Garden Grove_2025 PHG_text_Final.docx 286
287
288
289
290
291
292
293
294
295
Item 316/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

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

City Manager Dept: Economic Development and
Housing Department

Date: 9/9/2025

Subject: Approval of an agreement with Silverstone Property Management Company to provide comprehensive property management services for the Central Cities Navigation Center. (Cost: Not to exceed $100,000/year) (Action Item)

OBJECTIVE

For the City Council t o approve an agreement with Silverstone Property Management Company (SSPM) in the amount of $100,000, for comprehensive property management services, for the Central Cities Navigation Center located at 13871 West Street, Garden Grove, CA 92843.

BACKGROUND

The property for the Central Cities Navigation Center (CCNC ) was acquired by the City of Garden Grove in November 2022 to establish a low -barrier transitional emergency shelter providing comprehensive wrap-around services to homeless individuals in Orange County's Central Service Planning Area. The CCNC opened in June 2024. To ensure proper oversight of the property, including daily facilities management, as well as maintenance and emergency repair services on an as -needed basis, the City determined that a commercial property management firm was necessary to meet the Center’s operational and ownership objectives.

To that end, the City issued a formal Request for Proposals (RFP -GPM-No. 2401) to solicit comprehensive property management services. The scope included, but was not limited to, operational oversight, financial reporting, procurement, maintenance, and 24/7 on -call availably and repair services.

In July 2024, Silverstone Prope rty Management (SSPM) was selected for a 6 -month pilot agreement valued at $50,000, based on their property management experience, particularly with another homeless shelter . During this pilot period, SSPM demonstrated excellent performance by being proactive, highly responsive, and providing thorough monthly reports to the City. In January, the City approved an amendment for an additional 6-month term to complete the full fiscal year, bringing the total combined annual cost to $100,000. Based on the pilot year results, staff confirmed that $100,000 is the appropriate annual budget required to address the on-going maintenance needs of the CCNC.
296
Item 316/2025

A formal RFP was completed in 2024, through which SSPM was competitively selected. Since then, SSPM has been providing critical service for the CCNC, including facility management, routine inspections, emergency repairs, 24/7 on -call availability. More importantly, SSPM developed a strong working relationship with the Center operations staff and internally manages and tracks all financial transactions.

DISCUSSION

Entering Fiscal Year 2025–26, given the specialized nature of the CCNC, continuity of service is critical due to the Center’s daily operations and nature of its clientele. Transitioning to a potential new vendor would risk disruption of emergency response capacity, delay in urgent repairs, and potential loss of institutional knowledge SSPM has built over the past year. For these reasons, the City finds it is in the “Best Interest of the City” to continue servi ces with SSPM through June 30, 2026 , with the option to extend the agreement for up to four (4) additional one-year terms.

FINANCIAL IMPACT

There is no fiscal impact on the General Fund. Funding for property management services has been included in for the CCNC operations budget, and no additional appropriation is required.

RECOMMENDATION

It is recommended that the City Council:
 Approve to dispense of the bidding process per Municipal Code 2.50.060 (G) in the best interest of the City;
 Approve the agreement with Silverstone Property Management Company in the not to exceed amount of $100,000 per year, to provide comprehensive property management services of the Central Cities Navigation Center;  Authorize the City Manager, or designee(s), to execute the agreement and make minor modifications, on behalf of the City, as appropriate thereto;  Authorize the City Manager, or designee(s), to execute any amendments, or option years specified in the agreement, on behalf of the City.

By: Christy Le, Administrative Analyst

ATTACHMENT

Silverstone Agreement FY25-26

297
p. 9

PROFESSIONAL SERVICES AGREEMENT

THIS “PROFESSIONAL SERVICES AGREEMENT” (this “Agreement”) is made this day of , 2025 by the CITY OF GARDEN GROVE, a municipal corporation, (“CITY”), and SILVERSTONE PROPERTY MANAGEMENT COMPANY, herein after referred to as ‘‘CONSULTANT”.

RECITALS

The following recitals are a substantive part of this Agreement:

1. This Agreement is entered into pursuant to Garden Grove Council Resolution No. 9212-14 (January 28, 2014).

2. CITY desires to utilize the services of CONSULTANT to provide comprehensive property and facility management services including but not limited to, vendor list procurement, regular maintenance servicing, routine inspections, equipment warranty management, site security monitoring through assigned CCNC software and security systems, and 24/7 availability and response to incidental repairs and maintenance emergencies on an “as-needed” basis for the Central Cities Navigation Center located at 13871 West Street, Garden Grove, California 92843.

3. CITY does not have the personnel to accomplish said services.

4. CONSULTANT is qualified by virtue of experience, training, education and expertise to accomplish the required services.

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. Term of Agreement. The term of the agreement shall be for a period of one (1) year from July 1, 2025 to June 30, 2026 , with options to extend said agreement for four (4) additional one-year periods corresponding the City’s July 1 through June 30 fiscal year. This Agreement may be terminated by the City without cause. In such event, the CITY will compensate CONSULTANT for work performed to date in accordance with Scope of Services attached as Exhibit “A” and Section 3 of this Agreement. CONSULTANT is required to present evidence to support work performed.

2. Ser
vices to be Provid ed. The services to be performed by CONSULTANT shall consist of the Scope of Services listed in Exhibit “A” and is incorporated herein by reference. Exhibit “A” and this Agreement do not guarantee any specific amount of work. CONSULTANT warrants that all services will be performed in a competent, professional and satisfactory manner in accordance with customary and usual practices in CONSULTANT’S profession and the standards prevalent in the industry for such services. By executing this Agreement, 298
p. 10

CONSULTANT warrants that it has carefully considered how the work should be performed and fully understands the facilities, difficulties, and restrictions attending performance of the work under this Agreement.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 Amount. CONSULTANT shall be compensated for the services provided under this Agreement pursuant to the fee structure described in Exhibit “A” and made a part hereof by reference. Total compensation payable by CITY to CONSULTANT under this Agreement shall not exceed the total amount of One Hundred Thousand Dollars and 00/100 cents ($100,000.00) for the term of one (1) year . The cost breakdown is detailed as follows:

a) CONSULTANT will establish a trust account which the CONSULTANT will use for reimbursable costs and third party contractor expenses associated with property maintenance and emergency repairs. The CITY will deposit into the account Fifty Thousand Eight Hundred Dollars and 00/100 cents ($50,800.00) for twelve (12) months, unless the CITY determines that sufficient reserves remain in the account from the initial deposit. CONSULTANT shall provide updates on the reserve balance at the end of each month and shall notify CITY if the reserve balance falls below $5,000.00.

b) Property and Facility Management fee shall be a flat $4,100.00 per month, totaling Forty Nine Thousand Two Hundred and 00/100 cents ($49,200.00) for the twelve-month period.

c) Unless otherwise mutually agreed by the parties in writing, CONSULTANT shall not be compensated for any services rendered in connection with its performance of this Agreement, which are in addition to those set forth herein.

3.2 Payment. For property management services under this Agreement, payment shall be made per invoice submitted by CONSULTANT due and payable within 45 days. Payment shall be made in accordance with the Fee Schedule in Exhibit “A”.

3.3 Records of Expenses . CONSULTANT shall keep complete and accurate records of costs and incidental expenses subject to the fees or reimbursement payable hereunder. These records will be made available at the end of each month and at reasonable times to CITY.

3.4 Termination. CITY and CONSULTANT shall each have the right to terminate this Agreement, without cause, by giving thirty (30) days written notice of termination to the other party. If the Agreement is terminated by CITY, then the provisions of this Section 3 shall apply to that portion of the work completed. In such event, CITY will compensate 299
p. 11

CONSULTANT for work performed to date in accordance with the Proposal.

CONSULTANT is required to present evidence to support performed work.

4. Insurance Requirements

4.1 Commencement of Work. CONSULTANT shall not commence work under this Agreement until all certificates and required endorsements have been received and approved by the CITY. CONSULTANT shall notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance.

4.2 Workers Compensation Insurance . For the duration of this Agreement, CONSULTANT shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, agents, employees, and volunteers.

4.3 Insurance Amounts. CONSULTANT shall maintain the following insurance for the duration of this Agreement:

a) Commercial general liability in an amount of $1 ,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable); Insurance companies must be reasonably acceptable to CITY, admitted and licensed in California , and have a Best’s Guide Rating of A-, Class VIII or better;

b) Automobile liability in an amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable) Insurance companies must be reasonably acceptable to CITY, admitted and licensed in California, and have a Best’s Guide Rating of A-, Class VIII or better.

c) Professional liability in an amount of $1 ,000,000 per occurrence; Insurance companies must be reasonably acceptable to CITY and have an AM Best’s Guide Rating of A-, Class VIII or better. If the policy is written on a “claims made” basis, the policy shall be continued in full force and effect at all times during the term of the Agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of CONSULTANT during the course of performing services under the term of the agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended “tail” coverage with the present or new carrier.

The policy under section 4.3 (a) shall include CITY, its officers, officials, employees, agents, and volunteers as additional insureds for liability 300
p. 12

arising out of work or operations performed by the CONSULTA NT to the extent of losses attributable to CONSULTANT’S negligence. CONSULTANT shall provide to CITY proof of insurance and relevant endorsement forms that conform to CITY’s requirements, as approved by the CITY.

The policy under section 4.3 (b) shall include CITY, its officers, officials, employees, agents, and volunteers as additional insureds to the extent of losses attributable to CONSULTANT’S negligence for automobiles owned, leased, hired, or borrowed by CONSULTANT. CONSULTANT shall provide to CITY proof of insurance and relevant endorsement forms that conform to CITY’s requirements, as approved by the CITY.

CONSULTANT’s insurance coverage shall be primary insurance as respects to CITY, its officers, officials, employees, agents, and volunteers to the extent of losses attributable to CONSULTANT’S negligence. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees, agents, or volunteers shall be excess of the CONSULTANT’s insurance and shall not contribute with it.

5. Non-Liability of Officials and Employees of the CITY . No official or employee of CITY shall be personally liable to CONSULTANT in the event of any default or breach by CITY, or for any amount, which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, in any activity pursuant to this Agreement.

7. Independent Contractor. It is agreed to that CONSULTANT shall act and be an independent contractor and not an agent or employee of CITY, and shall obtain no rights to any benefits which accrue to CITY’s employees.

8. Compliance With Law . CONSULTANT shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government.

CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The CITY makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.

9. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and shall not be disclosed without authorization by CITY, unless disclosure is required by law.

301
p. 13

10. Ownership of Work Product . All documents or other information developed or received by CONSULTANT shall be the property of CITY. CONSULTANT shall provide CITY with copies of these items upon demand or upon termination of this Agreement.

11. Conflict of Interest and Reporting . CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.

12. Notices. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice.

These addresses shall be used for delivery of service of process.

(a) Address of CONSULTANT is as follows:

Silverstone Property Management Company
388 E Valley Blvd Ste 105
Alhambra, CA 91801
Attn: Cloe Learn, CPM
[email protected]
(626) 458-6262

(b) Address of CITY is as follows (with a copy to):

Christy Le/Alana Cheng City Attorney
Economic Development & Housing Dept. City of Garden Grove City of Garden Grove P.O. Box 3070
P.O. Box 3070 Garden Grove, CA 92840
Garden Grove, CA 92840
[email protected]
(714) 741-5337

13. CONSULTANT’S Proposal. This Agreement shall include CONSULTANT’ s proposal dated February 14, 2024 , on file with the City Clerk, which is incorporated herein by reference. In the event of any inconsistency between the terms of the Proposal and this Agreement, this Agreement shall govern.

14. Licenses, Permits and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits and licenses as may be required by this Agreement.

15. Familiarity With Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties and restric tions of the work under this Agreement.

Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CITY, it shall 302
p. 14

immediately inform CITY of this and shall not proceed, except at CONSULTANT’S risk, until written instructions are received from CITY.

16. Time of Essence. Time is of the essence in the performance of this Agreement.

17. Limitations Upon Subcontracting and Assignment.

a. The experience, knowledge, capability and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CITY. This Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY. All persons engaged in the work will be considered contractors or agents of CONSULTANT. CITY wi ll deal directly with and will make all payments to CONSULTANT.

b. It is intended in this Agreement that CONSULTANT shall negotiate contracts on behalf of CITY with third party vendors ("Vendors") for minor repairs, maintenance and servicing of the Property, consistent with industry standards. Such service contracts shall be entered into with Vendors by CONSULTANT as agent for and in the name of CITY and terminable with respect to the Property on 30 days' notice or less, unless otherwise approved by CITY. CONSULTANT shall require Vendors to provide insurance and indemnify the CITY to the same extent as required of CONSULTANT pursuant to this Agreement.

18. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

19. Indemnification. To the fullest extent permitted by law, CONSULTANT agrees to protect, defend, and hold harmless CITY and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, to the extent attributed to the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT'S agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT'S responsibility to protect, defend, and hold harmless CITY, is due to the negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees.

303
p. 15

This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONSULTANT.

20. Consequential Damages. Notwithstanding anything to the contrary contained in this Agreement, neither CITY nor CONSULTANT shall be liable for any lost or prospective profits or any other indirect, consequential, special, incidental, punitive or other exemplary losses or damages, whether in tort, contract or otherwise, regardless of the foreseeability or the cause thereof, that would not otherwise be covered under the standard liability or property insurance forms required of the Parties hereunder.

21. Environmental Assessments. Notwithstanding anything to the contrary contained herein, CITY acknowledges and understands that CONSULTANT is not qualified to ( a) evaluate the p resence or absence of hazardous or toxic substances, mold, waste, materials, electromagnetic field, radon, radioactive materials, or other environmental concerns under applicable law, upon, within, above, or beneath the Property (collectively, "Hazardous Materials"); ( b) maintain or evaluate compliance with environmental, Hazardous Materials or waste laws, rules and regulations; or ( c) conduct or ensure clean -up or remediation of Hazardous Material spills or contamination. CITY agrees that, with respect to any abatement, clean-up or remedial action that CITY desires to implement, CITY shall directly enter into a contract with a qualified and licensed environmental clean-up company to undertake such responsibilities. In no event will CONSULTANT make an indep endent determination as to the presence or absence of Hazardous Materials, or whether CITY, the Property or any particular tenant is in violation or compliance with any laws relating to Hazardous Materials ("Hazardous Materials Laws"). CONSULTANT will, however, notify CITY in the event it has actual knowledge of any Hazardous Materials in or on the Property or violation of Hazardous Materials Laws at the Property.

22. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY and CONSULTANT.

23 Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY and CONSULTANT.

24. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

25. Interpretation. This Agreement shall be interpreted as though prepared by both parties

304
p. 16

26. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable.

\ \ \ \
(Agreement Signature Block on Next Page)

305
p. 17

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

Date: _______________

ATTESTED:

City Clerk

Date:

APPROVED AS TO FORM:

Garden Grove City Attorney

“CITY”

CITY OF GARDEN GROVE

By:

City Manager

“CONSULTANT”

SILVERSTONE PROPERTY

MANAGEMENT COMPANY

By:

Name:

Title:

Date:

Tax ID:

Broker License:

Expiration Date:

If CONSULTANT/CONTRACTOR is a
corporation, a Corporate Resolution
and/or Corporate Seal is required. If a
partnership, Statement of Partnership
must be submitted to CITY.
306
p. 9

EXHIBIT “A”

307
Prepared by:

Cloe Learn : Director
[email protected]
Silverstone Property Management Co.

Office Address: 388 East Valley Blvd
Suite 105 Alhambra, CA, 91801
Facility Management Services For -
Central Cities Navigation Center(CCNC)
Prepared for:

Timothy Throne
City of Garden Grove- Economic
Development and Housing Department
Property Address: 13871 West Street,
Garden Grove, CA, 92843
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 308
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
Cover Letter
Dear Timothy Throne,
I would like to express my sincere appreciation for granting Silverstone Property Management ("SSPM") the opportunity to present our comprehensive services to your esteemed property.

At SSPM, we pride ourselves on delivering a wide range of services covering all aspects of real estate, including Property Management, Lease Administration, Business Development, Leasing, and Market Analysis. Our expertise extends to managing various commercial properties such as Shopping Centers, Offices, Medical Centers, Apartments, and Hotels. With over two decades of experience, SSPM has been entrusted with the management of your building for the past 20 years. This extensive tenure has endowed us with an intimate familiarity with both the building itself and its tenants.

Allow us to outline the services we offer:

Property Management Service: Our management services encompass overseeing the day-to-day operations of your property, preparing income forecasts and expense budgets, providing computerized monthly statements and reports, and ensuring timely collection of rent and payment of property expenses. Additionally, we conduct routine property inspections, supervise on-site staff, and handle lease documentation and renewals.

Facilities Management Services: Our Facilities management services encompass a range of activities designed to ensure the smooth operation of buildings, from maintenance and repair to energy management and waste disposal. These services can include janitorial and cleaning services, groundskeeping, HVAC and plumbing maintenance, electrical and mechanical repairs, and emergency response planning, as well as more specialized services like pest control and elevator maintenance.

Effective facilities management can help reduce downtime, improve worker productivity, and enhance overall occupant satisfaction.

Project Management: Our project management services cover building code resolutions, site zoning documentation and planning, environmental and due diligence coordination, and negotiation of development agreements.

This letter provides only a brief introduction to our services. We would welcome the opportunity to meet with you to discuss your specific requirements in more detail. Enclosed, please find our company brochure for your review. Should you have any questions or require further information, please do not hesitate to contact us.

Thank you for considering SSPM for your property management needs. We look forward to the possibility of collaborating with you.

Sincerely,
Cloe Learn, CPM®
Director | Broker
388 E. Valley Blvd. Suite 105, Alhambra, CA 91801
1470 Valley Vista Dr., Suite 101, Diamond Bar, CA 91765 (626)458-6262 Office (601)202-1072 Text
[email protected]
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 309
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
i. Executive Summary
Silverstone Property Management Co. comprehensive property management service ensures the seamless operation of your real estate assets round-the-clock. We excel in overseeing day-to-day operations.
• On-site staff supervision and training
• Development of energy conservation plans
• Planning and supervision of tenant improvements, renovations, and rehabilitation projects • Obtain Bids, selecting contracts/vendors, negotiating terms, reviewing contracts, and coordinating services
• Conduct Routine Physical Property Inspections
• Analysis, monitor and enforce policies
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 310
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
ii. Approach to Services
• Staff, Personnel and Vendors
-SSPM will not employ any onsite personnel at the location - 13871 West Street Garden Grove, CA, 92843. SSPM will send out suitable vendors for each service request and department. SSPM will conduct Monthly Property Inspections regularly to ensure that necessary preventative maintenance is carried out.
• Conduct Routine Physical Property Inspection
-Field Technicians in our Service Department will coordinate routine physical property inspections on a monthly calendar basis to provide accurate information regarding, but not limited to the common areas, elevators, parking lots, electrical/mechanical rooms, roof and any other areas pertaining to the building. These inspections will be followed through with a report and live pictures, allowing viewers to gain a proper understanding of the daily building operations and necessities. • Obtain Bids, Contract/Vendor Selections, Negotiating, Contract Review and Coordination
-Service Department will properly collect and review any related work and information regarding the buildings service operations with Vendors, Bids, Building Projects, and Service Repairs. Among these items, our service department will attentively review and make recommendations when obtaining bids. Properly analyzing each bid will ensure the accurate scope of work is being met and completed.
• HVAC
• Plumbing
• Locksmith
• Pest Control
• Fire Sprinklers
• Fire Extinguishers
• Fire Alarm Monitoring
• Backflow
• Electrical
• Roof
• Laundry Equipment Maintenance
• Graffiti Removal
• Kitchen Suppression
• Water Filter Services
• Kitchen Exhaust (Hood Range)
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 311
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
iii. Relevant Experience

1. Signal Hill Town Center West
Property Address: 1600 E Willow St Signal Hill CA 90755- 1920 E Willow St Signal Hill CA 90755 SSPM manages Signal Hill Town Center, a shopping center in Signal Hill, encompassing approximately 350,000 sqft. Some of the key tenants include:-Food 4 Less-Starbucks-Chevron- McDonalds-Black Bear Dinner- The Breakfast Nook alongside other small independent businesses.

SSPM is responsible for the daily management of Signal Hill Town Center West, including property marketing, lease renewals, service operations, building renovations, city compliances, and project amenities. One of the notable additions brought to this shopping center by SSPM is the installation of 28 Supercharger stations, powered and operated by TESLA, providing an exciting new amenity for visitors and showcasing trusted partnerships with leading companies.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 312
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

2. Valley Vista Office Condo
Property Address: 1470 Valley Vista Dr. Diamond Bar, CA 91765 SSPM manages and oversees the internal operations for this office condo. Valley Vista Office Condo is the first office condominium development in the city of Diamond Bar, right on Corporate Center.

With the expertise from SSPM, the existing office building of approximately 50,000 sqft was transformed and subdivided into 22 modern, high demand office condos.

SSPM has actively participated in the renovation of Diamond Bar's Corporate Center, granting Silverstone the opportunity to introduce a completely new office environment for investors and owners. Leveraging our expertise and knowledge, Valley Vista Office Condos has been established as the benchmark for other projects. This two-story office building, is surrounded with natural light and scenic landscape
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 313
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

3. Empire Financial Center- Alhambra
Property Address: 388 East Valley Blvd Alhambra CA 91801 Empire Financial Center in Alhambra is home to one of the HQ offices SSPM resides in. This professional business center provides convenient above & ground parking parking and security guard service. Suites range in size from 1,200 to 3,000 square feet to meet a wide variety of business needs. Current tenants at this property would include, Keller Williams Executive Real Estate Office, ICBC USA (International Bank), Bank of East Asia and Fortune Securities.

At Empire Financial Center, SSPM is in charge of administering, managing, and overseeing all day- to-day operations. SSPM handles all Marketing, Lease Renewals, New Tenant Acquisitions, move- ins and move-outs involving new or existing tenants. Under SSPM's supervision is an Onsite Security Guard who is available Monday through Friday along with a Janitorial Team who is responsible for maintaining the upkeep and presentation of the building.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 314
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

4. Villa Grande Business Condo
Property Address: 17100 Norwalk Blvd Cerritos, CA 90703 Villa Grande Business Condo is the first business condominium project in the city of Cerritos, recognized for its modern, functional, and attractive commercial condominium building. The 2.52 acre property, with over 38,000 square feet, has been renovated and upgraded by SSPM, resulting in a value increase to approximately 16 million dollars.

The Silverstone team successfully presented the Villa Grande project to our investor clients, providing them with precise consulting and project management services from inception to completion. The primary objective was to maximize return on investment, which required meticulous attention to detail throughout the entire process, encompassing design, subdivision processes, permitting, contractor hiring, renovations, supervision, marketing, and sales.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 315
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

5. Greenleaf Shopping Village, Whittier
Property Address: 7201/7203/7205 Greenleaf Ave, Whittier CA 90602 The Greenleaf Shopping Village is host to several esteemed businesses, including The Coffee Bean & Tea Leaf, Greenleaf Cafe, Supercuts, Prime Boudoir, H&R Block, and more. Spanning approximately, 60,000 square feet, this shopping center is located in the Uptown Whittier neighborhood.

At Greenleaf Shopping Village, SSPM is responsible for overseeing all day-to-day operations, which encompass marketing, lease renewals, building compliances, renovations, inspections, and building development. The presence of a Day Porter allows SSPM to swiftly address any issues with an expedited response time. The Day Porter is available on site from 10am-2pm every day of the week.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 316
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
iv. References
References

1. Property Name: Empire Plaza- Financial Service Center Address: 388 East Valley Blvd Alhambra, CA 91801
Approx. 55,011 square footage
Owner: Amay Family Partnership
Contact: Derek Tsai - [email protected]
Phone Number: (323) 583- 3502
Manage and Oversee 3 story commercial office building for owner

2. Property Name: Class A, Office Building
Address: 1470 Valley Vista Dr, Diamond Bar CA 91765
Approx. 52,153 square footage
Owner: Valley Vista Office Condo Association
Contact: Susie Tsai - [email protected]
Phone Number: (323)809-1930
Manage and Oversee 2 story commercial building for owner

3. Property Name: Optum Medical Building
Address: 8311 E. Florence Ave, Downey CA 90240
Approx. 25,579 square footage
Owner: Golden Bull Investment LLC
Contact: Anna Tsai- [email protected]
Phone Number: (626)512-8138
Manager Medical Building for Owner, Property being Leased to Medical Business Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 317
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

4. Property Name: Towne Center
Address: 1600/1800 E. Willow St Signal Hill CA 90755
Approx. 83,433 square footage
Owner: Towne Center West LLC
Contact: Arthur [email protected]
Phone Number: (626)512-0899
Manage and oversee commercial shopping center for owner

5. Name: Dr. Christopher Yi- Three Office Locations (LA County) Facility Management and Leasing
Website: vvmd.com
Phone Number: (949) 229-2003

6. Property Name: Olive Residential Property
Address: 121 Olive St Glendale CA 91206
Approx. 17,100 square footage with 18 units
Owner: Louis Tseng and Tina Tseng
Contact: [email protected]
Phone Number: (626)833-6783
Manage and Oversee 2 story residential apartment complex with 18 units Print Name: Cloe Learn Date: 6/11/2024 Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 318
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

2. Vendors
Professionals and Licensed Vendors proposed for 13871 West Street, Garden Grove, CA, 92843 • Seacliff Mechanical Services (SMS) (Plumbing)
• Top Notch Top Notch Plumbing (Plumbing)
• Anderson Commercial Plumbing (Plumbing)
• Seacliff Mechanical Services (SMS) (HVAC)
• Triton Air (HVAC)
• Evolution Mechanical (HVAC)
• Eddie Sieus's Perfect Lock & Security (Locksmith)
• Zac Key's (Locksmith)
• Hill's Bros. Lock & Safe (Locksmith)
• Dewey Pest Control (Pest)
• Hydrex Pest Control (Pest)
• C2C Pest Control (Pest)
• Blackbird Fire Protection (Fire Sprinklers)
• Kelly's Fire Protection (Fire Sprinklers)
• Fortis Fire & Safety (Fire Sprinklers)
• J&F Fire Extinguishers (Fire Extinguisher)
• Blackbird Fire Protection (Fire Extinguisher)
• Certified Fire Extinguisher (Fire Extinguisher)
• ERS Security (Fire Alarm)
• United Security Systems Inc. (Fire Alarm)
• Cintas Fire Protection (Fire Alarm)
• Aqua Tech Backflow (Backflow)
• Basic Backflow (Backflow)
• Cintas Fire Protection (Backflow)
• Goliath Roofing (Electrical)
• Horizon Lighting (Electrical)
• Amelec Co. (Electrical)
• Goliath Roofing (Roof)
• Atlas Roofing (Roof)
• Highland Roofing (Highland Roofing)
• Dadson's Laundry (Laundry Equipment)
• High End Appliance Services (Laundry Equipment)
• Graffiti Pros LA (Graffiti Removal)
• Orange County Graffiti Removal
• Alert Power Washing (Graffiti Removal)
• Cintas Fire Protection (Kitchen Suppression)
• Water System Services ( Water Filtering Services)
• Grease Trap Cleaning
• Grease Management Solutions
• All In Sanitation
• Grease Away Fire Protection
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 319
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

3.Billing - Accounting
a. Description of Accounting Services and Platforms
• Our firm employs YARDI accounting services and platforms that are equipped with robust data processing capabilities, ensuring accuracy and efficiency in financial reporting. • Our platforms are customizable and adaptable to meet the specific needs of the City and comply with generally accepted accounting principles.
• The City can log into the system as the owner to obtain and view all property data in real time 24/7.
b. Internal Control Policies and Procedures
• Our company has implemented thorough policies and procedures that prioritize robust internal controls for the protection of financial assets and data. These policies and procedures undergo regular review by our corporate attorney to ensure compliance with regulatory standards. • We consistently assess and update our internal control framework to minimize risks and improve transparency.
c. Billing
• SSPM is tasked with gathering all invoices related to assignments and work that has been verified as completed by Property Management's Service Department. After collecting the invoice, SSPM will then deduct the funds from the designated Trust Account based on the authorization and approval from the City of Garden Grove, in order to make the payment for the invoice on a timely manner. City Representatives will receive all receipts, documentation, and details for each billing, on the period monthly statements Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 320
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

4. Repair, Maintenance/Operations Program
a. Maintenance Personnel:
- All maintenance for the property located at 13871 West Street, Garden Grove, CA, 92843 will be handled by contract work or on-call services from our shared Vendor List. Scheduled work will take place during Local Business Hours to prevent overtime or weekend work. The Proposer will consult with the City for approval if overtime or weekend work is necessary. b. Reactive Service Calls:
- The Proposer will have an approval budget of $1,000.00 for any reactive or emergency service call required to be completed on site. For service calls above the approval limit, the Proposer will follow up with the City for approval and may reach out to nearby vendors or utilize the Building's Vendor List for a second estimate.
c. After-Hours Service Calls and Emergency Responses:
- Any after-hour service call or emergency response will be directed to the Building Service Supervisor, who will analyze the situation and address the issue accordingly. The Building Service Supervisor will either contact a vendor for service repair or the required building vendor for assistance. Our allocated Vendors work 24/7 and will be available for any after hours call or emergencies, as needed.
d. Property Inspections:
- The Proposer will schedule Property Inspections twice a month with the Building's Service Supervisor. Inspections will consist of a full perimeter walkthrough of the interior and exterior of the property, including live pictures and a detailed report suggesting any necessary repairs, such as HVAC, Roof, Fire Alarm, Sprinklers, Plumbing, Electrical, Mechanical and others. e. How the Proposer will ensure the Property is adequately maintained:
- The Proposer will hold all designated vendors, contractors, and assigned personnel accountable for maintaining the building 24/7. With onsite personnel and monthly property visits by the Building Service Supervisor, all areas will be overseen daily to ensure the right preventative maintenance services are implemented, minimizing any reactive service calls to the Building.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 321
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
f. A description of the process for emergency service and project specialized work:

In the case of emergency service and project specialized work, the Building Service Supervisor will communicate and coordinate important information such as times, dates, and notes with onsite personnel and representatives of 13871 West St Garden Grove CA 92843. They will then collaborate with allocated Vendors to determine who will be onsite to effectively address the issue. If the emergency occurs during business hours, the Building Service Supervisor may arrange for designated rooms or compartments to be accessible for Vendors and Technicians to use as needed.

However, if the event takes place afterhours or on weekends, the Building Service Supervisor may be present onsite to assist with the necessary arrangements for repairs or projects. Building Service Supervisor, Fidel Moreno, will handle the dispatch of the recommended vendor to address the issue appropriately.
g. Describe the outside vendor services the Proposer typically employs; - The Proposer utilizes vendors recommended for the property or those with a history of servicing the building. Ideally, the Vendor List would include vendors servicing the building on a yearly schedule for Plumbing, HVAC, Fire Sprinklers, Fire Extinguishers, Pest Control, Roof, Backflow, and others. The Proposer may also seek competitive bids/estimates for certain service repairs to ensure the cost recommendations are being taken.
h. Describe how vendors are initially vetted. Describe how vendors' performance are monitored;
- Upon reviewing any new vendor inquiry, the Proposer ensures that required documents (e.g., Certificate of Insurance, Licenses, Permits, Garden Grove Business License Good Standing) are collected before assigning any service work. Work is assigned to the vendor on an as-needed basis or contract once the process is completed and confirmed. The Building Service Supervisor reviews and confirms all work before invoice payment is processed. Any vendors failing to meet obligations or standards are removed from the list.
i. How will the Proposer assist the City identify and correct potential safety risks or hazard. - Using Property Inspections, reports, and live pictures, the Proposer immediately presents any presented or potential safety risk/hazard to the City. Once the information is gathered, appropriate solutions are implemented to address the issue.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 322
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
j. How will the Proposer assist the City identify and correct potential safety risks or hazard. - Using Property Inspections, reports, and live pictures, the Proposer immediately presents any presented or potential safety risk/hazard to the City. Once the information is gathered, appropriate solutions are implemented to address the issue.
g. A description of the process for routine maintenance. Provide a sample scheduled/preventative maintenance plan (quarterly and annually) - Routine Maintenance for 13871 West St, Garden Grove, CA, 92840, will be categorized into its own department service such as;
- Elevator - Roof - Fire Alarm Panel - Fire Extinguishers - Plumbing - HVAC - Fire Sprinklers- Backflows & Common Area Routine Maintenance
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 323
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

5. Insurance
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 324
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 325
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
H. Acknowledgement Of Terms Of Agreement, Fees
Acknowledgement of Terms
We hereby acknowledge and agree to the terms and conditions outlined in the Property Management Proposal.
a. Facilities Management Fee - $4,100.00 Monthly
Signature: Date: 6/11/2024
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 326
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
Statement of Compliance
The undersigned Proposer declares that the Proposal submitted to furnish Facilities Management Services for Property: 13871 West St Garden Grove, CA, 92843 per the RFP specifications as described in, and in response to the City of Garden Grove RFP GPM-NO. 2301 was prepared in strict compliance with the instructions, conditions, and terms listed in the Request for Proposal, Scope of Services, and Draft Agreement, with exceptions listed below, if applicable. At least one box for each item must be checked.

RFP Instructions an Terms and Conditions (Check One)
No exceptions Taken Exceptions Taken Scope of Services (Check One)
No exceptions Taken Exceptions Taken
Draft Agreement/Insurance Requirements (Check One)
No exceptions Taken Exceptions Taken
If any exceptions are taken, this Statement of Compliance shall include a narrative that identifies each item to which the Proposer is taking exception or is recommending change, including the suggested rewording of the contractual obligations or suggested change in the Request for Proposal, and identifies the reasons for submitting the proposed exception or change. When available, please reference specific line item as provided in the Request for Proposal. The City reserves the right to rule as non-responsive and reject any Proposals that are not accompanied with the required documentation as described above.

Proposer's Name: Silverstone Property Management Co.

Signature:

Print Name: Cloe Learn
Date: 6/11/2024
Print Title: Director
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 327
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

APPENDIX A
Professional Services Agreement
This Agreement is made 11th day of June , 2024, by the City of Garden Grove, a municipal corporation, ("CITY") and Silverstone Property Management Co. herein after referred to as "CONSULTANT".

Recitals
The following recitals are a substantive part of this Agreement;

1. This Agreement is entered into pursuant to Garden Grove City Council approval dated ________________ .

2. CITY desires to utilize the services of CONSULTANT to Provide Real Estate Services for Five Story Commercial Building.

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

Agreement
THE PARTIES MUTUALLY AGREE AS FOLLOWS;

1. Term and Termination The term of the agreement shall be effective as of the date first set forth above. This Agreement shall commence upon the effective date of this Agreement, and shall remain and continue in effort until tasks described herein are completed by the due date unless otherwise terminated prior to this date pursuant to the provisions of this Agreement.

2. Services to be Provided. The services to be performed by CONSULTANT shall consist of tasks, including but not limited to the Scope of Services listed in Exhibit "A", and is incorporated herein by reference. The exhibit and this Agreement do not guarantee any specific amount of work.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 Amount. Total compensation under this agreement shall not exceed (NTE) amount of $4,100.00, payable in arrears and in accordance with the Rate and Fee Estimate attached in Exhibit "A".

3.2 Payment. For work under this Agreement, payment shall be made per invoice for work completed. Within 45 day of delivery of goods or completion of performance of services, CONSULTANT must promptly render an invoice to CITY or payment may be significantly delayed.

For extra work not a part of this Agreement, a written authorization by CITY will be required, and payment shall be based on Rate and Fee Estimate included in Exhibit "A".

3.3 Records of Expenses. CONSULTANT shall keep complete and accurate records of all costs and expenses incidental to services covered by this Agreement. These records will be made available at reasonable times to CITY.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 328
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

3.4 Termination. CITY and CONSULTANT shall have the right to terminate this agreement, without cause, by giving thirty (30) days written notice of termination. If the Agreement is terminated by CITY, then the provisions of paragraph 3 would apply to that portion of the work completed.

4. Insurance Requirements

4.1 COMMENCEMENT OF WORK. CONSULTANT 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 notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance and provide a Waiver of Subrogation in favor of the City.

4.2 WORKERS COMPENSATION INSURANCE. During the duration of this Agreement, CONSULTANT and all sub-contractors shall maintain Workers Compensation. Insurance in the amount of $1,000,000.00 per occurrence, $1,000,000.00 aggregate.

4.3 INSURANCE AMOUNTS. CONSULTANT shall maintain the following insurance for the duration of this Agreement:
(a) Commercial general liability in an amount of $2,000,000.00 per occurrence, $2,000,000.00 aggregate (claims made and modified occurrence policies are not acceptable); Insurance companies must be acceptable to CITY and have a Best's Guide Rating of A-, Class VII or better, as approved by the CITY.
(b) Automobile liability in an amount of $1,000,000.00 per occurrence, $2,000,000.00 aggregate (claims made and modified occurrence policies are not acceptable); Insurance companies must be acceptable to CITY and have a Best's Guide Rating of A-, Class VII or better, as approved by the CITY.
(c) Professional liability in an amount not less than $2,000,000, $3,000,000.00 aggregate.

Insurance companies must be admitted and licensed In California and have a Best's Guide Rating of A-Class VII or better, as approved by the City.

If the policy is written on a "claims made" basis, the policy shall be continued in full force effect at all times during the term of the agreement, and for a period of three (3) years from the date of completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/CONSULTANT shall obtain continuing insurance coverage for the prior acts or omissions of professional/CONSULTANT during the course of performing services under the term of the Agreement. The coverage shall be evidenced either by a new policy evidencing no gap in coverage, or by obtaining separate extended "tail" coverage with the present or new carrier.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 329
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
An On-Going and Completed Operations Additional Insured Endorsement for the policy under section 4.3 (a) shall designate CITY, it's officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT 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 4.3 (b) shall designate CITY, it's officers, officials, employees, agents, and volunteers as additional insureds for automobiles, owned, leased, hired, or borrowed by the CONSULTANT. CONSULTANT shall provided to CITY proof of insurance and endorsement forms that conform to CITY's requirements, as approved by the CITY.

For any claims related to this Agreement, CONSULTANT'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, and volunteers shall be excess of the CONSULTANTS's insurance and shall not contribute with it.

If CONSULTANT maintains higher insurance limits than the minimums shown above, CONSULTANT shall provide coverage for the higher insurance limits otherwise maintained by the CONSULTANT.

5. Non-Liability of Officials and Employees of the CITY. No official or employee of CITY shall be personally liable to CONSULTANT in the event of any default or breach by CITY, or for any amount which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin, or ancestry, in any activity pursuant to this Agreement.

7. Independent CONSULTANT. It is agreed to that CONSULTANT shall act and be an independent CONSULTANT and not an agent or employee of the CITY, and shall obtain no rights to any benefits which accrue to CITY's employees.

8. Compliance with Law. CONSULTANT shall comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local government. CONSULTANT shall comply with, and shall be responsible for causing all CONSULTANT'S and sub-CONSULTANT's performing any of the work pursuant to this Agreement to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The City makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirement.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 330
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

9. Notices. All notices shall be personally delivered or mailed to the below listed address, or to such other addresses as may be designated by written notice. These addresses shall be used for delivery of service of process.
a. Address of CONSULTANT is as follows:

Silverstone Property Management Co.
388 East Valley Blvd Suite #105
Alhambra CA, 91801
b. Address of CITY is as follows:

Department of Community Development
City of Garden Grove
11222 Acacia Parkway
Garden Grove, CA 92840

10. CONSULTANT'S PROPOSAL. This Agreement shall include CONSULTANT's proposal which shall be incorporated herein by reference. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.

11. Licenses, Permits, and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits, and licenses as may be required by this Agreement.

12. Familiarity with Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties, and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CITY, it shall immediately inform CITY of this and shall not proceed, except at CONSULTANT's risk, until written instructions are received from CITY.

13. Time of Essence. Time is of the essence in the performance of this Agreement.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 331
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

14. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability, and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval from the CITY. This Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY for the acts and omissions of its sub-CONSULTANT as it is for persons directly employed. Nothing contained in this Agreement, shall create any contractual relationship between any sub- CONSULTANT and CITY. All persons engaged in the work will be considered employees of CONSULTANT. CITY will deal directly with and will make all payments to CONSULTANT.

15. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

16.Indemnification. To the fullest extent permitted by the law, CONSULTANT shall defend, and hold harmless CITY and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or person, or damages of any nature, including attorney's fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT's agents, officers employees, sub-CONSULTANTs, or independent CONSULTANTs hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT's responsibility to protect, defend, and hold harmless CITY, is due to the sole negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONSULTANT.

17. Appropriations. This Agreement is subject to and contingent upon funds being appropriated therefor by the Garden Grove City Council for each fiscal year covered by the term of this Agreement. If such appropriations are not made, this Agreement shall automatically terminate without penalty to the CITY.

Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 332
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com

18. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY and CONSULTANT.

19. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY and CONSULTANT.

20. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

21. Interpretation. This Agreement shall be interpreted as though prepared by both parties.

22. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable.
\ \ \ \
(Agreement Signature Block on Next Page)
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 333
388 East Valley Blvd., Suite #105, Alhambra, CA 91801 . Bus. 626−458−6262 Text. (601) 202−1072 www. SilverstonePM.com
IN WITNESS THEREOF, these parties have executed this Agreement on the day and year shown below.

Date: 6/11/2024
"CITY"

CITY OF GARDEN GROVE
By; ________________ __
City Manager
ATTESTED:
_____________________
City Clerk
Date:_________________
"CONSULTANT"
Silverstone Property Management Co.

By: Cloe Learn Signature:

Name: Real EstateServices
Title: Director
Date: 6/11/2024
Tax I.D.: 455636866
Broker's License: 01318605
Expiration Date:07/11/2024
If CONSULTANT is a corporation, a Corporate Resolution and/or Corporate Seal is required. If a partnership, Statement of Partnership must be submitted toCITY.

APPROVED ASTOFORM:
________________________
Garden Grove City Attorney
Date:__________________
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 334

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $
$
$
$PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOSAUTOS ONLY

NON-OWNED

SCHEDULEDOWNED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER
OTH-

STATUTE
PER

LIMITS(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY)

POLICY EFF

POLICY NUMBERTYPE OF INSURANCELTR
INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB $EACH OCCURRENCE
$AGGREGATE
$
OCCUR

CLAIMS-MADE
DED RETENTION $
$PRODUCTS - COMP/OP AGG
$GENERAL AGGREGATE
$PERSONAL & ADV INJURY
$MED EXP (Any one person)
$EACH OCCURRENCE

DAMAGE TO RENTED
$PREMISES (Ea occurrence)

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PRO-

JECT LOC

CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/DD/YYYY)

CANCELLATION

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY
07/07/2024
Eversafe Insurance Agency, Inc.
10508 Lower Azusa Rd
Suite 202
El Monte
CA
91731
Kelly Guan
(626) 821-4900
(626) 226-4014
[email protected]
Silverstone Property Management Company
388 E Valley Blvd
Ste 105
Alhambra
CA
91801
Hartford Underwriters Insurance Company
30104
Employers Preferred Insurance Company
10346
Scottsdale Indemnity Company
15580
A
Y
Y
72SBMBC3DWM
12/15/2023
12/15/2024
1,000,000
1,000,000
10,000
1,000,000
2,000,000
2,000,000
B
Y
Y
EIG2120273-10
07/01/2024
07/01/2025
1,000,000
1,000,000
1,000,000
C

PROFESSIONAL LIABILITY -

CLAIMS MADE
EKI3505800
12/15/2023
12/15/2024

EACH CLAIM
$1,000,000

GENERAL AGGREGATE
$2,000,000

RETENTION
$5,000
City of Garden Grove, its officers, officials, employees, and agents are added as additional insureds for liability arising out of work or operations performed by or on behalf of the Broker.

City of Garden Grove
11222 Acacia Pkwy
Garden Grove
CA
92840
Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 335
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

State Or Governmental Agency Or Subdivision Or Political Subdivision:

City of Garden Grove
Its officers, officials, employees, and agents
11222 Acacia Pkwy
Garden Grove, CA 92840
POLICY NUMBER: 72SBMBC3DWM COMMERCIAL GENERAL LIABILITY CG 20 12 05 09

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED – STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION – PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE

Section II – Who Is An Insured is amended to in-
clude as an insured any state or governmental agen-
cy or subdivision or political subdivision shown in the Schedule, subject to the following provisions:

1. This insurance applies only with respect to opera-
tions performed by you or on your behalf for which
the state or governmental agency or subdivision or
political subdivision has issued a permit or autho-
rization.

2. This insurance does not apply to:
a. "Bodily injury", "property damage" or "personal
and advertising injury" arising out of operations
performed for the federal government, state or
municipality; or
b. "Bodily injury" or "property damage" included
within the "products-completed operations ha-
zard".

CG 20 12 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1  Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 336
POLICY NUMBER: 72SBMBC3DWM COMMERCIAL GENERAL LIABILITY

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT

CAREFULLY

PRIMARY AND NONCONTRIBUTORY-

OTHER INSURANCE CONDITION

This endorsement modifies Insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

Name of Person or Organization:

City of Garden Grove
11222 Acacia Pkwy
Garden Grove, CA 92840

Primary And Noncontributory Insurance

This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that:
(1) The additional insured is a Named Insured under such other insurance; and
(2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured.

CG 20 01 04 13 Insurance Services Office, Inc., 2012 Docusign Envelope ID: 9B992D14-D851-4732-92F8-624B7268E1F0 337
Item 312/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

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

City Manager Dept: Public Works
Date: 9/9/2025

Subject: Award contracts to Willdan Engineering, NV5, Inc., and Accenture Infrastructure and Capital Projects, LLC, for on-call construction inspection services. (Cost: Not to exceed $400,000/per contract)(Action Item)

OBJECTIVE

To request City Council authorization to award a contract to Willdan Engineering, NV5, Inc. and Accenture Infrastructure and Capital Projects, LLC for on -call professional construction inspection services.

BACKGROUND

The City relies on construction inspection services for quality control and assurance on capital projects. Due to budget changes in prior years, the Engineering Services Division no longer employs construction inspectors. Consequently, the City uses on-call construction inspection services to ensure safety and performance of City capital projects and infrastructure investments.

DISCUSSION

The existing on-call construction inspection services contracts have reached their terms and funding limits. With consideration of the number of upcoming capital projects and identified construction inspection needs across other divisions, Engineering staff has determined that awarding three (3) on-call construction inspection services contracts is necessary to meet the increasing demand for oversight of construction activities.

Staff solicited five (5) requests for proposal to construction management firms for on -call construction inspection services and received responses from each. Staff carefully evaluated each of the proposals and determined that Willdan Engineering, NV5, Inc. and Accenture Infrastructure and Capital Projects, LLC are best suited and qualified to provide on -call construction inspection services. The following is a summary of the ratings:

338
Item 312/2025

CONSULTANT Rater
A
Rater
B
Rater
C
Rater
D Total Ranking
Accenture 162.5 182.5 124.5 182 651.5 3
Willdan 174 196 145 189.5 704.5 1
NV5 165.5 179 129 186 659.5 2
Cannon 151 182.5 120 179.5 633 4
Interwest 132.5 163 117.5 181 594 5

FINANCIAL IMPACT

There is no impact to the General Fund. The contracts are in the amount not to exceed $400,000 each. The services will be funded by budgeted capital funding for respective projects requiring inspection services.

RECOMMENDATION

It is recommended that the City Council:
 Award a contract Willdan Engineering, in the amount not to exceed $400,000 for professional construction inspection services;
 Award a contract NV5, Inc., in the amount not to exceed $400,000 for professional construction inspection services;
 Award a contract to Accenture Infrastructure and Capital Projects, LLC, in the amount not to exceed $400,000 for professional construction inspection services;
 Authorize the City Manager, or designee, to execute the contracts with Willdan Engineering, NV5, Inc., and Accenture Infrastructure and Capital Projects, LLC, and make minor modifications as appropriate thereto, on behalf of the City ; and
 Authorize the City Manager, or designee, to exercise option year amendments for each contract, on behalf of the City.

By: Mark Uphus, Senior Civil Engineer

ATTACHMENT(S)

1. Consultant Agreements: Willdan Engineering, NV5, Inc., and Accenture Infrastructure and Capital Project

339

CONSULTANT AGREEMENT
THIS AGREEMENT is made this day of 2025, by the CYTY OF GARDEN GROVE, a municipal corporation, ("CITT), and _ ., a California Corporation ("CONSULTANT").

RECITALS
The following recitals are a substantive part of this Agreement:

1. This Agreement is entered into pursuant to Garden Grove Council authorization dated

2. CFTY desires to utilize the services of CONSULTANT to provide On-Call Construction Inspection Services.

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

AGREEMENT
THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. Term of Agreement: The term of this Agreement shall cover services rendered from date of this Agreement until compensation reaches the not to exceed amount or sooner terminated per Section 3.5. There shall be an option to extend the performance period of this Agreement by an additional three option years in one-year increments, with additional compensation of $300,000 (three hundred thousand dollars) for each option year exercised. Extensions shall be executed at the sole discretion of the CH\.

2. Services to be Provided: The services to be performed by CONSULTANT shall consist of the services as further specified in CONSULTANT'S proposal attached hereto as Exhibit "A" and incorporated herein by reference. The City has further entered into a Community Workforce Agreement with the Los Anaeles/Oranae Counties Building and Construction Trades Council and the Signatory Craft Councils and Unions, which is attached hereto and incorporated herein by reference as Exhibit "B," Section 2.3fcH of which requires CONSULTANT to comply with the terms thereof. The Proposal and this Agreement do not guarantee any specific amount of work. CONSULTANT warrants that all services will be performed in a competent, professional and satisfactory manner in accordance with customary and usual practices in CONSULTANT'S profession and the standards prevalent in the industry for such services. CONSULTANT agrees that is provision of Services under this agreement shall be within accepted accordance with customary and usual practices in CONSULTANT'S profession. By executing this Agreement, CONSULTANT warrants that it has carefully considered how the work should be 1 Willdan Engineering, a California
340
performed and fully understands the facilities, difficulties, and restrictions attending performance of the work under this agreement.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 Amount. Compensation under this Agreement shall be per fee schedule included in the Proposal.

3.2 Not to Exceed. Compensation under this Agreement shall not exceed $400,000.

3.3 Payment. For work under this Agreement, payment shall be made per monthly invoice. For extra work not a part of this Agreement, a written authorization by CIT/ will be required.

3.4 Records of Expenses. CONSULTANT shall keep complete and accurate records of payroll costs, travel and incidental expenses. These records be made available at reasonable times to CIT^.

3.5 Termination. CITY and CONSULTANT shall each have the right to terminate this Agreement, without cause, by giving thirty-(30) days written notice of termination to the other party. If CITY terminates the project, then the provisions of paragraph 3 shall apply to that portion of the work completed.

4. Insurance Requirements

4.1 Commencement of Work CONSULTANT shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CHY. All insurance required by this Agreement shall contain a Statement of Obligation on the part of the carrier to notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance.

4.2 Workers Compensation Insurance For the duration of this Agreement, CONSULTANT and all subcontractors shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, agents, employees, and volunteers.

4.3 Insurance Amounts CONSULTANT shall maintain the following insurance for the duration of this Agreement:
a) Commercial general liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable); Insurance companies must be admitted and licensed in California and have a Best's Guide Rating ofA-, Class VII or better, as approved by the CITY;
341
b) Automobile liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not
acceptable) Insurance companies must be admitted and licensed in California and have a Best's Guide Rating of A-, Class VII or better, as approved by the CITY.
c) Professional liability in the amount of $1,000,000 per occurrence; 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. If the policy is written on a "claims made" basis, the policy shall be continued in full force and effect at all times during the term of the agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/consultant shall obtain continuing insurance coverage for the prior acts or omissions of professional/consultant during the course of performing services under the term of the agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended "tail" coverage with the present or new carrier.

An Additional Insured Endorsement, ongoing and completed operations, for the policy under section 4.3 (a) shall designate CITY, its officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT shall provide to Cm 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 4.3 (b) shall designate CIT/, its officers, officials, employees, agents, and volunteers as additional insureds for automobiles owned, lease, hired, or borrowed by CONSULTANT. CONSULTANT shall provide to CFTY proof of insurance and endorsement forms that conform to cn-Y's requirements, as approved by the CITY.

For any claims related to this Agreement, CONSULTANT'S insurance coverage shall be primary insurance as respects to 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 be excess of the CONSULTANT'S insurance and shall not contribute with it.

If CONSULTANT maintains higher insurance limits than the minimums shown above, CONSULTANT shall provide coverage for the higher insurance limits otherwise maintained by the CONSULTANT.

5. Non-Liabilitv of Officials and Employees of the CITY. No official or employee of CITY shall be personally liable to CONSULTANT in the event of 342
any default or breach by CITY, or for any amount, which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, in any activity pursuant to this Agreement.

7. Independent Contractor. It is understood and agreed that CONSULTANT, including CONSULTANT'S employees, shall act and be independent contractor(s) and not agent(s) or employee(s) of CIT/, and that no relationship of employer-employee exists between the parties. CONSULTANT'S assigned personnel shall not obtain or be entitled to any rights or benefits that accrue to, or are payable to, CITY employees, and CONSULTANT shall so inform each employee organization and each employee who is hired or retained under this Agreement. Cn~Y is not required to make any deductions or withholdings from the compensation payable to CONSULTANT under the provisions of this Agreement, and is not required to issue W-2 Forms for income and employment tax purposes for any of CONSULTANT'S assigned personnel.

CONSULTANT hereby expressly assumes all responsibility and liability for the payment of wages and benefits to its assigned personnel, and all related reporting and withholding obligations. CONSULTANT hereby agrees to indemnify and hold CIT^ harmless from any and all claims or liabilities that C1J\ may incur arising from any contention by any third party, including, but not limited to, any employee of CONSULTANT or any federal or state agency or other entity, that an employer-employee relationship exists by reason of this Agreement, including, without limitation, claims that CHY is responsible for retirement or other benefits allegedly accruing to CONSULTANT'S assigned personnel.

8. Compliance With Law. CONSULTANT shall comply with alt applicable laws, ordinances, codes and regulations of the federal, state and local government.

CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement, if any, to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The City makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.

9. Prevailing Wages. The CIT^ has been advised that the Prevailing Wages Law applies to the work. CONSULTANT 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 CONSULTANT provides proof of registration to the CIT/. CONSULTANT shall be responsible for CONSULTANT'S compliance in all respects with the Prevailing Wage Law, including the payment of the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the 4 343
implementing administrative regulations. CONSULTANT shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3) and 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). Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. The CFTY shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the CONSULTANT.

10. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and shall not be disclosed without authorization by CITY, unless disclosure is required by law.

11. Ownership of Work Product. All documents or other information developed or received by CONSULTANT shall be the property of CITi/. CONSULTANT shall provide CITY with copies of these items upon demand or upon termination of this Agreement.

12. Conflict of Interest and Reporting. CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.

13. Notices. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice.

These addresses shall be used for delivery of service of process. (a) Address of CONSULTANT is as follows:
2401 E. Katella Avenue Suite 300
Anaheim CA 92806
(b) Address of CITY is as follows (with a copy to):

Engineering;
City Attorney
City of Garden Grove City of Garden Grove
P.O. Box 3070 P.O. Box 3070
Garden Grove, CA 92840 Garden Grove, CA 92840

14. CONSULTANT'S Proposal. This Agreement shall include CONSULTANT'S proposal. Exhibit "A" hereto, which shall be incorporated herein. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.
344

15. Licenses, Permits and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits and licenses as may be required by this Agreement.

16. Familiarity With Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CIT»/, it shall immediately inform Cn-Y of this and shall not proceed, except at CONSULTANT'S risk, until written instructions are received from CFTY.

17. Time of Essence. Time is of the essence in the performance of this Agreement.

18. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CHY. This Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITi/ for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY. All persons engaged in the work will be considered employees of CONSULTANT. CITY will deal directly with and will make all payments to CONSULTANT.

19. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

20. Indemnification. To the fullest extent permitted by law, CONSULTANT agrees to protect, defend, and hold harmless CITY and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT'S agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement, The only exception to CONSULTANT'S responsibility to protect, defend, and hold harmless CITY, is due to the negligence, recklessness and/or wrongful conduct of CH\, or any of its elective or appointive boards, officers, agents, or employees.

This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a 345
limitation upon the amount of indemnification to be provided by CONSULTANT.

21. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY and CONSULTANT.

22. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CIT»/ and CONSULTANT.

23. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

24. Interpretation. This Agreement shall be interpreted as though prepared by both parties

25. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable. [SIGNATURES ON FOLLOWING PAGE]
346
IN WITNESS THEREOF, these parties hereto have caused this Agreement to be executed as of the date set forth opposite the respective signatures.

Dated:, 2025
"CITY"

CITY OF GARDEN GROVE
By:

City Manager
ATTEST"CONSULTANT"
City Clerk
Dated:

By:_^_^
Title: -H%L«S\CU^
,2025 Dated: ^H-ACI m>4- 5 ,2025
APPROVED AS TO FORM:

Garden Grove City Attorney
Dated: ,2025
If CONSULTANT/CONTRACTOR is a
corporation, a Corporate Resolution
and/or Corporate Seal is required. If
a partnership. Statement of
Partnership must be submitted to
CFTY
347

ACTION BY UNANIMOUS WRITTEN CONSENT OF

THE BOARD OF DIRECTORS OF

WILLDAN ENGINEERING
May 15,2024
The undersigned, constituting all of the members of the board of directors ofWilldan Engineering, acting pursuant to the authority of Corporations Code Section 307(b), hereby take the following actions by unanimous written consent:

BE IT RESOLVED, that Vanessa Munoz, President of Willdan Engineering, and Kate Nguyen, Secretary of Willdan Engineering, are authorized to execute agreements on behalf of Willdan Engineering; BE IT FURTHER RESOLVED, that this action is taken by the Board to be effective on the date first above written.

Dated: May 15,2024
Michael A. Bieber, Sole Director

ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Orange
On May 15, 2024 before me, Cathaleen D. Steele, Notary Public, personally appeared Michael A. Bieber, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal.

A^3^A^2 ^. T^NZ^t-7 (Seal)
Signature
CATHALEEN D. 5TEEIE
Notary Public - California
Orangt County c
CommlMlon »2<84408
My Comm, Expirw Apr 11. 20U
348
1 CONSULTANT AGREEMENT

THIS AGREEMENT is made this day of 2025, by the CITY OF GARDEN GROVE, a municipal corporation, (“CITY”), and ___________ ., a California Corporation (‘‘CONSULTANT”).

RECITALS

The following recitals are a substantive part of this Agreement:

1. This Agreement is entered into pursuant to Garden Grove Council authorization dated ______________

2. CITY desires to utilize the services of CONSULTANT to provide On-Call Construction Inspection Services.

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

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. Term of Agreement: The term of this Agreement shall cover services rendered from date of this Agreement until compensation reaches the not to exceed amount or sooner terminated per Section 3.5. There shall be an option to extend the performance period of this Agreement by an additional three option years in one-year increments, with additional compensation of $300,000 (three hundred thousand dollars) for each option year exercised. Extensions shall be executed at the sole discretion of the CITY.

2. Services to be Provided: The services to be performed by CONSULTANT shall consist of the services as further specified in CONSULTANT’S proposal attached hereto as Exhibit “A” and incorporated herein by reference. The City has further entered into a Community Workforce Agreement with the Los Angeles/Orange Counties Building and Construction Trades Council and the Signatory Craft Councils and Unions, which is attached hereto and incorporated herein by reference as Exhibit “B,” Section 2.3(d) of which requires CONSULTANT to comply with the terms thereof. The Proposal and this Agreement do not guarantee any specific amount of work. CONSULTANT warrants that all services will be performed in a competent, professional and satisfactory manner in accordance with customary and usual practices in CONSULTANT’s profession and the standards prevalent in the industry for such services. CONSULTANT agrees that is provision of Services under this agreement shall be within accepted accordance with customary and usual practices in CONSULTANT’S profession. By executing this Agreement, CONSULTANT warrants that it has carefully considered how the work should be NV5, Inc
349
2 performed and fully understands the facilities, difficulties, and restrictions attending performance of the work under this agreement.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 Amount. Compensation under this Agreement shall be per fee schedule included in the Proposal.

3.2 Not to Exceed. Compensation under this Agreement shall not exceed $400,000.

3.3 Payment. For work under this Agreement, payment shall be made per monthly invoice. For extra work not a part of this Agreement, a written authorization by CITY will be required.

3.4 Records of Expenses. CONSULTANT shall keep complete and accurate records of payroll costs, travel and incidental expenses. These records will be made available at reasonable times to CITY.

3.5 Termination. CITY and CONSULTANT shall each have the right to terminate this Agreement, without cause, by giving thirty-(30) days written notice of termination to the other party. If CITY terminates the project, then the provisions of paragraph 3 shall apply to that portion of the work completed.

4. Insurance Requirements

4.1 Commencement of Work CONSULTANT 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 notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance.

4.2 Workers Compensation Insurance For the duration of this Agreement, CONSULTANT and all subcontractors shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, agents, employees, and volunteers.

4.3 Insurance Amounts CONSULTANT shall maintain the following insurance for the duration of this Agreement:

a) Commercial general liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable); Insurance companies must be admitted and licensed in California and have a Best’s Guide Rating of A-, Class VII or better, as approved by the CITY;

350
3 b) Automobile liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not
acceptable) Insurance companies must be admitted and licensed in California and have a Best’s Guide Rating of A-, Class VII or better, as approved by the CITY.

c) Professional liability in the amount of $1,000,000 per occurrence; 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. If the policy is written on a “claims made” basis, the policy shall be continued in full force and effect at all times during the term of the agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/consultant shall obtain continuing insurance coverage for the prior acts or omissions of professional/consultant during the course of performing services under the term of the agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended “tail” coverage with the present or new carrier.

An Additional Insured Endorsement, ongoing and completed operations, for the policy under section 4.3 (a) shall designate CITY, its officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT 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 4.3 (b) shall designate CITY, its officers, officials, employees, agents, and volunteers as additional insureds for automobiles owned, lease, hired, or borrowed by CONSULTANT. CONSULTANT shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

For any claims related to this Agreement, CONSULTANT’s insurance coverage shall be primary insurance as respects to 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 be excess of the CONSULTANT’s insurance and shall not contribute with it.

If CONSULTANT maintains higher insurance limits than the minimums shown above, CONSULTANT shall provide coverage for the higher insurance limits otherwise maintained by the CONSULTANT.

5. Non-Liability of Officials and Employees of the CITY. No official or employee of CITY shall be personally liable to CONSULTANT in the event of 351
4 any default or breach by CITY, or for any amount, which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, in any activity pursuant to this Agreement.

7. Independent Contractor. It is understood and agreed that CONSULTANT, including CONSULTANT’s employees, shall act and be independent contractor(s) and not agent(s) or employee(s) of CITY, and that no relationship of employer-employee exists between the parties. CONSULTANT’s assigned personnel shall not obtain or be entitled to any rights or benefits that accrue to, or are payable to, CITY employees, and CONSULTANT shall so inform each employee organization and each employee who is hired or retained under this Agreement. CITY is not required to make any deductions or withholdings from the compensation payable to CONSULTANT under the provisions of this Agreement, and is not required to issue W-2 Forms for income and employment tax purposes for any of CONSULTANT’s assigned personnel.

CONSULTANT hereby expressly assumes all responsibility and liability for the payment of wages and benefits to its assigned personnel, and all related reporting and withholding obligations. CONSULTANT hereby agrees to indemnify and hold CITY harmless from any and all claims or liabilities that CITY may incur arising from any contention by any third party, including, but not limited to, any employee of CONSULTANT or any federal or state agency or other entity, that an employer-employee relationship exists by reason of this Agreement, including, without limitation, claims that CITY is responsible for retirement or other benefits allegedly accruing to CONSULTANT’s assigned personnel.

8. Compliance With Law. CONSULTANT shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government.

CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement, if any, to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The City makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.

9. Prevailing Wages. The CITY has been advised that the Prevailing Wages Law applies to the work. CONSULTANT 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 CONSULTANT provides proof of registration to the CITY. CONSULTANT shall be responsible for CONSULTANT's compliance in all respects with the Prevailing Wage Law, including the payment of the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the 352
5 implementing administrative regulations. CONSULTANT shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3) and 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). Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. The CITY shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the CONSULTANT.

10. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and shall not be disclosed without authorization by CITY, unless disclosure is required by law.

11. Ownership of Work Product. All documents or other information developed or received by CONSULTANT shall be the property of CITY. CONSULTANT shall provide CITY with copies of these items upon demand or upon termination of this Agreement.

12. Conflict of Interest and Reporting. CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.

13. Notices. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice.

These addresses shall be used for delivery of service of process.

(a) Address of CONSULTANT is as follows:

_________
_________
_________
_________

(b) Address of CITY is as follows (with a copy to):

Engineering:

City Attorney
City of Garden Grove City of Garden Grove
P.O. Box 3070 P.O. Box 3070
Garden Grove, CA 92840 Garden Grove, CA 92840

14. CONSULTANT’S Proposal. This Agreement shall include CONSULTANT’S proposal, Exhibit “A” hereto, which shall be incorporated herein. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.

133 Technology Drive, Suite 200
Irvine, CA 92618
353
6 15. Licenses, Permits and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits and licenses as may be required by this Agreement.

16. Familiarity With Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CITY, it shall immediately inform CITY of this and shall not proceed, except at CONSULTANT’S risk, until written instructions are received from CITY.

17. Time of Essence. Time is of the essence in the performance of this Agreement.

18. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CITY. This Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY. All persons engaged in the work will be considered employees of CONSULTANT. CITY will deal directly with and will make all payments to CONSULTANT.

19. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

20. Indemnification. To the fullest extent permitted by law, CONSULTANT agrees to protect, defend, and hold harmless CITY and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT'S agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT'S responsibility to protect, defend, and hold harmless CITY, is due to the negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees.

This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a 354
7 limitation upon the amount of indemnification to be provided by CONSULTANT.

21. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY and CONSULTANT.

22. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY and CONSULTANT.

23. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

24. Interpretation. This Agreement shall be interpreted as though prepared by both parties

25. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable.

[SIGNATURES ON FOLLOWING PAGE]

355
8 IN WITNESS THEREOF, these parties hereto have caused this Agreement to be executed as of the date set forth opposite the respective signatures.

“CITY”

CITY OF GARDEN GROVE
Dated: , 2025 By:

City Manager
ATTEST "CONSULTANT"

By:

City Clerk Title:

Dated: , 2025 Dated: , 2025

APPROVED AS TO FORM:

If CONSULTANT/CONTRACTOR is a
corporation, a Corporate Resolution
and/or Corporate Seal is required. If
a partnership, Statement of
Partnership must be submitted to
CITY
Garden Grove City Attorney
Dated: , 2025

Executive Vice President/COO
August 11
356
1 CONSULTANT AGREEMENT

THIS AGREEMENT is made this day of 2025, by the CITY OF GARDEN GROVE, a municipal corporation, (“CITY”), and ___________ ., a California Corporation (‘‘CONSULTANT”).

RECITALS

The following recitals are a substantive part of this Agreement:

1. This Agreement is entered into pursuant to Garden Grove Council authorization dated ______________

2. CITY desires to utilize the services of CONSULTANT to provide On-Call Construction Inspection Services.

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

AGREEMENT

THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. Term of Agreement: The term of this Agreement shall cover services rendered from date of this Agreement until compensation reaches the not to exceed amount or sooner terminated per Section 3.5. There shall be an option to extend the performance period of this Agreement by an additional three option years in one-year increments, with additional compensation of $300,000 (three hundred thousand dollars) for each option year exercised. Extensions shall be executed at the sole discretion of the CITY.

2. Services to be Provided: The services to be performed by CONSULTANT shall consist of the services as further specified in CONSULTANT’S proposal attached hereto as Exhibit “A” and incorporated herein by reference. The City has further entered into a Community Workforce Agreement with the Los Angeles/Orange Counties Building and Construction Trades Council and the Signatory Craft Councils and Unions, which is attached hereto and incorporated herein by reference as Exhibit “B,” Section 2.3(d) of which requires CONSULTANT to comply with the terms thereof. The Proposal and this Agreement do not guarantee any specific amount of work. CONSULTANT warrants that all services will be performed in a competent, professional and satisfactory manner in accordance with customary and usual practices in CONSULTANT’s profession and the standards prevalent in the industry for such services. CONSULTANT agrees that is provision of Services under this agreement shall be within accepted accordance with customary and usual practices in CONSULTANT’S profession. By executing this Agreement, CONSULTANT warrants that it has carefully considered how the work should be Accenture Infrastructure and Capital Projects, LLC.,
a California Corporation ("CONSULTANT").
357
2 performed and fully understands the facilities, difficulties, and restrictions attending performance of the work under this agreement.

3. Compensation. CONSULTANT shall be compensated as follows:

3.1 Amount. Compensation under this Agreement shall be per fee schedule included in the Proposal.

3.2 Not to Exceed. Compensation under this Agreement shall not exceed $400,000.

3.3 Payment. For work under this Agreement, payment shall be made per monthly invoice. For extra work not a part of this Agreement, a written authorization by CITY will be required.

3.4 Records of Expenses. CONSULTANT shall keep complete and accurate records of payroll costs, travel and incidental expenses. These records will be made available at reasonable times to CITY.

3.5 Termination. CITY and CONSULTANT shall each have the right to terminate this Agreement, without cause, by giving thirty-(30) days written notice of termination to the other party. If CITY terminates the project, then the provisions of paragraph 3 shall apply to that portion of the work completed.

4. Insurance Requirements

4.1 Commencement of Work CONSULTANT 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 notify the CITY of any material change, cancellation, or termination at least thirty (30) days in advance.

4.2 Workers Compensation Insurance For the duration of this Agreement, CONSULTANT and all subcontractors shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, agents, employees, and volunteers.

4.3 Insurance Amounts CONSULTANT shall maintain the following insurance for the duration of this Agreement:

a) Commercial general liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable); Insurance companies must be admitted and licensed in California and have a Best’s Guide Rating of A-, Class VII or better, as approved by the CITY;

358
3 b) Automobile liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not
acceptable) Insurance companies must be admitted and licensed in California and have a Best’s Guide Rating of A-, Class VII or better, as approved by the CITY.

c) Professional liability in the amount of $1,000,000 per occurrence; 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. If the policy is written on a “claims made” basis, the policy shall be continued in full force and effect at all times during the term of the agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/consultant shall obtain continuing insurance coverage for the prior acts or omissions of professional/consultant during the course of performing services under the term of the agreement. The coverage shall be evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended “tail” coverage with the present or new carrier.

An Additional Insured Endorsement, ongoing and completed operations, for the policy under section 4.3 (a) shall designate CITY, its officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT 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 4.3 (b) shall designate CITY, its officers, officials, employees, agents, and volunteers as additional insureds for automobiles owned, lease, hired, or borrowed by CONSULTANT. CONSULTANT shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY.

For any claims related to this Agreement, CONSULTANT’s insurance coverage shall be primary insurance as respects to 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 be excess of the CONSULTANT’s insurance and shall not contribute with it.

If CONSULTANT maintains higher insurance limits than the minimums shown above, CONSULTANT shall provide coverage for the higher insurance limits otherwise maintained by the CONSULTANT.

5. Non-Liability of Officials and Employees of the CITY. No official or employee of CITY shall be personally liable to CONSULTANT in the event of 359
4 any default or breach by CITY, or for any amount, which may become due to CONSULTANT.

6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, in any activity pursuant to this Agreement.

7. Independent Contractor. It is understood and agreed that CONSULTANT, including CONSULTANT’s employees, shall act and be independent contractor(s) and not agent(s) or employee(s) of CITY, and that no relationship of employer-employee exists between the parties. CONSULTANT’s assigned personnel shall not obtain or be entitled to any rights or benefits that accrue to, or are payable to, CITY employees, and CONSULTANT shall so inform each employee organization and each employee who is hired or retained under this Agreement. CITY is not required to make any deductions or withholdings from the compensation payable to CONSULTANT under the provisions of this Agreement, and is not required to issue W-2 Forms for income and employment tax purposes for any of CONSULTANT’s assigned personnel.

CONSULTANT hereby expressly assumes all responsibility and liability for the payment of wages and benefits to its assigned personnel, and all related reporting and withholding obligations. CONSULTANT hereby agrees to indemnify and hold CITY harmless from any and all claims or liabilities that CITY may incur arising from any contention by any third party, including, but not limited to, any employee of CONSULTANT or any federal or state agency or other entity, that an employer-employee relationship exists by reason of this Agreement, including, without limitation, claims that CITY is responsible for retirement or other benefits allegedly accruing to CONSULTANT’s assigned personnel.

8. Compliance With Law. CONSULTANT shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government.

CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement, if any, to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The City makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.

9. Prevailing Wages. The CITY has been advised that the Prevailing Wages Law applies to the work. CONSULTANT 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 CONSULTANT provides proof of registration to the CITY. CONSULTANT shall be responsible for CONSULTANT's compliance in all respects with the Prevailing Wage Law, including the payment of the prevailing wage rates to all the laborers involved, and with California Labor Code Section 1770 et seq., including the keeping of all records required by the provisions of Labor Code Section 1776 and the 360
5 implementing administrative regulations. CONSULTANT shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3) and 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). Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. The CITY shall be a third party beneficiary of the forgoing covenant with rights to enforce the same as against the CONSULTANT.

10. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and shall not be disclosed without authorization by CITY, unless disclosure is required by law.

11. Ownership of Work Product. All documents or other information developed or received by CONSULTANT shall be the property of CITY. CONSULTANT shall provide CITY with copies of these items upon demand or upon termination of this Agreement.

12. Conflict of Interest and Reporting. CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.

13. Notices. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice.

These addresses shall be used for delivery of service of process.

(a) Address of CONSULTANT is as follows:

_________
_________
_________
_________

(b) Address of CITY is as follows (with a copy to):

Engineering:

City Attorney
City of Garden Grove City of Garden Grove
P.O. Box 3070 P.O. Box 3070
Garden Grove, CA 92840 Garden Grove, CA 92840

14. CONSULTANT’S Proposal. This Agreement shall include CONSULTANT’S proposal, Exhibit “A” hereto, which shall be incorporated herein. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.

300 Spectrum Center Dr. 14th Floor
Irvine, CA 92618
361
6 15. Licenses, Permits and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits and licenses as may be required by this Agreement.

16. Familiarity With Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CITY, it shall immediately inform CITY of this and shall not proceed, except at CONSULTANT’S risk, until written instructions are received from CITY.

17. Time of Essence. Time is of the essence in the performance of this Agreement.

18. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of CONSULTANT, its principals and employees were a substantial inducement for CITY to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CITY. This Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY. All persons engaged in the work will be considered employees of CONSULTANT. CITY will deal directly with and will make all payments to CONSULTANT.

19. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.

20. Indemnification. To the fullest extent permitted by law, CONSULTANT agrees to protect, defend, and hold harmless CITY and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT'S agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT'S responsibility to protect, defend, and hold harmless CITY, is due to the negligence, recklessness and/or wrongful conduct of CITY, or any of its elective or appointive boards, officers, agents, or employees.

This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a 362
7 limitation upon the amount of indemnification to be provided by CONSULTANT.

21. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY and CONSULTANT.

22. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY and CONSULTANT.

23. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.

24. Interpretation. This Agreement shall be interpreted as though prepared by both parties

25. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable.

[SIGNATURES ON FOLLOWING PAGE]

363
8 IN WITNESS THEREOF, these parties hereto have caused this Agreement to be executed as of the date set forth opposite the respective signatures.

“CITY”

CITY OF GARDEN GROVE
Dated: , 2025 By:

City Manager
ATTEST "CONSULTANT"

By:

City Clerk Title:

Dated: , 2025 Dated: , 2025

APPROVED AS TO FORM:

If CONSULTANT/CONTRACTOR is a
corporation, a Corporate Resolution
and/or Corporate Seal is required. If
a partnership, Statement of
Partnership must be submitted to
CITY
Garden Grove City Attorney
Dated: , 2025

Senior Vice President
August 28
364
Item 257/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

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

City Manager Dept: Public Works
Date: 9/9/2025

Subject: Award a contract to Best Contracting Services, Inc. for the roof replacement at the Community Meeting Center and H. Louis Lake Senior Center building located at 11300 Stanford Avenue, Garden Grove. (Cost: $614,750) (Action Item)

OBJECTIVE

For the City Council to award a contract to Best Contracting Services, Inc. , for the roof replacement at the Community Meeting Center and H. Louis Lake Senior Center building located at 11300 Stanford Avenue, 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. This assessment forecasts the useful lifecycle, as well as costs of our building’s repair and maintenance needs. Additionally, the assessment captured current building deficiencies and categorized them by Safety, Performance Integrity, Accessibility, Environmental, Retrofit Adaptation and Life cycle Renewal. These categories are the primary reason or rationale for replacement, repair, or corrective action.

DISCUSSION

Based on performance integrity information provided in the FCA, and our 2024 -25 Capital Improvement Plan, staff recommends repla cement of the roof at the Community Meeting Center and H. Louis Lake Senior Center building. The roof has reached the end of its useful service life and qualifies for replacement.

Specifications were generated and submitted for bid (IFB S-1372). Results shown below reflect the three (3) lowest bids:

Best Contracting Services Inc. $614,750
Southland Roofing Inc. $640,000
McDonnell Roofing Inc. $645,689
365
Item 257/2025

FINANCIAL IMPACT

The cost of the contract with Best Contracting Services, Inc. to replace the r oof at the Community Meeting Center and H. Louis Lake Senior Center is $614,750. This funding has been incorporated into the City’s adopted Fiscal Year 2025-26 Building Rehabilitation Fund.

RECOMMENDATION

It is recommended that the City Council:

 Award a contract in the amount of $614,750 to Best Contracting Services, Inc., for replacement of the roof at the Community Meeting Center and H. Louis Lake Senior Center building located at 11300 Stanford Avenue, Garden Grove; and
 Authorize the City Manager, or designee, to execute an agreement with Best Contracting Services , Inc. , and make minor modifications as appropriate thereto, on behalf of the City.

By: Phillip Carter, Facilities Manager

ATTACHMENT(S)

1. Agreement

366
SECTION 4 - AGREEMENT

PROJECT AGREEMENT

THIS AGREEMENT is made this ___ day of ______________, 2025, by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY"), and Best Contracting 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 Furnish All Labor, Material and Equipment for the City of Garden Grove Community Meeting/Senior Center Roof Project, per the bid specifications and IFB S-1372.

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 Six Hundred Fourteen Thousand Seven Hundred Fifty dollars ($614,750.00), payable in arrears and in accordance with Scope of Work (Attachment “A”) and Bid Proposal (Attachment “B”), which are attached and are hereby incorporated by reference.

Payment for work under this Agreement shall be made per invoice or request for work completed subject to Sectio n 4.11 hereof. All work shall be in accordance with Bid No. S-1372.

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 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 fo rce and effect as if the same were set 367
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 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, 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 Furnish All Labor, Material and Equipment for the City of Garden Grove Community Meeting/Senior Center Roof Project, 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 Furnish All Labor, Material and Equipment for the City of Garden Grove Community Meeting/Senior Center Roof Project, 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.

368

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

Contractor has forty (40) working days to complete the work but this may be extended with prior approval in writin g from the project manager only. This agreement may be terminated by the CITY without cause. CONTRACTOR agrees 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 CONTRA CTOR'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 excu sed 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 CO NTRACTOR and beyond CONTRACTOR'S reasonable control.

City shall extend the time fixed in Sectio n 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.

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.
369

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 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.

4.9.5 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 370
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. 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 CONT RACTOR 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.

371
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.

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 ensure 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 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 portion 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.

372

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 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 this 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, 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 Standard s 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 REGISTRATION; 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.
373

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 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 California 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 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 insuranc e as respects CITY, its officers, officials, employees, agents, and volunteers. Any insurance or self- insurance maintained by the CITY, i ts officers, officials, employees, 374
agents, or volunteers shall by exce ss of the CONTRACTOR’S insurance and shall not contribute with it.

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 ma de and modified occurrence policies are not acceptable).

4.16.5 COMMENCEMENT OF WORK. CONTRACTOR shall not commence work under this Agreement until all certif icates 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 notify 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 liability in an am ount 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.

375
(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 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 permits 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. CONTRACTOR 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 insuranc e requirements, CONTRACTOR shall provide coverage under the excess liab ility policy in 4.16.6 (c). Policy must be a follows form excess/u mbrella 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 insuranc e 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 CONT RACTOR’s insurance and shall not contribute with it.
376
If CONTRACTOR maintains higher in surance limits than the minimums shown above, CONTRACTOR shall provide coverage for the higher insurance limits otherwise maintained by the CONTRACTOR.

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 notice (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.
377

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.

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 fails 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 CONTRACTOR'S obligations under this clause are in addition to the CONTRACTOR'S other express or implie d 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
C i t y A t t o r n e y
11222 Acacia Parkway
Garden Grove, California 92840

To CONTRACTOR: Best Contracting Services, Inc.

Attention: Sean Tabazadeh, CEO/Secretary
19027 S. Hamilton Avenue
Gardena, CA 90248

(Agreement Signature Block on Next Page)
378
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"
Best Contracting Services, Inc.

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

379

ATTACHMENT “A”
IFB NO. S-1372

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 City of Garden Grove Community
Meeting/Senior Center Roof Project.

In addition to this Attachment “A”, the Submittal
Documents for this project can be found on the City’s Planet Bids portal under the “Documents” tab.

380

ATTACHMENT “A”
IFB S-1372

SCOPE OF WORK/BID SPECIFICATIONS

Furnish All Labor, Material and Equipment for the Garden Grove Community Meeting / Senior Center Roof Project, per the bid specifications

Project Locations: The Garden Grove Community Meeting Center and the Garden Grove Senior Center are both located at 11300 Stanford Avenue, Garden Grove, CA 92840.

Time Frame to Complete the Job:

Forty (40) 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.

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 381
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 pr oposed 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 th at 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 sub stitution 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 pr oject 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 ma de 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 register ed 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 th e 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.

382
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.

383
)25

SUBMITTAL

DOCUMENTS

ROOF REPLACEMENT
2)
City of Garden Grove
Community Meeting / Senior Center
Entire Building
Garden Grove, CA
Prepared For:

Phil Carter
City of Garden Grove
email: [email protected]
phone: (714) 335-6949
Date Prepared: 4/22/2025
Date Inspected: 3/21/2025
Project ID:

Existing Roof: Wood Deck/ Built-Up - Smooth/
Granule Roof
Proposed System: I-1B-16-30-A
Design Considerations:
• 40 Year NDL Warranty
• UL Class A
• FM 1-90 (45 psf) Design Pressure
• Title 24 Compliant Reflective Surface Coating
3URYLGHG%\

Removal of the existing roof and any roof deck insulation which may be present. Install Polyiso Insulation, DensDeck, WeatherWeld 1B-16-30 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.

Technical Contact: Kody Berry
Phone: (909)-477-1842
Email: [email protected]
:HDWKHU:HOG  A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440- 3224
[email protected]
Design Contact: Robert Weygant
Phone: (951) 655-0537
Email: [email protected]
384
Scope of Work
Overview
PROJECT LOCATION: 11300 Stanford Ave, Garden Grove, CA 92840, USA Garden Grove, CA 92840
Entire Building
WEATHERWELD SYSTEM: I-1B-16-30-A
EXISTING CONDITIONS: Wood Deck/ Built-Up - Smooth/Granule Roof SYSTEM OVERVIEW: Removal of the existing roof and any roof deck insulation which may be present. Install Polyiso Insulation, DensDeck, WeatherWeld 1B-16-30 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: In accordance with the requirements of Climate Zone 8, the total roof- ceilingthermal value must exceed R-17 with a Minimum R-10insulation located above the roof deck.

Materials

WEATHERWELD MEMBRANE
WeatherWeld Emulsion: 30 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: G2 Base Sheet

INSULATION
Insulation: Polyiso
Substrate / Cover Board: DensDeck Prime

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: Adhere Base Sheet to substrate with specified base sheet adhesive.

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 this 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
385
General Information

1.0 PROCEDURE
A. Remove existing roof(s) and insulation to entirely expose the roof deck.

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

C. Install Insulation with approved fasteners, or adhesive (optional) over concrete decks.

D. Install cover board with approved adhesive.

E. Install base sheet with approved adhesive.

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

G. Install Flashings and Accessories.

H. Install Walkway pads or anti-Skid Traffic Coating (where specified by owner).

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. 386
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 down to the roof deck, all roofing and insulation materials.

B. Remove all damaged roof flashings at curbs and parapet walls.

C. Remove all existing flashings at roof drains and penetrations.

D. Where roof removal / demolition creates 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. Repair all defects such as deteriorated roof decks, 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.
387
Roof System Installation

1.0 INSULATION
A. Install base layer of insulation with approved fasteners and subsequent layers of insulation with approved adhesive. Where application is over a concrete deck, insulation may optionally be adhered.

B. Where multiple layers of insulation are to be installed, they may be simultaneously fastened.

C. Install tapered insulation and/or crickets under areas of roofing to ensure no ponding water is present upon completion.

D. Install cover board with approved adhesive.

2.0 BASE SHEET
A. Install base sheet with a minimum 4 inch (103mm) head lap and minimum 6 inch (152mm) side lap.

B. Extend base sheet beyond cant strips and terminate at the top of all base flashings.

C. Attach base sheet to coverboard with base sheet adhesive.

3.0 WEATHERWELD SEAMLESS COMPOSITE MEMBRANE
A. Coverage Rates:

1. 30 Gallons / 100 square feet of WeatherWeld Emulsion.

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

B. Installation

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

2. Spray apply membrane to encapsulate the entire roof area.

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.
388
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. 389
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 PIPES 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. 390
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. 391
I-1B-16-30-A
Title 24 Compliant
Acrylic Top Coating
Acrylic Base Coating
Reinforced Emulsion
Membrane
UL G2 Base Sheet
DensDeck Prime Cover
Board
Rigid Polyisocyanurate
Insulation Board
Approved Roof Deck
ᅛ 40 Year NDL Warranty
ᅛ CA Title 24 Compliant
ᅛ Seamless Membrane
ᅛ Patented Technology
ᅛ UL Class A
ᅛ Replacement
ᅛ New Construction
ᅛ Insulated
WeatherWeld I-1B-16-30-A is a completely seamless insulated roof system designed for installation over all approved roof deck types, or to recover and enhance existing approved roof systems.

WeatherWeld is engineered to be the strongest roof system on the market.

WeatherWeld 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.

WeatherWeld water based emulsion, sprayed with intertwined fiberglass creates a virtually impenetrable membrane.

MATERIALS SYSTEM PROPERTIES
Insulation/Cover Board: Adhered or Fastened
• Insulation: Polyisocy anurate - R Value as Required
• Cover Board: 1/2” DensDeck Prime (Adhered)
Base/Anchor Sheet: Adhered
• Base Sheet: 1 Layer - UL G2, Fiberglass Reinforced
Reinforced Membrane: Spray Applied
• Emulsion: 30 Gal. - WeatherWeld Asphalt Emulsion
• Fiberglass: 16 Lbs. - WeatherWeld Fiberglass Roving
Reflective Roof Coating: Spray Applied
• Base Coat 1.5 Gal. WeatherWeld Base Coat
• Top Coat 1.5 Gal. WeatherWeld Title 24 Top Coat
or
• Aluminum Coating: 2 Gal. WeatherWeld Aluminum Coating Accessory Products:
• Self Adhering Membrane: WeatherWeld SA Membrane
• Asphalt Primer: ASTM D312 Water Based Asphalt Primer
Coverage rates listed are per 100 square feet of applied membrane.

WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440-3224 Property Value Standard
Performance
Weight Per Sq. Ft.  /EV
 .J

Thickness:  PLO

PP
')7
Tensile Strength:  SVL
N1P
ASTM D2370
Elongation:  ASTM D4830
Puncture Resistance:  /EV ASTM D4830
Water Absorption:  0D[LPXP
E\ :HLJKW
ASTM D570
Fire Rating: 8/ &ODVV $ $VVHPEO\ ASTM E84
Reflectivity - CA Title 24*
SRI:  
 DIWHU  <HDUV As Calculated
Solar Reflectance:    DIWHU  <HDUV ASTM C1549 Thermal Emittance:   
 DIWHU  <HDUV ASTM C1371
*Based upon application with WeatherWeld Cool Roof Coating ** Roof membrane weight. Contact WeatherWeld for total system weight including insulation and coverboard.

Title
24 Compliant
Acrylic Top Coating
Acrylic Base Coating
Reinforced Emulsion
Membrane
UL
G2
Base Sheet
DensDeck Prime Cover
Board
Rigid Polyisocyanurate
Insulation Board
Approved Roof Deck
I-
1B
-
16 -
30 -A
392

OVERVIEW
Installation of the WeatherWeld system is a simple 5 step process:

1. Prepare surfaces, seams, walls, flashings, drains, and penetrations.

2. Install Insulation and G2 base sheet.

3. Spray apply WeatherWeld reinforced membrane.

4. Spray apply reflective acrylic coating system.

5. Install flashings and roof accessories.

Contact WeatherWeld representative for final inspection.

PREPARATION
• Prior to installation, ensure that adhesion testing was conducted in accordance with WeatherWeld adhesion testing procedures to verify a minimum adhesion strength of four (4) pounds per linear inch (pli) to the applicable substrates. When calculating material requirements for a particular project, consideration must be given to applicator variance and surface texture.
• Confirm local water run-off ordinances and restrictions prior to cleaning roof. • Pressure wash all surfaces receiving WeatherWeld to remove all dust, dirt, debris and other foreign contaminants.
• If the roof surface becomes contaminated with dirt, dust, or other particles at any time during the application of the WeatherWeld system, cleaning measures must be taken to restore the surface to a suitable condition. • Ensure roof is dry prior to application.

INSULATION INSTALLATION
• Install insulation in accordance with the insulation manufacturers requirements.
• Depending on deck type, insulation may be mechanically attached or adhered.
• Attach insulation with a fastening or adhesive pattern capable of achieving a 45 psf (FM 1-90) wind uplift rating.

I-1B-16-30-A

5. Expansion Joints.

6. Sheetmetal Ducts and Seals.

7. Electrical Enclosures and Conduits.

8. Transition Flashings.

9. Any other item that may affect the watertightness of the Roof.

ROOF ACCESSORIES (INSTALLED AFTER COATING SYSTEM)
• Walkway Pads or Non-Slip Walking Surface
• Polymer Pipe Supports, Storm Collars on Pipes, Drain Rings and Screens • Coping Caps and Flashings
• Access Hatches and Ladders

INSPECTION
• Inspect entire roof area and touch-up deficient areas with WeatherWeld or reflective coating as necessary to ensure complete and uniform coverage.

Special attention should be given to critical areas of roof, including roof penetrations, transitions, existing membrane seams, flashings, and drains.

LIMITATIONS
• These are general guidelines for application of the WeatherWeld Seamless Roof System. The material requirements may vary depending on the specific job requirements. If unusual conditions exist, contact your local WeatherWeld Representative.
• WeatherWeld Seamless Roof Systems must be applied to structurally sound substrates and properly prepared surfaces. All surfaces must be clean and dry before application of coatings. WeatherWeld Seamless Roof Systems must not be applied over wet insulation or roofing materials. Failure of the substrate does not constitute failure of the WeatherWeld coating or system. • WeatherWeld Seamless Roof Systems are designed for use on roofs with positive drainage.

1. Do not begin when rain or other conditions such as fog or heavy • Enhance insulation attachment at perimeter and corner zones in accordance with ASCE 7-16. dew are possible within a 48-hour period. 2. Surfaces must be at least 6° F (3° C) above the dew point, and BASE SHEET INSTALLATION• Install mineral-surfaced cap sheet inverted, lapping 2”on side laps and 4”at rising. Surfaces must be clean before application of product. Care must be taken to ensure that debris accumulation after original cleaning does not interfere with any stage of application. If either end laps using approved fasteners.
• Install base sheet, lapping 2”on center
fasteners.
and 4”at end laps using approved
condition occurs, additional cleaning may be required.

3. Drying time is affected by numerous factors, including temperature, direct sunlight, relative humidity, air movement, • Installation pattern must meet FM 1-90 wind uplift requirements.

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

1. Asphalt Emulsion: 30 gal. per 100 square feet (12.2 L/m2). thickness, etc. Higher temperature and/or humidity will result in faster cure times. Lower temperature and/or humidity may extend cure times.

4. Deviations from these application guidelines and specific material requirements may adversely affect the roofing system

1. Fiberglass Roving: 16 lb. per 100 square feet (0.78 Kg/m2). • DO NOT DILUTE. No water or filler material may be added to the emulsion to performance and are strictly prohibited. 5. Applicator must comply with all applicable local, state, and federal thin or extend pot life.
• Fiberglass must be disbursed from the applicator in varying intertwined lengths, up to 24 inches (610mm).
• Thoroughly mix fiberglass and emulsion prior to application on roof surface. • Loose strands must be brushed by hand, removed or filled with emulsion to create a solid surface. • Upon completion, no area may be less than 250 mil dry film thickness (DFT). regulations if asbestos, lead-based paint or other hazardous materials are encountered.

WEATHER RESTRICTIONS
• Do not attempt application if ice, snow, moisture, or dew is present. Ambient temperature must be 50°F (10°C) and rising through the day. Restrict application when overnight temperature drops below 40°F (4.4°C). Cooler temperatures will negatively impact the properties of the system. Contact • Install additional material at all roof flashings, 500 mils (DFT) of WeatherWeld composite installed, extending 24” in each direction prior to completion of the project.
• Areas where application exceeds 500 mils wet, such as base flashings and penetrations, brush by hand to prevent surface crazing. your WeatherWeld Representative for proper cold weather applications. • Do not attempt application if moisture or dew is present. Ambient temperature must be less than 110°F (43°C). Contact WeatherWeld Representative for proper hot weather application

STORAGE

REFLECTIVE COATING INSTALLATION
• Prior to coating application, wash the roof surface with water. • Do not continue until all surfaces have thoroughly dried, confirmed by a reading of zero on a calibrated moisture meter.

1. Acrylic Base Coating: Apply Base Coating at 1 1/2 gal. per 100 square feet (0.6 L/m2).

2. Acrylic Top Coating: Apply Reflective Top Coating at 1 1/2 gal. per 100 square feet (0.6 L/m2).
or

3. (Alternate) Aluminum Coating: Apply Reflective Coating at 2 gal. per 100 square feet (0.8 L/m2).

FLASHINGS
• All flashings must have 500 mills DFT of WeatherWeld Composite installed extending 24” in each direction.
• The following items are required to be in watertight condition for a WeatherWeld warranty to be issued for the project:

1. Drains and Scuppers.

2. Sheetmetal Copings and Counter-Flashings.

3. Perimeter and Edge Flashings.

4. Equipment Platforms and Sheetmetal Pans.
• WeatherWeld should be stored in a shaded ventilated area under a tarp. Do not store in direct sunlight. Storage temperature must range from 60-80°F (15°C to 26°C). Indoor ventilated storage is recommended when ambient temperature is below 60°F (15°C) or above 80°F (26°C).

WARRANTY
• 40-year Warranty: a written leak free guarantee that covers against roof leaks for 40 years.
• Owner responsible for ensuring roof drains stay clear, and facilitating WeatherWeld roof inspections.

REQUIRED EQUIPMENT
• Graco 1017 roof pump with 500’ 1”SAE hydraulic hose.
• Towable air compressor
• 500 feet of 1/2 inch air hose.
• Emulsion tanker (delivered to jobsite).
• WeatherWeld 3D roof printer (rented from WeatherWeld on a per job basis). • Pressure washer.
• Water hose and water source (enough length to wrap around building). • Wet mil gauge.
• General Personal Protection Equipment (PPE).
• General carpentry, roofing and sheet metal tools.

Seamless, Secure, WeatherWeld - A Division of Liquiform Technologies Inc. 9757 7th St. #803 Rancho Cucamonga, CA 91730 | (888) 440-3224 | [email protected] | (888) 440- 3224 393
Detail Drawings
຅ 6\VWHP2YHUYLHZ
຅ )ODW(GJH
຅ *XWWHU(GJH5HWURILW
຅ *UDYHO6WRS(GJH
຅ &RSLQJ&DS
຅ 6XUIDFH5HJOHW
຅ &XW5HJOHW
຅ 6FXSSHU
຅ 6NLUW)ODVKLQJ
຅ :DOO([SDQVLRQ-RLQW
຅ 
6NLUWHG&RSLQJ
຅ )LHOG([SDQVLRQ-RLQW
຅ (TXLSPHQW&XUE
຅ &XUE6N\OLJKW
຅ 0RGOLQH
຅ 9HQW3LSH
຅ 'UDLQ
຅ 6DIHW\$QFKRU
394

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE

SHEET ADHESIVE
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF

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

MEMBRANE

DRIP EDGE METAL
(MIN. 0.045")
1"
[26mm]

CLEAT FASTENED
EVERY 8" [203mm)
6" =1 ' -0"
3/26/25
TBD
MJ
RW
201

EDGE FLASHING
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

I-1B-16-30-A
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE SHEET

ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com

SYSTEM OVERVIEW
101
RW
MJ
3/26/25
NTS
395

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE

SHEET ADHESIVE
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF

SUBSTRATE
3"
[76mm]
3"
[76mm]

WEATHERWELD

SELF ADHERING

MEMBRANE

GRAVEL STOP

DRIP EDGE METAL
(MIN. 0.045")
1"
[26mm]

CLEAT FASTENED
EVERY 8" [203mm)
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

EDGE TERMINATION W/ GRAVEL STOP
207
RW
MJ
TBD
3/26/25
NTS

APPROVED SUBSTRATE BOARD
[76mm]
[76mm]

PRE-FABRICATED GUTTER
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.

GUTTER EDGE FLASHING - RETROFIT
205
RW
MJ
TBD
3/26/25
NTS
396

APPROVED WALL TYPE

SURFACE MOUNTED TWO PIECE REGLET
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
3" =1 '-0"
3/26/25
TBD
MJ
RW
302
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

I-1B-16-30-A

COPING CAP

EXTERIOR GRADE NAILER
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

APPROVED WALL TYPE
4" CANT STRIP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
3" =1 ' -0"
3/26/25
TBD
MJ
RW
301

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

I-1B-16-30-A
397

COPING CAP

EXTERIOR GRADE NAILER
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED

WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF

SUBSTRATE

APPROVED
WALL
TYPE

PRE-FORMED

SCUPPER IN

SEALANT BED

SEALANT
Roof System: 9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297(888) 440-3224 | www.weatherweld.com PROJECT:

I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, IN C .

DRAWING TITLE: DETAIL NUMBER: DRAWN BY: CONTRACTOR:

THRU WALL SCUPPER FLASHING 306
RW
APPROVED BY: INSTALLED BY: DATE: SCALE:

MJ TBD 3/26/25 3" = 1'-0"

APPROVED WALL TYPE

SAW CUT REGLET COUNTERFLASHING
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE
4" CANT STRIP

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
3" =1 ' -0"
3/26/25
TBD
MJ
RW
303

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

I-1B-16-30-A
398
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
CA TITLE 24 COOL ROOF REFLECTIVE COATING (2
COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE SHEET

ADHESIVE
4" CANT STRIP

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

ROOF TO WALL EXPANSION JOINT
308
RW
MJ
TBD
3/26/25 3" = 1'-0"

APPROVED WALL TYPE

EXISTING COUNTERFLASHING
SCREWS w/ NEOPRENE WASHERS
FASTEN @ 8" O.C.
24 GA GALVALUME SKIRT FLASHING
CA TITLE 24 COOL ROOF REFLECTIVE COATING (2
COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE
4" CANT STRIP

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
3" =1 ' -0"
3/26/25
TBD
MJ
RW
307

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

I-1B-16-30-A
399

EXPANSION JOINT COVER - INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS

EXPANSION JOINT CURB
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
3" =1 ' -0"
3/26/25
TBD
MJ
RW
401

EXPANSION JOINT
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

I-1B-16-30-A

COPING CAP
SCREWS w/ NEOPRENE WASHERS - FASTEN @ 8" O.C.
24 GA GALVALUME SKIRT FLASHING
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

APPROVED WALL TYPE
4" CANT STRIP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
I-1B-16-30-A

SKIRTED COPING CAP
RW
MJ
TBD
3/26/25
3" = 1'-0"
400

UNIT SKYLIGHT - FASTENED IN ACCORDANCE WITH

SKYLIGHT MANUFACTURERS' RECOMMENDATIONS

SKYLIGHT CURB
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE
4" CANT STRIP

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
6" =1 ' -0"
3/26/25
TBD
MJ
RW
403

CURB MOUNTED SKYLIGHT FLASHING
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com
A DIVISION OF LIQUIFORM TECHNOLOGIES, I N C .

I-1B-16-30-A

EQUIPMENT COUNTERFLASHING

EQUIPMENT CURB
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
4" CANT STRIP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
6" =1 ' -0"
3/26/25
TBD
MJ
RW
402

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

I-1B-16-30-A
401

SEALANT
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

EMBED PIPE SLEEVE IN ROOF MASTIC
G2 BASE SHEET APPLIED WITH BASE

SHEET ADHESIVE
12" SELF ADHERING MEMBRANE TARGET

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF

SUBSTRATE

STAINLESS STEEL

DRAWBAND

STORM COLLAR

EXISTING PIPE

PRE-FORMED

PIPE SLEEVE
Roof System: 9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297(888) 440-3224 | www.weatherweld.com PROJECT:

I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, IN C .

DRAWING TITLE: DETAIL NUMBER: DRAWN BY: CONTRACTOR:

PIPE PENETRATION FLASHING 501
RW
APPROVED BY: INSTALLED BY: DATE: SCALE:

MJ TBD 3/26/25 6" = 1'-0"
BACKING STRIP TO REMAIN ON 8" SECTION

TO STRADDLE GAP AND ALLOW FOR

MOVEMENT
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

SELF ADHERING MEMBRANE - INSTALL

CONTINUOUS FOR LENGTH OF GAP
G2 BASE SHEET APPLIED WITH BASE SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE INSULATION

APPROVED ROOF SUBSTRATE
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com

MODULAR CLASSROOM JOIN DETAIL
404
RW
MJ
TBD
3/26/25
3" = 1'-0"
402
CA TITLE 24 COOL ROOF REFLECTIVE COATING
(2 COATS @ 1.5 GAL. = 3 GAL. / 100 SQ.FT.)

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING

SELF ADHESIVE MEMBRANE HEATED AND

FORMED TO BOTTOM OF DRAIN BOWL

APPROVED SUBSTRATE BOARD
G2 BASE SHEET APPLIED WITH

BASE SHEET ADHESIVE

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF

SUBSTRATE

DRAIN STRAINER

DRAIN LOCKING
RING

DRAIN BOWL
Roof System: 9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297(888) 440-3224 | www.weatherweld.com PROJECT:

I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, IN C .

DRAWING TITLE: DETAIL NUMBER: DRAWN BY: CONTRACTOR:

DRAIN DETAIL 502
RW
APPROVED BY: INSTALLED BY: DATE: SCALE:

MJ TBD 3/26/25 6" = 1'-0"

SEALANT

ANCHOR POINT
100 SQ.FT.)
100
SQ.FT.)
CA TITLE 24 COOL ROOF REFLECTIVE
COATING (2 COATS @ 1.5 GAL. = 3 GAL. /

SPECIFIED FLUID APPLIED ROOF MEMBRANE
30 GAL / 100 SQ. FT. ASPHALT EMULSION
16 LBS / 100 SQ. FT. FIBERGLASS ROVING
12" SELF ADHERING MEMBRANE TARGET
G2 BASE SHEET APPLIED WITH BASE

SHEET ADHESIVE

APPROVED SUBSTRATE BOARD

RIGID POLYISOCYANURATE

INSULATION

APPROVED ROOF SUBSTRATE
I-1B-16-30-A
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC.
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
(888) 440-3224 | www.weatherweld.com

ROOFTOP SAFETY ANCHOR
504
RW
MJ
TBD
3/26/25
6" = 1'-0"
403
8 Fasteners / Board 12 Fasteners / Board
(1:4 Sq Ft) (1:2.67 Sq Ft)
12" 6" 18" 18" 6"
12" 12"
24" 24"
24" 96" 24" 96"
24" 24"
12" 12"
48" 48"
4 Fasteners / Board 6 Fasteners / Board
(1:4 Sq Ft) (1:2.67 Sq Ft)
12" 6" 18" 18" 6"
12" 12"
24" 48" 24" 48"
12" 12"
48" 48"
SYSTEM:

I-16-30-A/AL
Seamless Composite Roof
Membrane Over Rigid Insulation
9757 7th Street, Suite 803
Rancho Cucamonga, CA 91730-5297
A DIVISION OF LIQUIFORM TECHNOLOGIES, INC. (888) 440-3224 | www.weatherweld.com DRAWING TITLE:

INSULATION FASTENING PATTERNS
1:4 FT2 AND 1:2.67FT2
DETAIL NUMBER:
601a
PROJECT: DRAWN BY:

R. Weygant
APPROVED BY:

M. Jones
DATE:
7/24/23
SCALE:
1/2" = 1'-0"
404
Technical Data Sheets
405

PROPERTY VALUE

PERFORMANCE CERTIFICATIONS
Maximum VOC: 0 g/l Calculated

MORE INFO
:::HDWKHUZHOG$VSKDOW(PXOVLRQLV WKH
SULPDU\ZDWHUSURRILQJFRPSRQHQWRI:HDWKHU:HOG
URRILQJV\VWHPVDQGLVDSSOLHGVLPXOWDQHRXVO\ZLWK
:HDWKHU:HOGILEHUJODVV$FROORLGPL[WXUHRIZDWHU
DVSKDOW DQG EHQWRQLWH FOD\ :HDWKHU:HOG DVSKDOW
HPXOVLRQLVZDWHUFDUULHGORZRGRU89VWDEOHDQG92&
Appearance: Thixotropic liquid
Flash Point: Non-Flammable.

Solids Content by Volume: 49-53% per ASTM D 2697
Packaging:
ٱٱ1G a l l o nC a n s
ٱ5 Gallon Pails
ٱ55 Gallon Drums
ٱ275 Gallon Totes
ٱBulk Delivery
WW471145
Asphalt Emulsion
Color: Black
Viscosity (Brookfield): 8,000-15,000 cPs per ASTM D 2196 406
Coverage:
 WR JDOORQVSHU VTXDUHIHHWGHSHQGLQJRQDSSOLFDWLRQ Surface Preparation:
6XUIDFHPXVWEHFOHDQGU\DQG LQ JRRGFRQGLWLRQ5HPRYHDOOGHEULVORRVHJUDYHODQGGLUWIURPWKHURRIE\EURRPLQJRU YDFXXPLQJDQGSRZHUZDVKWKHHQWLUHURRI
Application:
(PXOVLRQLVVSUD\DSSOLHGXVLQJWKH:HDWKHU:HOG'5RRI3ULQWHU(PXOVLRQLVVLPXOWDQHRXVO\DSSOLHGZLWKJODVVILEHUV WRSURYLGHDVHDPOHVVUHLQIRUFHGURRIPHPEUDQH
Cleanup:
&OHDQZHWFRDWLQJIURPKDQGV DQGWRROVZLWKVRDSDQGZDWHU,IGU\FOHDQWRROVZLWKNHURVHQHSDLQWWKLQQHURUPLQHUDO VSLULWV
Warnings:
8VHDSSURSULDWHJORYHVDQGRWKHUSURWHFWLYHFORWKLQJZKHQKDQGOLQJWKLVSURGXFW(03/2<(56VKRXOGREWDLQDFRS\RI WKH0DWHULDO6DIHW\'DWD6KHHW
06'6
IURP\RXUVXSSOLHURUGLUHFWO\IURP:HDWKHU:HOGDWWKHWROOIUHHQXPEHURUZHEVLWH EHORZ
Warranty:
1RWZLWKVWDQGLQJLWVXVDJHDVDFRPSRQHQWLQD1R'ROODU/LPLW 1'/
JXDUDQWHHGURRIV\VWHPZHWKHPDQXIDFWXUHUZDUUDQW RQO\WKDWWKLVSURGXFWLVIUHHRIGHIHFWVIRUDSHULRGRIWZHOYH 
PRQWKVIURPGDWHRIRULJLQDOSXUFKDVH0DQ\IDFWRUV
PD\DIIHFWWKHILQDOUHVXOWVREWDLQHGIURPWKLVSURGXFWLQFOXGLQJEXW QRWOLPLWHGWR ZHDWKHUZRUNPDQVKLSDSSOLFDWLRQ
HTXLSPHQWDQGSULRUFRQGLWLRQRIWKHDSSOLFDWLRQVXEVWUDWH3URRIRISXUFKDVHLVUHTXLUHG DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: TH IS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IM PLIED 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.

WK6W5DQFKR&XFDPRQJD&$
_

_LQIR#ZHDWKHUZHOGFRP
WW471145
Asphalt Emulsion
Revised: March 4, 2025 2:58 PM
407

PROPERTY VALUE

PERFORMANCE CERTIFICATIONS
Maximum VOC: 0g / l
Tex: 2400 g/km.

MORE INFO
::)*)LEHUJODVV5RYLQJLVFRQWLQXRXVILODPHQW
JODVVILEHUFRQVLVWLQJRIDSSUR[LPDWHO\VL[W\VWUDQGV
KHOGWRJHWKHUORRVHO\LQURSHIRUPE\DVSHFLDOVL]LQJ 5RYLQJLVGHVLJQHGIRUVSUD\DSSOLFDWLRQXVLQJWKH
:HDWKHU:HOG' 5RRI 3ULQWHU WRSURYLGHUHLQIRUFHPHQW
IRU  :HDWKHU:HOG
 DVSKDOW HPXOVLRQ FRDWLQJ
Appearance: Ropelike strands
Flash Point: >212F
Maximum VOS: 0 lbs/gal
Yield: 207 yd/lb.

Packaging:
ٱٱEach spool is capable of covering approximately 1350 square feet of area when applied at a rate of 3 lbs per 100 square feet.

WWFG100
Fiberglass Roving
Color: White
Fiber Diameter: 6 microns, minimum
408
Coverage:
1RUPDODSSOLFDWLRQUDWHLV JDOORQVRI:HDWKHU:HOG$VSKDOW(PXOVLRQDQG SRXQGV RIJODVVILEHUSHU VTXDUHIHHW Surface Preparation:
)ROORZGLUHFWLRQVRQVXUIDFHSUHSDUDWLRQIRU:::HDWKHU:HOG$VSKDOW(PXOVLRQ$SSOLFDWLRQ Application:
5RYLQJLVVSUD\DSSOLHGXVLQJWKH:HDWKHU:HOG'5RRI3ULQWHUWRSURYLGHUHLQIRUFHPHQWIRU:HDWKHU:HOGDVSKDOW HPXOVLRQ(PXOVLRQDQGJODVVILEHUVDUHFKRSSHGLQWRDPDWUL[RILQWHUWZLQHGVWUDQGVUDQJLQJLQOHQJWKIURPರ WR ರ DQGVLPXOWDQHRXVO\DSSOLHGSURYLGLQJDVHDPOHVVUHLQIRUFHGURRIPHPEUDQH Cleanup:
:DVKKDQGVZLWKVRDSDQGZDWHUZKHQILQLVKHG
Warnings:
8VHDSSURSULDWHJORYHVDQGRWKHUSURWHFWLYHFORWKLQJZKHQKDQGOLQJWKLVSURGXFW(03/2<(56VKRXOGREWDLQDFRS\RI WKH0DWHULDO6DIHW\'DWD6KHHW
06'6
IURP\RXUVXSSOLHURUGLUHFWO\IURP:HDWKHU:HOGDWWKHWROOIUHHQXPEHURUZHEVLWH EHORZ
Warranty:
1RWZLWKVWDQGLQJLWVXVDJHDVDFRPSRQHQWLQD1R'ROODU/LPLW 1'/
JXDUDQWHHGURRIV\VWHPZHWKHPDQXIDFWXUHUZDUUDQW RQO\WKDWWKLVSURGXFWLVIUHHRIGHIHFWVIRUDSHULRGRIWZHOYH 
PRQWKVIURPGDWHRIRULJLQDOSXUFKDVH0DQ\IDFWRUV
PD\DIIHFWWKHILQDOUHVXOWVREWDLQHGIURPWKLVSURGXFWLQFOXGLQJEXW QRWOLPLWHGWR ZHDWKHUZRUNPDQVKLSDSSOLFDWLRQ
HTXLSPHQWDQGSULRUFRQGLWLRQRIWKHDSSOLFDWLRQVXEVWUDWH3URRIRISXUFKDVHLVUHTXLUHG DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: TH IS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IM PLIED 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.

WK6W5DQFKR&XFDPRQJD&$
_

_LQIR#ZHDWKHUZHOGFRP
WWFG100
Revised: March 4, 2025 2:58 PM
409

PROPERTY VALUE

PERFORMANCE CERTIFICATIONS
Initial Tensile Strength: 270 psi per ASTM D 6083
Water Swelling: 15% per ASTM D 6083
::
  &RRO 5RRI 5HIOHFWLYH &RDWLQJ LV D
PXOWLSXUSRVH DFU\OLF HODVWRPHULF FRDWLQJ IRU
XVH RYHU D YDULHW\ RI VXEVWUDWHV LQFOXGLQJ DVSKDOW DQG PHWDO URRILQJ ,W KDV XQLTXH ಯEOHHG EORFNLQJರ SURSHUWLHV ZKLFK PDNH LW SDUWLFXODUO\ VXLWHG IRU FRDWLQJRYHUDVSKDOWVXUIDFHVDQGH[FHHGVVHYHUDO
$670 ' UHTXLUHPHQWV IRU WHQVLOH VWUHQJWK
HORQJDWLRQ  ZHW  DGKHVLRQ  DQG  ZHDWKHUDE LOLW\ Appearance: Liquid
Solar Reflectance (Initial /
Aged): 0.83 / 0.75 per ASTM C 1549
SRI 104 / 93 as Calculated
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
Permeance: 12 Perms per ASTM D 6083
Fungi Resistance: No Growth per ASTM D 6083
Viscosity: 110 ± 10 KU per ASTM D 6083
Packaging:
ٱٱ1G a l l o nC a n s
ٱ55 Gallon Drums
ٱ250 Gallon Totes
WW473049
Cool Roof Reflective Coating
Thermal Emittance 0.88 / 0.92 per ASTM C 1371
Solids (Volume / Weight): 52% / 66% per ASTM D 6083
g
Elongation After Accelerated
Accelerated
Weathering:
220% per ASTM D 6083

MORE INFO
Color: White
410
Coverage:
JDOORQVSHUVTXDUHIHHW
Surface Preparation:
6XUIDFHPXVWEHFOHDQGU\DQG LQ JRRGFRQGLWLRQ5HPRYHDOOGHEULVORRVHJUDYHODQGGLUWIURPWKHURRIE\EURRPLQJRU YDFXXPLQJDQGSRZHUZDVKWKHHQWLUHURRI
Application:
$SSO\:HDWKHU:HOGDFU\OLFWRSFRDWLQJWR:HDWKHU:HOG:: %DVH&RDWDWDUDWHRIJDOORQVSHU VTXDUH
IHHW
Cleanup:
&OHDQZHWFRDWLQJIURPKDQGV DQGWRROVZLWKVRDSDQGZDWHU Warnings:
8VHDSSURSULDWHJORYHVDQGRWKHUSURWHFWLYHFORWKLQJZKHQKDQGOLQJWKLVSURGXFW(03/2<(56VKRXOGREWDLQDFRS\RI WKH0DWHULDO6DIHW\'DWD6KHHW
06'6
IURP\RXUVXSSOLHURUGLUHFWO\IURP:HDWKHU:HOGDWWKHWROOIUHHQXPEHURUZHEVLWH EHORZ
Warranty:
1RWZLWKVWDQGLQJLWVXVDJHDVDFRPSRQHQWLQD1R'ROODU/LPLW 1'/
JXDUDQWHHGURRIV\VWHPZHWKHPDQXIDFWXUHUZDUUDQW RQO\WKDWWKLVSURGXFWLVIUHHRIGHIHFWVIRUDSHULRGRIWZHOYH 
PRQWKVIURPGDWHRIRULJLQDOSXUFKDVH0DQ\IDFWRUV
PD\DIIHFWWKHILQDOUHVXOWVREWDLQHGIURPWKLVSURGXFWLQFOXGLQJEXW QRWOLPLWHGWR ZHDWKHUZRUNPDQVKLSDSSOLFDWLRQ
HTXLSPHQWDQGSULRUFRQGLWLRQRIWKHDSSOLFDWLRQVXEVWUDWH3URRIRISXUFKDVHLVUHTXLUHG DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: TH IS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IM PLIED 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.

WK6W5DQFKR&XFDPRQJD&$
_

_LQIR#ZHDWKHUZHOGFRP
Revised: March 4, 2025 2:58 PM
411

PROPERTY VALUE

PERFORMANCE CERTIFICATIONS
Drying Time: 4-8 hours depending on temperature and humidity.

MORE INFO
::
 :HDWKHU:HOG DFU\OLF EDVHFRDW
LV D ZDWHUFDUULHG DFU\OLF HODVWRPHULF FRDWLQJ
GHVLJQHG WR IDFLOLWDWH SURSHU DGKHVLRQ RI
:HDWKHU:HOG7LWOH FRPSOLDQW&RRO5RRI&RDWLQJ
WR :HDWKHU:HOG HPXOVLRQ ::
 SURYLGHV
VXSHULRU SURWHFWLRQ DJDLQVW SRQGLQJ ZDWHU DQG
HOLPLQDWHV  WKH  QHHG  IRU  FRVWO\  UHSODFHPHQW Appearance: Liquid
Wet Adhesion – Asphalt
Emulsion: 5.2 pli per ASTM D 6083
Viscosity: 110 ± 10 KU per ASTM D 6083
Packaging:
ٱٱ1G a l l o nC a n s
ٱ5 Gallon Pails
ٱ55 Gallon Drums
ٱ250 Gallon Totes
WW472049
Elastomeric Base Coat
Solids (Volume / Weight): 54% / 67.7% per ASTM D 6083
Color: Buff
412
Coverage:
JDOORQVSHUVTXDUHIHHW
Surface Preparation:
6XUIDFHPXVWEHFOHDQGU\DQG LQ JRRGFRQGLWLRQ5HPRYHDOOGHEULVORRVHJUDYHODQGGLUWIURPWKHURRIE\EURRPLQJRU YDFXXPLQJDQGSRZHUZDVKWKHHQWLUHURRI
Application:
$SSO\:HDWKHU:HOGDFU\OLFEDVHFRDWWRILQLVKHG:HDWKHU:HOGURRIDSSOLFDWLRQVDWDUDWHRIJDOORQVSHU VTXDUH IHHW
Cleanup:
&OHDQZHWFRDWLQJIURPKDQGV DQGWRROVZLWKVRDSDQGZDWHU Warnings:
8VHDSSURSULDWHJORYHVDQGRWKHUSURWHFWLYHFORWKLQJZKHQKDQGOLQJWKLVSURGXFW(03/2<(56VKRXOGREWDLQDFRS\RI WKH0DWHULDO6DIHW\'DWD6KHHW
06'6
IURP\RXUVXSSOLHURUGLUHFWO\IURP:HDWKHU:HOGDWWKHWROOIUHHQXPEHURUZHEVLWH EHORZ
Warranty:
1RWZLWKVWDQGLQJLWVXVDJHDVDFRPSRQHQWLQD1R'ROODU/LPLW 1'/
JXDUDQWHHGURRIV\VWHPZHWKHPDQXIDFWXUHUZDUUDQW RQO\WKDWWKLVSURGXFWLVIUHHRIGHIHFWVIRUDSHULRGRIWZHOYH 
PRQWKVIURPGDWHRIRULJLQDOSXUFKDVH0DQ\IDFWRUV
PD\DIIHFWWKHILQDOUHVXOWVREWDLQHGIURPWKLVSURGXFWLQFOXGLQJEXW QRWOLPLWHGWR ZHDWKHUZRUNPDQVKLSDSSOLFDWLRQ
HTXLSPHQWDQGSULRUFRQGLWLRQRIWKHDSSOLFDWLRQVXEVWUDWH3URRIRISXUFKDVHLVUHTXLUHG DISCLAIMER OF WARRANTIES AND LIMITATION OF LIABILITY: TH IS LIMITED WARRANTY IS IN LIEU OF ANY OTHER WARRANTIES

EXPRESS OR IMPLIED INCLUDING BUT NOT LIMITED TO ANY IM PLIED 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.

WK6W5DQFKR&XFDPRQJD&$
_

_LQIR#ZHDWKHUZHOGFRP
Revised: March 4, 2025 2:58 PM
413
Warranty
Div. Liquiform Technologies Inc.
40-YEAR NDL LEAK-FREE WARRANTY
COMPLETION DATE: ISSUE DATE:

WARRANTY: Subject to warranty registration, payment in-full and installation in accordance with current printed installation sp ecifications, Liquiform Technologies Inc., (WEATHERWELD) warranties to the original purchaser that the WEATHERWELD Seamless Reinforced Roof System (System) will be able to withstand ordinary wear of the natural elements in a leak-free condition for the period of forty (40) years, except for the exclusions, limitation s and exceptions set forth in this Warranty.

Upon proper notice, WEATHERWELD will diagnose and make repairs to the WEATHERWELD System at WEATHERWELD expense under the terms of this Warranty, as required to stop reported roof leakage found to be caused by defects in the WEATHERWELD System.

UNAPPROVED ALTERATIONS OR ADDITIONS: No contractor, distributor, consultant or any other person has authority to assume responsibility, liability or changes to WEATHERWELD specifications and/or agreements. WEATHERWELD shall not be responsible or liable for any change and/or amendment to the specifications and/or Warranty in regard to the project referenced herein, unless said change or amendment is approved in writing by WEATHERWE LD.

RESPONSIBILITIES / EXCLUSIONS: The WEATHERWELD Seamless Reinforced Roof System is designed to keep areas to which the WEATHERWE LD System Materials are applied in a leak-free condition. The System is not intended to take the place of any other building element such as, but not limited to, the underlying roof deck, base roofing structure, vapor retarder, drains, flashings, roof accessories, roof-mounted equipment, or any areas no t covered with WEATHERWELD System Materials. This warranty shall not be applicable if, in the sole judgment of WEATHERWELD, any of the following occurrenc es shall be the cause of the reported claim of WEATHERWELD System roof leakage:
a) Natural disasters, earthquakes, lightning, hurricane force winds, hail, flood, environmental fallout, acts of vandalism or war . b) Acts of negligence, misuse, accidents, falling objects, damage from roof top traffic or storage on the roof. c) Damage caused by failure to conduct, or to have conducted, periodic maintenance inspections and roof clean-up as outlined in the WEATHERWELD maintenance manual for Owners.
d) Changes, alterations or repairs made to the System and not authorized by WEATHERWELD shall cause the area affected by the wo rk to be excluded until authorized repairs meeting WEATHERWELD standards are completed. e) Changes in aesthetics, thermal performance, reflectivity, or visual appearance of Roofing System materials. f) With the exception of natural rainwater, accumulation of foreign materials or chemicals of any type including animal, plant, human, manufacturing or atmospheric.
g) Malfunction or breakdown of the base roofing structure other than System Materials. h) Obstructed or inadequate roof drainage.
i) Waterproof defects in adjoining areas, flashings, walls, windows, roof-mounted equipment, ducts or other penetrations in the System extending above the flashings height of the WEATHERWELD System.

Both the examination and inspection of the WEATHERWELD System installation, plans and/or specifications by a WEATHERWELD employ ee, designated representative or Contractor, before or after the completion of the installation of the WEATHERWELD System, shall not constitute approval or waiver of the exclusions and conditions set forth in this Warranty, without written notice of such approval or waiver. No waiver by WEATHERWELD of any l imitation, term or condition of this Warranty made as part of a warranty claim, shall operate as a waiver of any other limitation, term or condition applicable to t his Warranty, on any other future claim, whether of similar or different nature. Owner agrees to provide, at Owner’s expense, access to any areas requested in writing by WEATHERWELD and deemed to be relevant to the diagnosis and/or repair of the reported leak. Areas include, but are not limited to, building interior, exte rior, adjoining areas and areas under roof- mounted equipment or other overburden.

REFLECTIVE COATINGS: WeatherWeld Reflective coatings are optional and may be installed for Energy Reflectivity and Building Code Compliance. WeatherWeld reflective coatings installed in the process of applying the WeatherWeld membrane are warranted for the first 12 years of the L eak Free NDL Warranty. Reflective coatings are not required, and do not require maintenance or re-coating for this Leak Free NDL warranty to remain in force.

NOTICE OF CLAIM: In the event a leak is discovered in the WEATHERWELD roof system, the Owner shall notify WEATHERWELD within te n (10) days of the discovery via receipt- acknowledged email or in writing at the contact’s location listed below. Any claim to which notification is not made in a tim ely manner, without excuse, or to which access to the roof to diagnose the cause of the leakage is not provided, shall be deemed waived. Notificati on shall contain information of the location and severity of the leakage, access to the leak area and the personnel to contact. Notice to the Contractor, distributor or any other person does not substitute for notice to WEATHERWELD. Address written correspondence to: WeatherWeld – A Division of Liquiform Technologies Inc., 9757 7th St. #803, Rancho Cucamonga, CA 91730. Phone (888) 440-3224
SERVICE: Upon proper notification, WEATHERWELD shall schedule a diagnosis inspection of the leakage, prepare a written report o f findings and commence repair of the defects that are WEATHERWELD's responsibility under this Warranty in a timely manner, weather and schedules permi tting. Should the cause of the leakage be able to be corrected during the initial service call, the Owner agrees that WEATHERWELD is hereby granted permission to make such corrections, provided there is no cost to the Owner. Should leakage documented by WEATHERWELD be caused from items that are the upkeep respo nsibility of the Owner under this Warranty, the Owner agrees to have repairs made to such items in a timely manner, and before requesting any addition al service work made by WEATHERWELD on the leakage claim. Should WEATHERWELD repeat the process without stopping the WEATHERWELD responsible leakage, W EATHERWELD shall retain a knowledgeable outside consultant at WEATHERWELD expense to help locate the source of the leakage. WEATHERWELD an d the Owner agree to complete the respective repairs made in the Consultant’s report. The Owner agrees that WEATHERWELD shall have exclusive control over the diagnosis and repair to any WEATHERWELD System component found to be WEATHERWELD responsibility under this Warranty.

LIMITATIONS OF LIABILITY: This Warranty is expressively in lieu of any other guarantees and/or warranties, expressed or implied , including any implied warranty of merchantability, or fitness for a particular purpose, and any other obligation or liability on the part of WEATHERWELD whethe r the claim against WEATHERWELD is based upon strict liability, negligence, breach of warranty, or any other theory or cause of action. This Warranty contains all of the provisions of your remedies from WEATHERWELD. In no event shall WEATHERWELD be liable for consequential or incidental damages of any kind, including damage s to the building or its contents. This Warranty does not cover the cost of removal and/or replacement of any other building component, roof-mounted equ ipment, overburden or item excluded from Warranty coverage listed above. WEATHERWELD shall be discharged of all further obligations upon the occurrence of any of the following: (a) expiration of this warranty without written renewal or transfer, (b) damage to the System from causes listed in "EXCLUSIONS/RES PONSIBILITIES" or (c) failure to comply with any other sections of this Warranty. Unresolved Warranty claims shall be settled by binding arbitration in the Stat e of California (as exclusive venue), administered by the American Arbitration Association under its Commercial Arbitration Rules, and judgment on any award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.

414
3-PART SPECIFICATION
This specification serves as a comprehensive document outlining the materials, methods, requirements, and quality assurance guidelines for a WeatherWeld roofing system. The document plays a crucial role in ensuring consistency, durability, and compliance with building codes and industry standards.

CONTRACTORS:

Reading and understanding this specification helps to ensure a successful and high-performing roofing installation.

CONTRACTOR – As a courtesy, we have highlighted critical areas of the document But it isyour responsibility to ensure that ALL project requirements are fulfilled, so be sure that you…

READ THIS ENTIRE DOCUMENT THROUGHLLY
Clarity and Standardization
The primary purpose of this specification is to provide clear guidelines for all parties involved in this project.

Using the standardized CSI 3 Part format reduces miscommunication and errors during construction.

Material and Performance Requirements
This specification establishes detailed material and performance criteria, ensuring that the selected roofing system meets the project’s needs. By setting these criteria, the specification helps project teams select high- quality materials that comply with local building codes and industry standards, such as ASTM International (ASTM), Underwriters Laboratories (UL), Factory Mutual Global (FM Global), and the National Roofing Contractors Association (NRCA).

Quality Control and Compliance
A well-defined roofing specification ensures that the installation process follows strict quality control measures to meet safety and performance expectations. It includes:
• Pre-installation requirements (surface preparation, weather conditions, and material storage guidelines) • Step-by-step installation procedures to ensure proper adhesion, fastening, and sealing. • Testing and inspection protocols, such as fire resistance and wind uplift testing. • Warranty requirements from manufacturers and contractors.

By establishing these controls, the roofing specification helps prevent costly failures, such as leaks, material degradation, or structural damage.

Project Coordination and Accountability
A roofing specification clarifies roles and responsibilities, ensuring that architects, contractors, and manufacturers are aligned throughout the project. It provides:
• A clear roadmap for contractors to follow during installation. • Manufacturer-approved guidelines to ensure proper use of products and appropriate installation methods.
• A reference point for architects and engineers to verify compliance with design intent.

The intent of this specification is to provide a clear, standardized, and detailed framework for designing and installing a high-quality roofing system. It ensures appropriate materials, code compliance, quality control, and project coordination.
415
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
2o f1 9
PART 1 GENERAL 3
 6(&7,21,1&/8'(6   5(/$7('6(&7,216   5()(5(1&(6  '(),1,7,216   3(5)250$1&(5(48,5(0(176  68%0,77$/6  48$/,7< $6685$1&(   35(,167$//$7,21 &21)(5(1&( 
'(/,9(5<6725$*($1'+$1'/,1*   352-(&7&21',7,216  :$55$17<  PART 2 PRODUCTS 7
 0$18)$&785(56 

2.2 THERMAL PROTECTION ......................................................................................................................  ! CONTRACTOR – Confirm insulation requirements. Include thickness, R-value & slope (if required). ....................... 7

2.3 COMPOSITE MEMBRANE SYSTEM ........................................................................................................ ! CONTRACTOR – Confirm the roof membrane system to be installed ....................................................................... 7  &20326,7(0(0%5$1(0$7(5,$/6   6+((70$7(5,$/6   $'+(6,9(6$1'6($/$176  

2.7 SHEET METAL, FLASHING AND TRIM ...................................................................................................

! CONTRACTOR – Confirm the type of flashings required on this project .................................................................... 9

2.8 WALKWAYS .........................................................................................................................................

! CONTRACTOR – Confirm Requirements for walkways. Check if listed inOwner’s RFP ............................................9 
$&&(6625,(6  PART 3 EXECUTION 10

3.1 EXAMINATION ...................................................................................................................................... ! CONTRACTOR – Verify suitability of the roof surface or deck before proceeding with work. .................................. 10

3.2 PREPARATION ......................................................................................................................................  ! CONTRACTOR – Review requirements for preparing the JOBSITE .......................................................................... 11

3.3 ROOF DECK PREPARATION ................................................................................................................. ! CONTRACTOR – Review requirements for preparing the ROOF DECK .................................................................... 11

3.4 INSULATION INSTALLATION ............................................................................................................... ! CONTRACTOR – Review requirements for installing INSULATION ........................................................................... 12

3.5 SUBSTRATE BOARD INSTALLATION ....................................................................................................  ! CONTRACTOR – Review requirements for installing COVER BOARD .......................................................................13

3.6 BASE SHEET INSTALLATION ................................................................................................................  ! CONTRACTOR – Review requirements for installing BASE SHEET ...........................................................................13

3.7 ROOF MEMBRANE INSTALLATION - GENERAL ...................................................................................  ! CONTRACTOR – Review requirements for installing the OVERALL ROOF SYSTEM .................................................13

3.8 FLASHING INSTALLATION .................................................................................................................  ! CONTRACTOR – Review requirements for application around FLASHING DETAILS ................................................14

3.9 FIELD MEMBRANE INSTALLATION .......................................................................................................  ! CONTRACTOR – Review requirements for applying the WEATHERWELD ROOF MEMBRANE. ................................17

3.10 REFLECTIVE COATING INSTALLATION ................................................................................................  ! CONTRACTOR – Review requirements for applying ROOF COATINGS .................................................................... 18

3.11 ROOFTOP DUCT ENCAPSULATION ....................................................................................................  ! CONTRACTOR – Disregard if ROOF DUCTS are not within the Owners’ RFP .......................................................... 18

3.12 WALKWAY APPLICATION ...................................................................................................................  ! CONTRACTOR – Disregard if WALKPADS & TRAFFIC SURFACES are not within the Owners’ RFP ........................ 18

3.13 FINAL ROOF INSPECTION ...................................................................................................................... 
! CONTRACTOR – Review requirements during a final roof inspection ....................................................................... 19

3.14 PROTECTION ....................................................................................................................................... 
! CONTRACTOR – Review requirements in protecting the roof after installation ........................................................ 19

3.15 CLEANING ............................................................................................................................................ 
! Expectations of the CONTRACTOR in cleaning the roof and jobsite ......................................................................... 19 416
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
3o f1 9
SECTION 07 51 23

GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING
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 Other Structures.

C. ASTM International (ASTM):

1. ASTM C 728 - Standard Specification for Perlite Thermal Insulation Board.

2. ASTM C 1153 - Standard Practice for Location of Wet Insulation in Roofing Systems Using Infrared Imaging.

3. ASTM D 570 - Standard Test Method for Water Absorption of Plastics.

4. ASTM D 1079 - Standard Terminology Relating to Roofing, Waterproofing, and Bituminous Materials.

5. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Damp proofing, and Waterproofing.

6. ASTM D1227 - Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing.

7. ASTM D 2523 - Standard Practice for Testing Load-Strain Properties of Roofing Membranes.

8. ASTM D 3019 - Standard Specification for Lap Cement Used with Asphalt Roll Roofing, Non- Fibered, and Fibered.

9. ASTM D 3909 - Standard Specification for Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules.

10. ASTM D 4263 - Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method.
417
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
4o f1 9

11. ASTM D 4830 - Standard Test Methods for Characterizing Thermoplastic Fabrics Used in Roofing and Waterproofing.

12. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings.

13. ASTM E 548 - Standard Guide for General Criteria Used for Evaluating Laboratory Competence.

14. 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 Waterproofing 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 a 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 testing 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 comply 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 characteristics indicated as determined by testing identical products per test method below by UL, FMG or another testing and inspecting agency 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 the manufacturers 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.
418
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
5o f1 9

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 witnessed by a qualified testing agency, for components of the roofing system.

G. Thermographic Roof Evaluation Reports: Where existing roofs are to remain in place and be encapsulated or “re-roofed”, submit evaluation reports provided by a Certified Infrared Thermographer.

H. 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 identical 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. Moisture Analysis: Where existing roofs are to remain in place and be encapsulated or“re-roofed”, it is the responsibility of the contractor to perform a moisture analysis in accordance with ASTM C 1153 to determine suitability.

E. Source Limitations:

1. Obtain Composite Roof Membrane components from a single manufacturer.

2. Roll goods, sealants and other secondary products must meet or exceed the stated performance values and design considerations noted in this Section.

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 requirements 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 following:

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 accessories and roof-mounted equipment.

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

3. Review and finalize construction schedule and verify availability of materials, installer's personnel, 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.

6. Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs and condition of other construction that will affect roofing system. 419
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
6o f1 9

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 containers, with seals unbroken, and labeled with manufacturer'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 location, 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 recommended by the manufacturer for optimum results. Do not install products under environmental conditions 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 72-hours of completion. Roof surface must be a minimum of 6 degrees F (3 C) above the dew point and rising.

E. Safety Data Sheets (SDS) must be on location during transportation, storage, and application of materials.

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 solvents from damaging or defacing surrounding walls, building surfaces, vehicles, or other property.

H. The surface on which the roof system is applied must be clean, smooth, dry, and free of projections or contaminants that could prevent proper application of or be incompatible with the new installation.

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. 420
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
7o f1 9

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, provided the systems meet warranty requirements, physical characteristics and do not use solvents or fire during installation.

B. Acceptable Manufacturer: .

2.2 THERMAL PROTECTION
CONTRACTOR – Confirm insulation requirements. Include thickness, R-value & slope (if required).

A. Insulation: Rigid polyisocyanurate board, with a fibrous glass facer meeting or exceeding the requirements of ASTM C 1289.

1. Total Thickness: inches.

2. Thermal Resistance (R value): Minimum [R-10] [R- ] located above the roof deck to provide a total ceiling-roof system thermal resistance of [R-17] [R-23] [R- ].

3. Tapered Slope: per foot.

B. Substrate Board: Underlayment board with a water-resistant gypsum core and glass fiber facers embedded on both sides. Pre-primed on one side; Dens-Deck Prime Roof Board, Manufactured by GP.

1. Board Thickness: 1/4 inch (6 mm).

2. Board Thickness: 1/2 inch (13 mm).

2.3 COMPOSITE MEMBRANE SYSTEM
CONTRACTOR – Confirm the roof membrane system to be installed A. General:

1. Roofing system must comply with 2022 CBC, Chapter 15.

2. Subject to compliance with requirements, provide the specified membrane configuration, applied over existing low slope roofs.

B. Basis of Design: I-1B-16-30-A, by WeatherWeld. Insulated composite roof applied over approved substrates with CA Title 24 compliant cool roof surface coating.

1. Physical Properties:
a. Total Weight: 2.2 pounds per square foot (1.0 kg) dry. b. Nominal Thickness: 350 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.
421
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
8o f1 9
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. Thermal Protection:
a. Insulation: Rigid Polyisocyanurate Insulation. Thickness as required. b. Cover Board: DensDeck Prime. Thickness as required.

3. Membrane Configuration:
a. Base Sheet: Fasten or adhere to specified substrate as required to achieve a 45 psf (1-90) wind uplift rating.
b. Fiberglass Roving: 16 lbs. per 100 square feet.
c. Asphalt Emulsion: 30 gallons per 100 square feet.
d. CA Title 24 Cool Roof Reflective Coating: 3 Gallons per 100 square feet.

2.4 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 operations. WWFG100, by WeatherWeld.

1. Yield: 207 yd/lb.

2. Tex: 2400 g/km.

3. Spool Weight: 41.9 LB (19kg).

C. Cool Roof Reflective Acrylic Coating:

1. Basecoat: WW473049, by WeatherWeld.
a. Solids Content by Volume: 54%.
b. VOC Content (maximum): <50 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: 50-54%.
b. VOC Content (maximum): <50 g/l.
c. Weight: 7.7 - 8.7 lbs./Gal. (922 – 1041 g/l).
d. Solar Reflectance:
1) Initial: 0.83.
2) 3 Year Aging: 0.75.
e. Thermal Emittance:
1) Initial: 0.88.
2) 3 Year Aging: 0.92.
f. Solar Reflectance Index (SRI):
1) Initial: 104.
2) 3 Year Aging: 94.

2.5 SHEET MATERIALS
A. 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.
422
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
9o f1 9
B. 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.

2.6 ADHESIVES AND SEALANTS
A. Base Sheet Adhesive: General purpose roof adhesive meeting or exceeding the requirements of ASTM D 3019 Type III.

B. Insulation Adhesive: Two-component, low-rise polyurethane foam adhesive designed to secure insulation to roof decks; Oly-Bond 500, manufactured by OMG.

C. 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).

D. Asphalt Primer: Asphalt based surface primer suitable for application on metal, masonry and concrete surfaces. Meets or exceeds the requirements of ASTM D 41.

E. Polyurethane Sealant: Moisture-cured, single-component, polyurethane-based, non-sag elastomeric sealant. Meets ASTM C920, Type S, Grade NS, Class 35; Sikaflex-1A, manufactured by Sika.

2.7 SHEET METAL, FLASHING AND TRIM
CONTRACTOR – Confirm the type of flashings required on this project.

A. Metal Flashing Sheet: 24 Ga. Galvanized sheet metal flashing as specified in Division 07 Section "Sheet Metal Flashing and Trim."
B. Flashing Collar: 24 Ga. Galvanized sheet metal collar for sealing single or multiple pipe penetrations adhered in approved adhesives as recommended and furnished by the membrane manufacturer.

C. Plumbing stacks: 4 lb (1.8kg) sheet lead formed and rolled.

D. Vents and Breathers: Heavy gauge spun aluminum vent that allows moisture and air to escape but not enter the roof system manufacturer.

E. Pitch Pans: Rain Collar 24 gauge stainless or 20oz (567gram) copper. All joints must be welded or soldered to remain watertight.

F. Drain Flashings: 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 "Architectural Sheet Metal Manual" and/or the CDA Copper Development Association "Copper in Architecture - Handbook" as applicable.

H. Manufactured Roof Specialties: Manufactured copings, fascia, gravel stops, control joints, expansion 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 "Architectural 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 manufacturer for required pullout strength and acceptable to roofing system manufacturer.

2.8 WALKWAYS
CONTRACTOR – Confirm Requirements for walkways. Check if listed inOwner’s RFP.

A. Foot Traffic Walkway Coating:
423
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
10 of 19

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.

2.9 ACCESSORIES
A. General: Roofing accessories recommended by manufacturer for intended use and compatible with membrane roofing.

B. Fasteners:

1. Screws and Plates: 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.

2. Cap head Nails: Galvanized steel nails with a ring or deformed shank and a minimum 1 in. cap head for fastening base sheets to wood decks.

3. Base Sheet Fasteners: Pre-assembled G-90 galvanized fastener with 1 in by 1 1/4 in head and

2.75 in diameter galvalume plate. For use attaching anchoring base sheets directly to lightweight concrete and poured gypsum decks.

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.

PART 3 EXECUTION

3.1 EXAMINATION
CONTRACTOR – Verify suitability of the roof surface or deck before proceeding with work.

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). 424
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
11 of 19
b. Slopes must not exceed 1 inch per foot (83 mm/m).
c. Membrane and insulation may not be applied directly to lightweight concrete. Mechanically 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 requirements 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 components 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.

3.2 PREPARATION
CONTRACTOR – Review requirements for preparing the JOBSITE.

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 ordinances.

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.

3.3 ROOF DECK PREPARATION
CONTRACTOR – Review requirements for preparing the ROOF DECK.

A. Metal Roof Deck:

1. Metal roof decks must be a minimum 22 gauge (0.8 mm) with a G-90 galvanized finish.

2. Prior to installation, remove any surface corrosion, oxidization, or rust. Repair or replace any panels with substantial corrosion. Fasten all loose or poorly secured decking. 425
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
12 of 19

3. Ensure that all panels achieve the required fastener pull-out resistance.

4. Comply with local building codes where requirements exceed those listed here.

B. Structural Concrete Roof Deck:

1. Structural concrete decks must be lo less than 4” (10.2 cm) thick.

2. Decks must be smooth, level, and free from depressions or damage.

3. If deck is determined to be wet or frozen, allowed to dry prior to commencement of Work.

4. Ensure the roof deck is properly cured for no less than twenty-eight (28) days prior to commencement of the Work in this section. Confirm that all concrete additives or coatings are compatible with the specified roof system.

5. Cracks greater than 1/8”(3 mm) must be repaired with materials compatible with the membrane system specified in this section.

6. Ensure that roof drains have proper sumps, and that water drains adequately.

7. Comply with local building codes where requirements exceed those listed.

C. Plywood / Oriented Strand Board (OSB) Deck:

1. Plywood Sheathing must be a minimum 4 ply 15/32” (12 mm) thick exterior grade. Oriented Strand Board must carry a Structural 1 rating.

2. Where decking is treated with chemical preservatives or fire retardants, confirm compatibility with materials specified in this section.

3. Decking must be installed with all four sides bearing structural members. Secure to joists or cross blocking as required by local building codes.

4. Decking must remain dry during the entire application process.

5. Comply with local building codes where requirements exceed those listed.

D. Lightweight Insulating Concrete Deck:

1. Lightweight insulating concrete decks must be no less than 2” (5.1 cm) thick with a compressive strength of no less than 125 psi (87,000 kg/m²) and a minimum density of 22 pcf (352 kg/m²).

2. Do not apply the specified roof system directly to lightweight concrete decks. Over old, dry decks, additional board insulation may be solidly mopped to an approved mechanically attached anchor sheet (base sheet).

3. Comply with local building codes where requirements exceed those listed.

3.4 INSULATION INSTALLATION
CONTRACTOR – Review requirements for installing INSULATION.

A. General Requirements:

1. Comply with roofing, system and insulation manufacturers’ written instructions and applicable recommendations of NRCA for installing roof insulation.

2. Install and secure preformed 45 degree cant strips at transitions between roofing membrane system and vertical surfaces or angle changes greater than 45 degrees.

3. Install tapered insulation under areas of roofing to conform to slopes indicated.

4. Where indicated in the contract drawings, tapered insulation crickets must be installed to eliminate ponding water.

5. Attach insulation in accordance with the requirements of local codes as necessary to achieve the required uplift pressure resistance within the field, perimeter, and corner zones of each roof section.

6. Install one or more layers of insulation and/or cover board to achieve specified thickness. Where overall insulation thickness is 1 1/2 inch (39mm) or greater, install two or more layers, staggering joints of each succeeding layer a minimum of 6 inches (152mm) in each direction.

7. Install insulation with long edges in a continuous straight line, staggering end joints between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch (6mm) with insulation.

8. Cut and fit insulation within 1/4 inch (6mm) of nailers, projections, and penetrations. 426
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
13 of 19

9. Where necessary, taper insulation at roof drains so completed surface is flush and does not restrict the flow of water.

A. Attachment - Mechanically Fastened and Adhered:

1. Secure the first layer of insulation to substrates using the appropriate size and type mechanical fastener for attaching the specified roof insulation to the substrate type.

2. Where structural concrete decks are present, the base layer of insulation may be adhered to the deck after priming with ASTM D 41 primer.

3. Install subsequent layers with specified insulation adhesive. Apply adhesive in accordance with the adhesive manufacturer’s recommendations, and immediately bond cover board to insulation.

3.5 SUBSTRATE BOARD INSTALLATION
CONTRACTOR – Review requirements for installing COVER BOARD.

A. Placement: Loosely abut and install cover boards with long joints in continuous and straight lines, with end joints staggered between rows.

1. Install with a nominal 1/4 inch (6mm) gap at vertical surfaces and a 1/8 inch (3mm) gap at board edges.

2. Offset joints a minimum of 6 inches (152mm) in each direction from joints of insulation below.

B. Attachment: Apply adhesive to underside per adhesive Manufacturers’ requirements to satisfy local building code. Immediately bond cover board to substrate.

3.6 BASE SHEET INSTALLATION
CONTRACTOR – Review requirements for installing BASE SHEET.

A. Install base sheet with a minimum 4 inch (103mm) head lap and minimum 6 inch (152mm) side lap.

B. Extend base sheet beyond cant strips and terminate at the top of all base flashings.

C. Attach base sheet with adhesive or fasteners as specified by the manufacturer for each substrate found on the project.

1. Insulated Roof Systems: Regardless of deck type, using a notched squeegee or trowel, adhere base sheet to specified substrate board with base sheet adhesive specified in this section.

2. Concrete Roof Decks: Using a notched squeegee or trowel, adhere base sheet with adhesive specified in this section.

3. Wood Roof Decks: Mechanically fasten base sheet to prepared and cleaned roof deck with cap head nails specified in this section. Fasten every 9 in. o.c. placed 2 in from all overlapping seams, and two rows of fasteners equally spaced across each sheet and staggered 18 in. o.c.

4. Lightweight Concrete and Gypsum Decks: Mechanically fasten base sheet to prepared and cleaned roof deck with fasteners suitable for use with lightweight concrete or gypsum roof decks.

Fasten every 9 in. o.c. placed 2 in from all overlapping seams, and two rows of fasteners equally spaced across each sheet and staggered 18 in. o.c.

3.7 ROOF MEMBRANE INSTALLATION - GENERAL
CONTRACTOR – Review requirements for installing the OVERALL ROOF SYSTEM.

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 technical personnel.

C. Cooperate with testing and inspecting agencies engaged or required to perform services during roofing system installation.
427
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
14 of 19
D. Coordinate installation to ensure that materials that will not be permanently exposed are protected 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 course 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 roofing cement from penetrating substrate, entering building, or damaging roofing system components or adjacent building construction.

3.8 FLASHING INSTALLATION
CONTRACTOR – Review requirements for application around FLASHING DETAILS.

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 SMACNA "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 Waterproofing Manual".

5. Any joint in the structure intended to allow for movement must be divorced from the seamless 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 flashings, 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.

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. 428
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
15 of 19

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 minimum 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 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, extending 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 polyurethane 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 a 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.

2. Specific applications must be approved by the Manufacturer prior to application and conform with manufacturers’ most current construction details for the specific application. 429
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
16 of 19

3. Flashing must extend at least 1 1/2 inches (39mm) behind existing counterflashing and project 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:

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.

4. Where required by local code, 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. Extend 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.
430
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
17 of 19

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 turned downward into the top of the pipe, or sealed and flashed with a storm collar approximately one inch (25mm) above the top of the flashing and secured with a draw band and 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.

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. Apply 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 drawband, 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 polymer 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 seamless composite to the aluminum flange such that the seamless composite seals a minimum of 3 inches (76mm) to form 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 recommendations and requirements.

3.9 FIELD MEMBRANE INSTALLATION
CONTRACTOR – Review requirements for applying the WEATHERWELD ROOF MEMBRANE.

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:

1. Tops of base flashings and curbs

2. Outside edges of perimeter metal flashings.

3. Outside edges of walls.

4. Insides of drain bowls.
431
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
18 of 19
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.

3.10 REFLECTIVE COATING INSTALLATION
CONTRACTOR – Review requirements for applying ROOF COATINGS A. Prior to reflective coating application, wash the roof surface with water. Do not commence application 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.

3.11 ROOFTOP DUCT ENCAPSULATION
CONTRACTOR – Disregard if ROOF DUCTS are not within the Owners’ RFP 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.

3.12 WALKWAY APPLICATION
CONTRACTOR – Disregard if WALKPADS & TRAFFIC SURFACES are not within the Owners’ RFP 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. 432
SECTION 07 51 23 - GLASS FIBER REINFORCED ASPHALT EMULSION ROOFING WeatherWeld – A Division of Liquiform Technologies
19 of 19

3.13 FINAL ROOF INSPECTION
CONTRACTOR – Review requirements during a 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 Manufacturers’ 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 required 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 Manufacturer’s warranty and written acceptance of the installation.

3.14 PROTECTION
CONTRACTOR – Review requirements in protecting the roof after installation.

A. Prior to allowing any traffic on a 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 measures 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 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.

3.15 CLEANING
Expectations of the CONTRACTOR in cleaning the roof and jobsite.

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
433
3-PART SPECIFICATION
This specification serves as a comprehensive document outlining the materials, methods, requirements, and quality assurance guidelines for a WeatherWeld roofing system. The document plays a crucial role in ensuring consistency, durability, and compliance with building codes and industry standards.

CONTRACTORS:

Reading and understanding this specification helps to ensure a successful and high-performing roofing installation.

CONTRACTOR – As a courtesy, we have highlighted critical areas of the document But it isyour responsibility to ensure that ALL project requirements are fulfilled, so be sure that you…

READ THIS ENTIRE DOCUMENT THROUGHLLY
Clarity and Standardization
The primary purpose of this specification is to provide clear guidelines for all parties involved in this project.

Using the standardized CSI 3 Part format reduces miscommunication and errors during construction.

Material and Performance Requirements
This specification establishes detailed material and performance criteria, ensuring that the selected roofing system meets the project’s needs. By setting these criteria, the specification helps project teams select high- quality materials that comply with local building codes and industry standards, such as ASTM International (ASTM), Underwriters Laboratories (UL), Factory Mutual Global (FM Global), and the National Roofing Contractors Association (NRCA).

Quality Control and Compliance
A well-defined roofing specification ensures that the installation process follows strict quality control measures to meet safety and performance expectations. It includes:
• Pre-installation requirements (surface preparation, weather conditions, and material storage guidelines) • Step-by-step installation procedures to ensure proper adhesion, fastening, and sealing. • Testing and inspection protocols, such as fire resistance and wind uplift testing. • Warranty requirements from manufacturers and contractors.

By establishing these controls, the roofing specification helps prevent costly failures, such as leaks, material degradation, or structural damage.

Project Coordination and Accountability
A roofing specification clarifies roles and responsibilities, ensuring that architects, contractors, and manufacturers are aligned throughout the project. It provides:
• A clear roadmap for contractors to follow during installation. • Manufacturer-approved guidelines to ensure proper use of products and appropriate installation methods.
• A reference point for architects and engineers to verify compliance with design intent.

The intent of this specification is to provide a clear, standardized, and detailed framework for designing and installing a high-quality roofing system. It ensures appropriate materials, code compliance, quality control, and project coordination.
434
435
436
437
438
Item 327/2025
Final

City of Garden Grove

INTER-DEPARTMENT MEMORANDUM

To:

Lisa L. Kim From: Mayor Klopfenstein
Dept:

City Manager Dept: City Council
Date: 9/9/2025

Subject: Discussion on adopting a Proclamation recognizing September as National Service Dog Month as requested by Mayor Klopfenstein.

Attached for City Council discussion is a draft Proclamation.

ATTACHMENT(S)

1. Proclamation

439
Proclamation

September as National Service Dog Month
WHEREAS, We believe in the joyful, transformative power of the human-canine bond and inclusivity of all citizens;

WHEREAS, In the United States, 70 million adults have a disability and only 16,000 service dogs from accredited training programs exist nationwide and the need is growing;

WHEREAS, Canine Companions created the service dog for people with physical disabilities 50 years ago in 1975, creating a new kind of support for disability;

WHEREAS, Canine Companions is a nonprofit organization that enhances the lives of people with disabilities by providing expertly -trained service dogs and ongoing support to ensure quality partnerships, free of charge;

WHEREAS, Canine Companions and their service dogs empower people with disabilities to lead life with greater independence by providing best- in- class training, ongoing follow up services and a deeply committed community of support;

WHEREAS, National Service Dog Month aims to educate our community about the benefits of service dogs and the laws protecting their handlers;

WHEREAS, The City of Garden Grove, California continues to work toward becoming an inclusive community in which all citizens, and their trained service dogs, are embraced;

NOW, THEREFORE, the Garden Grove City Council does hereby proclaim September 2025 as National Service Dog Month in recognition of service dogs and the adults and children with disabilities in our community ; and, encourage all citizens to celebrate service dogs and be respectful of the rights to safe access in our community afforded to the adults, children and veterans who lead more independent lives because of their assistance.

440